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HomeMy WebLinkAbout3410 VIA MERCATO; ; AS140067; Permit4/15/24, 3:25 PM AS140067 Permit Data City of Carlsbad Sprinkler Permit Job Address: 3410 VIA MERCATO Permit Type: SPRINK Parcel No: 2230507200 Lot #: 0 Reference No.: Permit No: AS140067 Status: ISSUED Applied 3/1/2014 Approved: 3/1/2014 Issued: 3/1/2014 PC #: Inspector: Project Title: LA COSTA TOWN SQ -BLDG 1 INSTALLATION OF ORDINARY HAZARD GROUP 11 .20/1500 FIRE SPRINKLER SYSTEM IN A NEW TYPE 5B BUILDING Applicant: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 619-562-6247 Owner: PROPERTY DEVELOPMENT CENTERS L L C C/O SAFEWAY INC 5918 STONERIDGE MALL RD PLEASANTON CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 1,247 .0 1,247 0 about:blank 1/1 Parsley Cotiiuking 350 West 9& Avenue, Suite 206 Esconjido, California 92025-5053 Telephone (760) February 14, 2014 Fire Code Official City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 ]I1'ax(760) 745-O7 RECEIVED FEB 19 2014 CARLSBAD FIRE DEPARTMENT Subject: Plan Review for La Costa Town Square Buildings 1-2, 3410 & 3416 Via Mercado, Carlsbad, CA Dear Sir: We have reviewed the submittal as prepared by Paramount Fire. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not be required. Sincerely, 10 P EYCONSULTJNG t? enneth W. agone9ET Office Manager End (1) Working Drawings -2 sets Hydraulic Calculations - 2 sets Review Comments - 1 set Note: A copy of this letter has been transmitted via e-mail to Paramount Fire on February 14, 2014 fiIe:D:\Standby from Carbonite\Plan_Reviews\Rev2I4I43. I.wpd La Costa Town Square Buildings 1-2 Review Comments. Page 2 Review Comments La Costa Town Square Buildings 1-2. 3410 & 3416 Via Mercado, Carlsbad, CA Verify that the transition from underground to above grade takes place exterior to the building as shown in the detail on the last sheet. The riser detail suggests otherwise. A 4-way brace is required at the top of all riser with length exceeding 3'-O", per 9.3.5.8.1. Rise ups to mansard piping on roof level appear to exceed this maximum. This can be field verified. Riser nipples are not included in this requirement, per 9.3.5.8.2 Pr __ 41Fr.J1I fl4?E'SY..;TEM4 .INC, 41. LA COSTA TOWN SQUARE BUILDINGS 1 & 2 3410 & 3416 VIA MERCATO CARLSBAD, CA AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Build 1 & 2, Remote Area 01, Shell Roof: Build 1 & 2, Remote Area 01, Tower piping: Flow Test Data Backflow Data Ordinary Hazard Group II, .20/1500 Light Hazard .10/Entire Area Thoe IIIain. live been cc ie' cd lot' ippart111 cuUPtiaI1 with the ctrrCit ap cable ci tIcs and iaiiI ids in itice I in the wn.diCli0. The o%% tier or cou,(raCtOl may tutu/c tin. levlc" in stIt1pt' iii an ,tppht tUOti Itir a huildl rIiitt nub the es4)rcs tmmitkrs%alitI1lW Ilid Its nt was tel ie Cs the o%% nec or colitl at tOE 01 their t~Nl'd iecr or architect b rsole pll tflCC with said codes n hutldill codeorbr any rcsotli'Y or iieglieIi itt bis revien.'. P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LACOSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 1; BUILDINGS 1 & 2 SHELL REMOTE AREA: HAZARD: LH - OH-1 _X_ OH-11 - EH-1 - EH-II - RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 56 TY2131 SSU 4.2 1/2 200 45 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 26.0 GPM @ 21.6 PSI. NO. OF SPRINKLERS FLOWING: 13 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 353.7 GPM @ 47.7 PSI AT PUMP DISCHARGE NA GPM @ NA PSI AT SOURCE 603.7 GPM @ 89.8 PSI r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2 /10?20I4 C:HASS DATA\LA COSTA AREA I.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS .1 & 2 AREA .1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.9 603.7 89.8 AGGREGATE FLOW. ANALYSIS: TOTAL FLOW AT SOURCE 603.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 353.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 28.3.0 SOURCE 89.8 603.7 UI 283.0 - - - - 8.9.7 U2 309.0 - - - - 78.4 U3 327.0 - - - - 70.6 - - - U4 324.0 - - - - 56.8 13•5 321.3 - - - - 57.9 B2 31.9.0 - - - - 58.8 BI 318.0 HOSE STREAM 58.9 150.0 U6 323.0 - - - - 57.1 U7 323.0 - - - - 57.2 U8 30.5.0 - - - - 65.1 DPI 285.0 - - - - 88.9 - - - RI.IIN 2.90.0 - - - - 86.7 RPIOUT 290.0 - - - - 71.7 DP2 285.0 - - - - 73.8 DP3 3.27.0 - - - - 70.6 R.P21N 332.0 - - - - 68.4 RP20UT 3320 - - - - 53.4 DP4 3270 - - - - 5.5.6 PVI 318.0 - - - - 56.1 PV2 318.0 - - - - 54.6 D. 320.0 - - - - 49.6 BRI 323.0 HOSE STREAM 47.7 100.0 TRI 338.3 - - - - 38.3 1 338.3 - - - - 36.8 2 338.3 - - - - 35.1 3 338.3 - - - - 28.7 4 338.3 - - - - 27.1 5 338.3 - - - - 26.4 6 338.3 - - - - 26.4 - - - 7 . 338.3 - - - - 26.2 8 338.3 - - - - 26.2 - - - 101 338.3 K= .5.60 241 27.5 102 338.3 K= 5.60 23.4 .27.1 103 338.3 K= .5.60 23.2 27.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 1.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS1 & 2 AREA 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 104 338.3 K= 5.60 23.6 27.2 105 338.3 K= .5.60 25.4 28.2 106 338.3 K= 5.60 24.9 28.0 10.7 338.3 K= .5.60 24.7 27.8 108 338.3 K= 5.60 24.6 27.8 109 338.3 K= .5.60 23.4 27.1 110 338.3 K= .5.60 23.9 27.4 111 338.3 K= .5.60 22.4 26.5 112 338.3 K= 5.60 21.7 26.1 113 338.3 K= .5.60 21.6 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/10/2014 C:\HASS DATA\L'A COSTA AREA I.SDF JOB TITLE: LA COSTA TOWN SQUARE; ELDGS I & 2 AREA I PIPE DATA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 1 SRC 283.0 SRCE UI 283.0 0.0 Pipe: 2 Ui 283.0 0.0 .U2 309.0 0.0 Pipe: 3 U2 309.0 0.0 U3 =327.0 0.0 Pipe: 4 U3 327.0 0.0 DP3 327.0 0.0 Pipe: 5 DP=3 327.0 0.0 RP2IN 332.0 0.0 Pipe: 6 :R.p2.IN 332.0 RF20UT 332.0 Pipe: 7 RP20UT 332.0 DP4 327.0 Pipe: 8 DP4 32.7.0 U4 324.0 Pipe: 9 U4 324.0 US =321.3 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 603.7 11.938 PL 25.00 PF 0.0 89.8 (N/A) 1.7 150 FTG ---- PE 0.0 89.7 0.0 0.000 TL 2.5.00 PM 341.9 11.938 PL 46.5.00 FE 0.1 89.7 0.0 1.0 150 FTG ---- PE -11.3 78.4 0.0 0.000 TL 465.00 PM 341.9 16.876 FL 552.00 PF 0.0 78.4 0.0 0.5 150 FTG T2LPE -7.8 70.6 0.0 0.000 TL 78.1.68 PM 341.9 9.514 FL 20.00 FE 0.0 70.6 0.0 1.5 150 FTG TG FE 0.0 .70.6 0.0 0.000 TL 108.00 V 341.9 10.520 PL 5.00 FE 0.0 70.6 0.0 1.3 140 FTG L FE -2.2 68.4 0.0 0.000 TL 31.00 PM FIXED PRESSURE LOSS DEVICE 341.9 10.5.20 PL .5.00 PE 0.0 0.0 1.3 140 FTG L FE 22 0.0 0.000 TL 31.00 PM 31..9 9.514 FL .138.00 PE 0.1 0.0 1.5 150 FTG LG FE 1.3 0.0 0.000 TL 172.00 PV 341.9 7.758 FL 67.00 PF 0.1 0.0 2.3 .1.50 FTG GPE 1.2 0.0 0.00.1 TL 74.00 PM 341.9 7.758 PL 106.00 FE 0.1 0.0 2.3 .1.50 FTG LG PE 1.0 0.0 0.00.1 TL 1.35.00 PV * * 0.0 68.4 0.0 15.0 psi, 341.9 g.pm 0.0 53.4 0.0 0.0 .5:3•4 0.0 55.6 55.6 56.8 56.8 .57.9 Pipe: 10 US 321.3 0.0 .57..9 B2 319.0 0.0 58.8 Pipe: 11 B2 319.0 0.0 BI 318.0 H. S. Pipe: 12 UI 283.0 0.0 DPI 285.0 0.0 Pipe: 13 DPI 285.0 0.0 RPIIN 290.0 0.0 341.9 7.758 FL 214.00 PE 0.3 58.8 0.0 2.3 150 FTG 2LG FE 0.4 58.9 150.0 0.001 TL 265.00 PV 26.1.8 9.5.14 FL 55.00 FE 0.0 89.7 0.0 .1.2 150 FTG TG FE -0.9 88.9 0.0 0.000 TL 143.00 PV 26.1.8 10.520 FL 5.00 PF 0.0 88.9 0.0 .1.0 140 FTG L FE -2.2 86.7 0.0 0.000 TL 31.00 PM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 1.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 FIXED a PRESSURE LOSS DEVICE RP1IN 290.0 0.0 86.7 0.0 15.0 psi, 261.8 gpm RP10UT 290.0 0.0 71.7 0.0 Pipe: 15 261.8 10.520 PL 5.00 PF 0.0 RP10tJT 290.0 0.0 71.7 0.0 1.0 140 FTG L PE 2.2 DP2 285.0 0.0 .73.8 0.0 0.000 TL 31.00 PV Pipe: 16 261.8 9.514 PL 292.00 PF 0.1 DP2 285.0 0.0 .73.8 0.0 1.2 150 FTG 2LG PE -8.7 U8 305.0 0.0 65.1 0.0 0.000 TL 352.00 PV Pipe: 17 261.8 7.758 PL 220.00 PF 0.1 U8 30.5.0 0.0 65.1 0.0 .1.8 150 FTG 2G PE -7.8 U7 323.0 0.0 57.2 0.0 0.00.1 TL 234.00 PV Pipe: 18 261.8 7.758 PL 88.00 PF 0.1 tJ7 323.0 0.0 5.7.2 0.0 1.8 150 FTG TG PE 0.0 U6 323.0 0.0 57.1 0.0 0.001 TL 154.00 PV Pipe: 19 261.8 7.758 PL 457.00 PF 0.3 U6 323.0 0.0 5.7.1 0.0 1.8 150 FTG 2LG PE 2.2 Bi 318.0 H.S. 58.9 150.0 0.00.1 TL 508.00 PV Pipe: 20 453.7 4.114 PL 35.00 PF 2.8 Bi 318.0 H.S. 58.9 150.0 10.9 150 FTG TL PE 0.0 PV1 318.0 0.0 56.1 0.0 0.036 TL 79.00 PV Pipe: 21 4.53.7 4.280 PL 6.00 PF 1.5 PV]. 318.0 0.0 56.1 0.0 .10.1 140 FTG CG PE 0.0 PV2 318.0 0.0 54.6 0.0 0.033 TL 46.00 PV Pipe: 22 453.7 4.114 PL 86.00 PF 4.1 PV2 318.0 0.0 54.6 0.0 10.9 150 FTG 3L PE -0.9 Dl 320.0 0.0 49.6 0.0 0.036 TL 116.00 PV Pipe: 23 453.7 4.280 PL 6.00 PF 0.5 Dl 320.0 0.0 49.6 0.0 10.1 140 FTG L PE -1.3 BR1 323.0 H.S. 47.7 100.0 0.033 TL 16.00 PV Pipe: 24 353.7 3.314 PL 18.33 PF 2.8 BR1 323.0 H.S. 47.7 100.0 13.2 120 FTG 2L PE -6.6 TR1 338.3 0.0 38.3 0.0 0.098 TL 28.33 PV Pipe: 25 353.7 3.314 PL 10.92 PF 1.6 TR1 338.3 0.0 38.3 0.0 13.2 120 FTG L PE 0.0 1 338.3 0.0 36.8 0.0 0.098 TL 15.92 PV Pipe: 26 353.7 3.314 PL 2.38 PF 1.7 1 338.3 0.0 36.8 0.0 13.2 120 FTG T PE 0.0 2 338.3 0.0 3.5.1 0.0 0.098 TL 17.38 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/10/2014 C:HASS :DAT.MLA COSTA AREA 1.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. MEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 353.7 3.314 PL 50.54 PF 6.4 2 338.3 0.0 35.1 0.0 13.2 120 FTG T PE 0.0 3 338.3 0.0 28.7 0.0 0.0.98 TL 65.54 PM Pipe: 28 3..3.7 3.314 :PL 1.50 PF 1.6 3 338.3 0.0 28.7 0.0 1.3.2 120 FTG T PE 0.0 4 338.3 0.0 27.1 0.0 0.098 TL 16.50 PV: Pipe: 29 272.1 3.314 PL 11.50 PF 0.7 4 338.3 0.0 27.1 0.0 10.1 120 FTG ---- PE 0.0 .5 338.3 0.0. 26.4 0.0 0.060 TL 11.50 PM Pipe: 30 244.9 3.314 PL 0.50 PF 0.0 .5 .338.3 0.0 26.4 . 0.0 9.1 120 .FTG --- PE 0.0 6 338.3 0.0 26.4 0.0 0.04.9 TL 0.50 PV. Pipe: 31 133.1 3.314 PL 11.50 PF 0.2 6 338.3 0.0 26.4 0.0 5.0 120 FTG ---- PE 0.0 7 338.3 0.0 26.2 0.0 0.016 TL 11.50 pv Pipe: 32 106.0 3.314 PL 0.50 PF 0.0 7 338.3 0.0 .26.2 0.0 3.9 120 FTG ---- BE 0.0 8 338.3 0.0 26.2 0.0 0.010 TL 0.50 PM Pipe: 33 81.5 1.728 :PL 11.25 PF 3.0 4 338.3 0.0 .27.1' 0.0 11.2 1.20 FTG T PE 0.0 101 3383 5.6 24.1 27.5 0.1.54 TL 1.9.2.5 PM Pipe: 34 541 1.728 PL 10.00 PF 0.7 101 338.3 5.6 24.1 27.5 7.4 1.20 FTG ---- BE 0.0 .102 .338.3 5.6 23.4 27.1 0.072 TL 10.00 PM. Pipe: 35 .27.0 1.728 PL 10.00 PF 0.2 102 338.3 5.6 23.4 27.1 3.7 120 FTG ---- PE 0.0 103 338.3 5.6 2.3.2 27.0 0.020 TL 10.00 PM Pipe: 36 27.2 1.080 PL 8.75 PF 2.7 .5 338.3 0.0 26.4 0.0 9.5 120 FTG T BE 0.0 104 338.3 .5.6 23.6 27.2 0.200 TL 13.75 PM Pipe: 37 111.8 2.203 PL 1.2.5 PF 1.0 6 338.3 0.0 26.4 0.0 9.4 120 FTG T BE 0.0 105 3.38.3 5.6 25.4 28.2 0.08.5 TL 11.25 PM Pipe: 38 83.6 2.203 PL 10.00 PF 0.5 105 338.3 5.6 25.4 28.2 7.0 120 FTG ---- BE 0.0 106 338.3 .5.6 24.9 28.0 0.04.9 TL 10.00 PM Pipe: 39 55.6 2.203 :PL 10.00 PF 0.2 106 338.3 .5.6 .24.9 28.0 4.7 1.20 :FTG BE 0.0 107 338.3 5.6 24.7 27.8 0.0.23 TL 10.00 :P.V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 1.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS•l & 2 AREA .1. PIPE TAG Q(GPM) DI•A(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 278 2.203 PL 10.00 PF 0.1 107 338.3 .5.6 24.7 27.8 2.3 120 FTG PE 0.0 .108 338.3 .5.6 24.6 27.8 0.006 TL .10.00 PV Pipe: 41 27.1 1.080 PL 8.75 PF 2.7 7 :3383 0.0 26.2 0.0 9.5 120 FTG •T PE 0.0 109 338.3 5.6 23.4 27.1 0.198 TL 13.75 PV Pipe: 42 .106.0 1.728 PL 1.25 PF 2.3 8 338.3 0.0 26.2 0.0 14.5 120 FTG TPE 0.0 .110 338.3 5.6 23.9 27.4 0.250 TL 9.25 PV Pipe: 43 78.6 1.728 PL 10.00 PF 1.4 110 338.3 5.6 23.9 27.4.10.8 120 FTG ---- PE 0.0 111 338.3 5.6 22.4 26.5 0.144 TL 10.00 PV Pipe: 44 52.1 1.728 PL 10.00 PF 0.7 111 338.3 .5.6 22.4 26.5 7.1 120 FTG ---- PE 0.0 112 338.3 .5.6 21.7 26.1 0.067 TL 10.00 PV Pipe: 4.5 26.0 1.728 PL 10.00 PF 0.2 112 338.3 5.6 21.7 26.1 3.6 120 FTG ---- PE 0.0 .1.13 3383 5.6 21.6 26.0 0.019 TL 10.00 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.004 gm and a maximum imbalance at any node of 0.16:3 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.5 ft/sec at pipe 42. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2 /10/20.4 C:\H•ASS DATANLA COSTA AREA l.SDF :03 TITLE: LA COSTA TOWN SQ•UAE BLDGS 1 & 2 AREA 1 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HW..C: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkV:1v BfyVlv GatVi.v AlmChk DPV:l.v NPTee 11.938 .2700 60.00 18.00 65.00 21.00 6.00 4.5.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dynafl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEil ChkVIv BfyVlv GatVIv AlmChk DPViv NPTee 1.728 4.00 8.00 2.00 .9.00 6.00 1.00 10.00 .13.00 10.00 2.203 .5.00 .10.00 3.00 11.00 6.00 1.00 10.00 .1.2.00 12.00 3.314 7.00 15.00 .5.00 .16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HC: .140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C •B G N Eli Tee LngEli ChkVl.v BfyV:lv GatVi.v NPTee 4.280 17.00 34.00 10.00 37.00 20.00 3.00 34.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 1.50 Diameter Equivalent Fitting Lengths in Feet (in) E T •L C B G A D N ElI Tee •LngEil ChkV•i.v BfyViv GatVlv NPTee 4.114 17.00 34.00 10.00 37.00 20.00 3.00 34.00 0.00 0.00 7.758 31.00 5.9.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 .9.5.14 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee LngE:iI ChkViv •B•fyVi.v Gat.vlv 1.080 .2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 0 0 0 U) 0 ¼0 0 44 .11 U) 134 0 IV 0 0 0 0 0 0 '-I 0 0 a, 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 1.SDF JOB TITLE: LA COSTA TOWN SQUARE; •BLDGS I & 2 AREA 1 N C) 0 0 0 0 0 0 0 0 0 0 0 0 I C'.' 0 a, r4 a4 V4 z1U)U)r —P4U)•d-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA •1.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 AREA .1 WATER SUPPLY CURVE 108+ I 104.4 psi @ 1663 gpm-> * I Flow Test point 99+ 90+ X 81+ P 72+ S I S 63+ U I R I E I 54+ ( I P I S I 1 45+ ) I 36+ 27+ 18+ LEGEND I 'I IX = Required Water Supply I 89.76 psi @ 603.7 gpm 9+ I 0 = Available Water Supply If 105.92 psi @ 603.7 gpm of of 0++--f---+----+-----+------+--------+--------+---------+------------ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LACOSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 2; BUILDINGS 1 & 2 ROOF TOWER REMOTE AREA: HAZARD: LH X OH-1 OH-11 EH-1 EH-II RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 120 SQ. FT. USED; 120 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 56 1Y2131 SSU 4.2 1/2 200 45 CALCULATION DATA: DENSITY/AREA: .10 GPM/SF OVER ENTIRE AREA END SPRINKLER: 18.8 GPM @ 20.0 PSI. NO. OF SPRINKLERS FLOWING: 8 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 158.2 GPM @ 51.1 PSI AT PUMP DISCHARGE NA GPM © NA PSI AT SOURCE 258.2 GPM @ 86.7 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2V10/2014 C:\HASS DATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS I. & 2 TOWER AREA 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 1.06.2 1.04.4 1663.0 106.1 2.58.2 86.7 AGGREGATE FLOW ANALYSTS: TOTAL FLOW. AT SOURCE 258.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 158.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 86.7 258.2 UI. 283.0 - - - - 86.7 U2 309.0 - - - - 7.5.4 U3 327.0 - - - - 67.6 U4 324.0 - - - - 53.9 U5 321.3 - - - - 55.1. B2 319.0 - - - - 56.0 BI 318.0 - - - - 56.4 - - - .U6 323.0 - - - - 54.3 - - - .U7 3230 - - - - 54•3 U8 305.0 - - - - 62.2 DPI 28.5.0 - - - - 8.5.8 RPIIN 290.0 - - - - 83.7 RPIOU.T 290.0 - - - - 68.7 - - - DP2 285.0 - - - - 70.8 DP3 327.0 - - - - 67.6 - - - RP2IN 332.0 - - - - 65.5 RP20UT 332.0 - - - - 50.5 DP4 327.0 - - - - 52.6 318.0 ____ 5.54 PV2 3.18.0 - - - - 54•9 DI. :3200 - - - - 52.5 BRI 323.0 HOSE STREAM 51.1 100.0 TR.1 338.3 - - - - 43.8 338.3 - - - - 43.4 - - - 2 338.3 - - - - 43.1 3 338.3 - - - - 41.6 - - - .9 338.3 - - - - 40.8 - - - TI 338.7 - - - - 35.1 .T2 .348.0 - - - - 27.9 10 348.0 - - - - 26.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS1 & 2 TOWER AREA 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 348.0 - - - - 26.4 12 348.0 - - - - 26.0 .13 348.0 - - - - 25.9 201 348.0 K= 4.20 24.8 20.9 202 348.0 K= 4.20 21.0 19.3 203 348.0 K= 4.20 20.4 18.9 204 348.0 K= 4.20 24.3 20.7 205 348.0 K= 4.20 20.7 19.1 206 348.0 K= 4.20 20.0 18.8 207 348.0 K= 4.20 23.3 20.3 208 348.0 K= 4.20 23.2 20.2 SPRINKLER SYSTEM HYDRAULIC ANALYSiS Page 3 DATE: 2 /10/2014 C:HASS DATA\LA COSTA AREA 2.SD:F JOB TITLE: LA COSTA TOWN SQUARE; BLDGS .1 & .2 TOWER AREA 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEM. NOZ. FT DISC. VEL(EPS) HW(C) (FT) SUM. NODES (FT) (:K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 258.2 11.938 FL 25.00 PF 0.0 SRC 283.0 SRCE 86.7 (N/A) 0.7 1.50 FTG ---- PE 0.0 UI 283.0 0.0 86.7 0.0 0.000 TL .2.5.00 PM: Pipe: 2 146.2 11.938 PL 465.00 PF 0.0 UI 283.0 0.0 86.7 0.0 0.4 150 FTG ---- PE -11.3 U2 .309.0 0.0 75.4 0.0 0.000 TL 465.00 PM: Pipe: 3 146.2 16.876 PL 552.00 FE 0.0 JJ2 309.0 0.0 75.4 0.0 0.2 150 FTG T2L FE -7.8 U3 327.0 0.0 67.6 0.0 0.000 TL 781.68 P.M Pipe: 4 146.2 .9.514 FL 20.00 PF 0.0 U3 3.27.0 0.0 67.6 0.0 0.7 150 FTG TG PE 0.0 DP3 327.0 0.0 67.6 0.0 0.000 TL 108.00 PM Pipe: 5 .146.2 10.520 FL 5.00 FE 0.0 DP3 327.0 0.0 67.6 0.0 0.5 140 FTG L FE -2.2 RP2IN 332.0 0.0 65.5 0.0 0.000 TL 31.00 PM Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 65.5 0.0 1.5.0 psi, 146.2 gpm RP20UT 332.0 0.0 50.5 0.0 Pipe: 7 146.2 10.520 FL 5.00 PF 0.0 RP20UT 332.0 0.0 50.5 0.0 0.5 140 FTG LPE 2.2 DP4 327.0 0.0 52.6 0.0 0.000 TL 31.00 PM Pipe: 8 146.2 9.514 FL 138.00 PF 0.0 DP4 327.0 0.0 52.6 0.0 0.7 150 FTG LG PE 1.3 U4 324.0 0.0 53.9 0.0 0.000 TL 172.00 PM. Pipe: .9 146.2 7.758 FL 67.00 PF 0.0 U4 324.0 0.0 53.9 0.0 1.0 1.50 FTG G FE 1.2 U.S .3.21.3 0.0 .551 0.0 0.000 TL 74.00 PV: Pipe: 10 146.2 7.758 FL 106.00 PE 0.0 US .321.3 0.0 .55.1 0.0 1.0 1.50 FTG LGPE .1.0 32 .319.0 0.0 56.0 0.0 0.000 TL 135.00 PM Pipe: 1.1 146.2 7.758 PL 214.00 FE 0.1 32 319.0 0.0 56.0 0.0 1.0 150 FTG 2LG FE 0.4 31 318.0 0.0 56.4 0.0 0.000 TL 26500 PM Pipe: 12 112.0 9.514 FL .55.00 PF 0.0 UI 283.0 0.0 86.7 0.0 0.5 150 FTG TG FE -0.9 DPI 285.0 0.0 85.8 0.0 0.000 TL 143.00 PM I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 TOWER AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 112.0 10.520 PL 5.00 PF 0.0 DPI 285.0 0.0 85.8 0.0 0.4 140 FTG L PE -2.2 RP1IN 290.0 0.0 83.7 0.0 0.000 TL 31.00 PV Pipe: 14 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 83.7 0.0 15.0 psi, 112.0 gpm RP1OUT 290.0 0.0 68.7 0.0 Pipe: 15 112.0 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 68.7 0.0 0.4 140 FTG L PE 2.2 DP2 285.0 0.0 70.8 0.0 0.000 TL 31.00 PV Pipe: 16 112.0 9.514 PL 292.00 PF 0.0 DP2 285.0 0.0 .70.8 0.0 0.5 150 FTG 2LG PE -8.7 U8 305.0 0.0 62.2 0.0 0.000 TL 352.00 PV Pipe: 1.7 112.0 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 62.2 0.0 0.8 150 FTG 2G PE -7.8 U7 323.0 0.0 54.3 0.0 0.000 TL 234.00 PV Pipe: 18 112.0 7.758 PL 88.00 PF 0.0 U7 323.0 0.0 54.3 0.0 0.8 150 FTG TG PE 0.0 U6 323.0 0.0 54.3 0.0 0.000 TL 154.00 PV Pipe: 19 112.0 7.758 PL 457.00 PF 0.1 U6 323.0 0.0 54.3 0.0 0.8 150 FTG 2LG PE 2.2 Bi 318.0 0.0 56.4 0.0 0.000 TL 508.00 PV Pipe: 20 258.2 4.114 PL 35.00 PF 1.0 BI 318.0 0.0 56.4 0.0 6.2 150 FTG TL PE 0.0 PV]. 318.0 0.0 55.4 0.0 0.013 TL 79.00 PV Pipe: 21 258.2 4.280 PL 6.00 PF 0.5 PV1 318.0 0.0 55.4 0.0 5.8 140 FTG CG PE 0.0 PV2 318.0 0.0 54.9 0.0 0.012 TL 46.00 PV Pipe: 22 258.2 4.114 PL 86.00 PF 1.5 PV2 318.0 0.0 54.9 0.0 6.2 150 FTG 3L PE -0.9 Dl 320.0 0.0 52.5 0.0 0.013 TL 116.00 PV Pipe: 23 258.2 4.280 PL 6.00 PF 0.2 Dl 320.0 0.0 52.5 0.0 5.8 140 FTG L PE -1.3 BR1 323.0 H.S. 51.1 100.0 0.012 TL 16.00 PV Pipe: 24 158.2 3.314 PL 18.33 PF 0.6 BR1 323.0 H.S. 51.1 100.0 5.9 120 FTG 2L PE -6.6 TR1 338.3 0.0 43.8 0.0 0.022 TL 28.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/I0V2014 C:\HASS DATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; •BLDGSI & 2 TOWER AREA 2 PIPE TAG Q(GPM) DiA(IN) LENGTH PRESS. END ELEM. NOZ. PT DISC. V:EL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL-/FT (PSI) Pipe: 25 158.2 3.314 PL 10.92 PF 0.4 TRI 338.3 0.0 43.8 0.0 5.9 .120 FTG L PE 0.0 1 338.3 0.0 43.4 0.0 0.022 TL 1..92 PM Pipe: 26 158.2 3.314 PL 2.38 PF 0.4 1 :3383 0.0 43.4 0.0 5.9 120 FTG T PE 0.0 2 338.3 0.0 43.1 0.0 0.022 TL 17.38 PM Pipe: 27 158.2 3.314 PL 50.54 PF 1.4 2 338.3 0.0 43.1 0.0 5.9 120 FTG T PE 0.0 3 338.3 0.0 41.6 0.0 0.022 TL 65.54 PM Pipe: 28 158.2 3.314 PL 22.50 PF 0.8 3 338.3 0.0 41.6 0.0 .5.9 120 FTG I PE 0.0 9 338.3 0.0 40.8 0.0 0.022 TL 37.50 PM Pipe: 29 1.58.2 2.203 PL 18.75 PF 5.6 .9 338.3 0.0 40.8 0.0 13.3 120 FTG T2L PE -0.1 TI 338.7 0.0 3.5.1 0.0 0.161 TL 347.5 PM: Pipe: 30 158.2 2.203 PL 9.33 PF 3.1 TI 338.7 0.0 35.1 0.0 13.3 120 FTG T PE -4.0 T2 348.0 0.0 27.9 0.0 0.161 IL 19.33 PM Pipe: 31 158.2 2.203 PL 3.54 PF 1.1 T2 348.0 0.0 27.9 0.0 13.3 1.20 FTG LPE 0.0 10 348.0 0.0 26.8 0.0 0.161 IL 6.54 PM Pipe: 32 59.1 2.203 PL 6.83 PF 0.4 10 348.0 0.0 26.8 0.0 5.0 120 FTG T PE 0.0 11 348.0 0.0 26.4 0.0 0.026 TL 16.8.3 PM Pipe: 33 99.1 2.203 PL 3.17 :PF 0.9 10 348.0 0.0 26.8 0.0 8.3 120 FIG T PE 0.0 12 348.0 0.0 .26.0 0.0 0.068 TL 13.17 PM Pipe: 34 40.5 2 .203 PL 6.50 PF 0.1 12 348.0 0.0 .26.0 0.0 3.4 120 FIG ---- PE 0.0 13 348.0 0.0 25.9 0.0 0.01.3 IL 6.50 PV Pipe: 35 59.1 1.408 FL 1.17 PF .1.7 11 348.0 0.0 26.4 0.0 12.2 120 FTG I PE 0.0 201 348.0 4.2 24.8 20.9 0.230 TL 7.17 PV Pipe: 36 3.8.2 .1.080 PL 10.00 PF 3•7 20.1 348.0 4.2 24.8 20..9 13.4 120 FTG ---- FE 0.0 202 348.0 4.2 .2.1.0 19.3 0.374 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/10/2014 C:\HASS DATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 TOWER AREA 2 PIPE TAG Q(GPM) D.IA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 18.9 .1.080 PL 6.50 PF 0.7 202 348.0 4.2 21.0 19.3 6.6 120 FTG ---- PE 0.0 203 348.0 4.2 20.4 18.9 0.102 TL 6.50 PV Pipe: 38 58.6 1.408 P1. 1.17 PF 1.6 12 348.0 0.0 26.0 0.0 12.1 120 FTG T PE 0.0 204 348.0 4.2 24.3 20.7 0.227 TL .7.17 PV Pipe: 39 37.9 1.080 PL 10.00 PF 3.7 204 348.0 4.2 24.3 20.7 .13.3 120 FTG ---- PE 0.0 205 348.0 4.2 20.7 19.1 0.368 TL 10.00 PV Pipe: 40 18.8 1.080 PL 6.50 PF 0.7 205 348.0 4.2 20.7 .19.1 6.6 120 FTG ---- PE 0.0 206 348.0 4.2 20.0 .18.8 0.101 TL 6.50 PV Pipe: 41 40.5 1.080 PL .1.1.7 PF 2.6 13 348.0 0.0 25.9 0.0 14.2 120 FTG T PE 0.0 207 348.0 4.2 23.3 20.3 0.416 TL 6.17 PV Pipe: 42 20.2 1.080 PL 1.2.5 PF 0.1 207 348.0 4.2 23.3 20.3 7.1 120 FTG ---- PE 0.0 208 348.0 4.2 23.2 20.2 0.115 TL 1.25 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.111 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.2 ft/sec at pipe 41. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/10.!20.14 C:\HASS DATMLA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE-F-. :BLDGS I & 2 TOWER AREA 2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PiP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) :E T L C B G A D N Ell. Tee LngEll ChkVlv •B•fyVlv GatVl.v AlmC•hk DPMI.v NPTee 11.938 27.00 60.00 18.00 6.5.00 21.00 6.00 45.00 45.00 60.00 16.876 3.9.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dynafl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell-. Tee LngEll ChkMl.v BfyMlv GatV:1v AlmCh•k DPVlv NPTee 2.203 5.00 10.00 3.00 11.00 6.00 1.00 10.00 12.00 12.00 3.314 7.00 15.00 .5.00 16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkMiv Bfy:iv GatV:lv NPTee 4.280 17.00 34.00 10.00 37.00 20.00 3.00 34.00 10.520 3.5.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell. Tee LngEll Ch..VIv BfyVI.v GatViv NPTee 4.114 17.00 34.00 10.00 37.00 20.00 3.00 34.00 0.00 0.00 7.7.58 31.00 59.00 22.00 76.00 20.00 7.00 5.9.00 0.00 0.00 .9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T •L C B G A D :N Ell-. Tee LngEll Ch•kV;Iv BfyVlv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 1.408 3.00 6.00 2.00 7.00 6.00 1.00 0.00 0.00 0.00 0 0 0 CN 0 0 w -I 0 0 0 0 0 co 0 0 w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2110/2014 C:\HASS DATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 TOWER AREA 2 N 9 9 0 9 9 9 9 0 0 0 0 0 0 C'.' 0 • U) '.0 V C'.' r1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2V10V2014 C:\HASSDATA\LA COSTA AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDGS 1 & 2 TOWER AREA 2 WATER SUPPLY CURVE 108th * I 104.4 psi @ 1663 gpm-> I Flow Test Point 99th 90th Ix 81th P 72th R I E I S I S 63 U I 54th ( I P I S I I 45th 36th 27th 18th LEGEND " I . I X = Required Water Supply I 86.71 psi @ 258.2 gm .9th I 0 = Available Water Supply " 106.14 psi @ 258.2 gpm 0+th-th---+----+------------th--------th--------th---------th----------- 400 600 800 .1000 1200 1400 1600 .1800 2000 FLOW (GPM) OLIVENHAIN MUNICIPAL WATER DISTRICT Fire Flow Test Results Service Order# Work Order# 50 000t) EAM# Flow Test Requested By ter (P&c nirr Project Name Lo (- City County •9cx3?)Ce 3 OMWD Personnel Conducting Test 1\ OJt.A1 Qb bi4 Date - L1 .,rime 9; 3CD 4 Address L,.. A -io. b. i. Pressure Zone Potential impact To Zone Reservoirs Involved P.R. Stations Involved 5oj-L + All L Static Pressure (prior to flow test) P.S.I. lie Residual Pressure (during flow test) P.S.I. (((a PITOT Residual Pressure, 2 1/2 inch port P.S.I. 1'.6"T Calculated Flow G.P.M. Comments Test Results Reviewed By: i. FIRE SYSTEMS, INC FLOW TEST REQUEST SHEET PROJECT: La Costa Town Square STATIC: -- Jcv RESIDUAL. WcO 5i2-—i+cr7 MOT: FLOW: DATE I TIME: Approx LOCATION OF OF HYDRANTS: La Costa Ave. east of Ranc ' ADDRESS & CROSS STREETS: La Costa Ave and Rand TESTED BY.O1ivenhain Municipal Water District Provide map below. Specify hydrant to flow (F) and hydrant tD7 gauge (U). BUILOBS -' - / . 4' > \ - SE PROPERTY LINE IN ' . PROPERTY UI4E s -- C ••.. • ... . ., STREET CENTERUNE N .: -r Li S 'OOO 21 UILDING N' N P.O. Box 713194 Santee, CA 92072 (619) 562.6247 fax (619) 562-6273 ZURN. Model 375ADA WILKINS Reduced Pressure Principle Assembly Application Designed for installation on potable water lines in fire protection systems to protect against both backsiphonage and backpres- sure of contaminated water into the potable water supply. The Model 375ADA shall provide protection where a poten- tial health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance ASSE® Listed 1047 (2 1/2" - 8") CSA® Certified (2-1/2" - 8°) AWWA Compliant C550 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA 104-05-M Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & Springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Sensing line Stainless steel, braided hose Features Sizes: 2 112n*, 3n* 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B16.1 Class 125 °2 1/2° & 3' sizes use 4" body & reducer coupling (with OS&Y gates) (with BGVIC valves) Options (Suffixes can be combined) El - withOS & V gate valves (standard) O L - less shut-off valves (flanged body con nections) El LM - less water meter o - with remote reading meter O - with gallon meter (standard) fl - with cufVmin meter o G - with groove end gate valves o FG - with flanged inlet gate connection and grooved outlet gate connection o MS - with Integral Relief Valve Monitor Switch BGVIC - with grooved end butterfly valves with integral supervisory switches El P1 - with Post Indicator Gate Valve Accessories El Air gap (Model AG) 0 Repair kit (rubber only) El Thermal expansion tank (Model Xi) El OS & V Gate valve tamper switch (OSY-40) QT-SET Quick Test Fitting Set Test Cock Lock (Model TCL24) Relief Valve discharge port: 2 1/2°- 6" -2.75 sq. in. 8" -10° -3.69 sq. in. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario 1_4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Rev. A Date: 3/12 Document No. BF-375ADA Patent No. 5, 913, 331 Product No. Model 375ADA 0 0.0 0 100 200 FLOW RATES (GPM) 300 400 MODEL 375ADA4" & 6" (STANDARD & METRIC) FLOW RATES (us) 25.2 50.5 75.7 IN-1 — II — — — ['II III'] O Rated Plow (established by approval agencies) 31.5 104 t;:I; 69 o .° rn)...., .J 35 I U) '0 a- 500 101.0 104i U) 69 W 35 ft 44 138 104 00 9 69 w 35 CL 4000 Flow Characteristics 14 MODEL 375A0A 24/2" -3" (STANDARD AND METRIC) 0 15 0 6.3 12.6 FLOW RATES (Us) 18.9 25.2 a. 10 400 800 1200 1600 IL FLOW RATES (GPM) MODEL 375ADA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 252.4 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instruc- tions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30° (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. DIILCtICF ROW OUTDOOR INSTALLATION (MODEL 375ADA with BGVIC option) apacity thru Schedule 4t Pipe (GPM Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2° 75 112 149 224 3° 115 173 230 346 4 198 298 397 595 6° 450 675 900 1351 8 780 1 1169 1559 2339 10° 1229 1843 2458 3687 12° 1763 2644 3525 5288 a,o,Rcw CD INDOOR INSTALLATION (MODEL 375ADA with 6 option) Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASIM A 536 Grade 4), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a WILKINS Model 375ADA. Zum Industries, LLC J Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805.238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2