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HomeMy WebLinkAbout6120 PASEO DEL NORTE; ; FPC2017-0363; PermitPERMIT REPORT city of Carlsbad Print Date: 02/15/2024 Permit No: FPC2017-0363 Job Address: 6120 PASEO DEL NORTE, CARLSBAD, CA 92011-1150 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track #: Lot #: Project #: Plan #: Construction Type: One. Plan Check #: Plan Check U: Applied: 12/05/2017 Issued: 12/20/2017 Finaled Close Out: 10/08/2020 Final Inspection: INSPECTOR: Wong, Cindy Wilson, Christina Project Title: Description: 6120 PASEO DEL NORTE - RISER REPLACEMENT Applicant: FIRE CODE INC 4140 OCEANSIDE BLVD, U STE 159-542 OCEANSIDE, CA 92056-6005 (760) 594-0994 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov Status: Approved - Ready to Issue Applied: 12/05/2017 Issued: Inspector: Fire Sprinklers City of Carlsbad 1635 Faraday AV Carlsbad, CA 92008 Permit www.carlsbadca.gov Print Date: 12/19/2017 Permit No: FPC2017-0363 Job Address: 6120 Paseo Del Norte Permit Type: FIRE-Construction Commercial Work Class: Parcel No: Lot #: Valuation: $0.00 Reference #: Occupancy Group: Construction Type: # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check U: Plan Check #: Project Title: Description: 6120 PASEO DEL NORTE - RISER REPLACEMENT Applicant: FIRE CODE INC JEREMIAH BALCH 63 Via Plaza, 102 SAN CLEMENTE, CA 92672 760-521-0527 Fire Prevention Contractor: FIRE CODE INC 4140 Oceanside Blvd, Ste 159-542 Oceanside, CA 92056-6005 619-550-3290 FIRE NFPA 13 or 13R System 7- 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $0.00 Balance Due: $536.00 X ZURN. WILKINS Model 450DA Double Check Detector Assembly FPC20I7-0363 6120 Paseo del Norte 6120 PASEO DEL NORTE - RISER REPLACEMENT Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of pol- luted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (Unless otherwise noted, applies to sizes 4" thru 10°) ASSES Listed 1048 CSA® Certified (4' & 6") AWWA Compliant C 510, and C550 UL® Classified C-UL® Classified FM® Approved NYC MEA 26-00-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* °(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) 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 Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series Features Sizes: 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) AWWA C606 (Flanged) ANSI B16.1 Class 125 Dimensions & Weights (do not include pkg.) WEIGHT MODEL LESS 05&Y OS&Y WITH WITH SHUTOFF GATE GATE BFLY BFLY SIZE VALVES (GXF) (GXG) (GXF) (GXG) in. I mm lbs. I kg lbs. I kg lbs. I kg lbs. I kg lbs. kg 4 100 1051 48 295 134 271 123 175 79 153 69 6 150 174 79 474 215 452 205 278 126 248 112 8 200 1402 1182 878 3981 824 374 1592 1269 1 546 248 10 250 1420 1191 1076 4881 1018 462 1694 1315 1636 288 options (Suffixes can be combined) — with OS & V gate valves (standard) L - less shut-off valves (grooved body connections) O LM - less water meter O — with remote reading meter - with gpm meter (standard) - with cu ft/min meter O G - with groove end gate valves 0 FG - with flanged inlet gate connection and grooved outlet gate connection E] FS - with cast iron Wye type strainer (flanged only) E] FSC - with epoxy coated wye type strainer (flanged only) BG - with grooved end butterflyvalveswith integral supervisory switches E] BF - with flanged end butterfly valves with integral supervisory switches 0 P1 - with Post Indicator Gate Valve Accessories E] Repair kit (rubber only) J Thermal expansion tank (Model XI) E] Valve setter (Model FLS or MJS or MJFS) E] Gate valve tamper switch (OSY-40) O Flange by groove adapter (FLA) QT-SET Quick Test Fitting Set DIMENSIONS (approximate) MODEL B B B C C C 450DA A WITH GATE WITH BFLY LESS GATE OS&Y OS&Y WITH BFLY D SIZE VALVES VALVES VALVES OPEN CLOSED VALVES in. mm in. mm mm in. mm in. mm in. mm in. I mm in. I mm in. mm 4 100 185/16 465 30 762 273/4 705 21 533 223/4 578 18 114 460 9 229 8 203 6 150 1811116 475 35112 902 321/8 816 25 635 30118 765 _23 314 603 10114 260 10 254 8 200 29 737 1 46 1168 1 429116 1081 1 347116 845 373/4 959 291/4 743 12 305 1 13 330 10 250 29 737 471/2 1207 471/2 1207 347/16 845 453/4 1162 353/8 899 13 330 13 330 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 Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. C Date: 7/15 Document No. BF-450DA Product No. Model 450DA Page 1 of 2 -"4 Flow Characteristics MODEL 450DA 4" & 6" (STANDARD & METRIC) FLOW RATES (us) - 0.0 25.2 50.5 75.7 15 Co 0. CI) U, 10 0 -j CI, CI, & A ORated Flow (cslnblishcd by approval agencies) 100.9 103 CL —! - . (100mm) 0 400 800 1200 1600 FLOW RATES (GPM) MODEL 4500A 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 252.4 15 103 a U) (200mm) 0. Cl) 10 69 LU 34 ul Co Ui cc no. IL 0 1000 2000 3000 4000 FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the as- sembly shall be mounted 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. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 PROTECTIVE ENCLOSURE WILKINt SETTEI OUTDOOR INSTALLATION MODEL SIZE in. I mm DIMENSIONS approximate) Al SETTER END TO END FLS in. • Al SETTER END TO END MJS in. mm 4 I 100 315/16 795 29.313 745 6 I 150 34 : 32.75 832 8 I 200 47 1194 44.625 1133 iol 250 1 51 12951 47 1194 Specifications The Double Check Detector Backflow Preventer shall be ASSE® Listed 1048 and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM 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 elasto- mers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Preventer shall be a ZURN WILKINS Model 450DA. 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 Zurn Industries Umited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 '44)t 5/30/2019 FPC20I7-0363 7-0359 eo del Norte )EL NORTE BACKFLOW REPLACEMENT Fire Protection by Computer CITY OF CARLSBAD FIRE DEPARTMENT __ APPROVED Subjei*to flsld hispectiort end required tests, notations hemen, condlllonth CO(Tespondencs and conformance with applicable regulations. Sto stamping of these plans shall not be held to app they ofanjlevp tJ FIRE CODE 63 VIA PICO PLAZA # 102 SAN CLEMENTE, CA 92672 949-369-1000 Job Name : 6120 PASEO DEL NORTE - BACKFLOW Building Location System : 2ND FLOOR Contract Data File : 6120 PASEO DEL NORTE - 2ND FLOOR PROOF CALC 41N ASR.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 FIRE CODE Page 6120 PASEO DEL NORTE - BACKFLOW Date 12/15/17 HYDRAULIC CALCULATIONS for Project name: 6120 PASEO DEL NORTE - BACKFLOW Location: Drawing no: Date: 12/15/17 Design Remote area number: 2ND FLOOR Remote area location: Occupancy classification: ORD GRP I Density: .15 - Gpm/SqFt Area of application: 1512 - SqFt Coverage per sprinkler: 105 - SqFt Type of sprinklers calculated: 1/2" 5.6K SSU (EXISTING) _NoosprinkIars.oalcuJated UA8 -P'P YTcM Hose stefPs, 2-50- GPM "r?aie eqiii/e'àncluding ose streams): 501 .904 - GPM ' @ 77.308 - Psi ET ,b1up%P1t in: -Gal viao r 2On Water l suppv information .orn;ua ''i4 4T WOO _ - _ " "LOcätiofl' PASEO DEJ. NOREI SOUTH OF PALOMAR AIRPORT ROAD AWW R1WA TE Address63VIA'PIC0'PLAZA/ SUITE #102 I SAN CLEMENTE, CA 92672 Phone number: (949)369-1000 Name of designer: J. BALCH Authority having jurisdiction: CARLSBAD FIRE Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C FIRE CODE Page 2 6120 PASEO DEL NORTE - BACKFLOW Date 12/15/17 City Water Supply: Demand: Cl - Static Pressure : 81 Dl - Elevation : 9.420 C2 - Residual Pressure: 77 D2 - System Flow :251.904 C2 - Residual Flow : 1500 D2 - System Pressure : 77.388 Hose ( Demand) : 250 D3 - System Demand : 501.904 Safety Margin : 3.084 150 140 130 p120 R° E100 S 90 s80 u 70 R60 E E5° 40 30 20 10 I . 200 400 600 800 1000 1200 1400 1600 1800 - FLOW (N't 1.85) - - Computer Programs by Hydratec Inc. Revision: 50.52.1 ,. cJ (0.-.-- '- Cs1 1 NO Cs1 (0 LO 0 . 0) tm U)U) co 0 IV Go Go C') I- r- CV C.,) (0 (0 C0 C1 U) U) (0 (0 U) (0 - 0 -(')(') U) C") U) C'.JC'4 IT 0 0 CIA N NZ (0.-..-. C CA U) a)a) 5 C14 (O.. ca :3 U) C D .2 d) a) C cj C.,) 0U.. gn 'c > CL ca LL o '0 U)'t>O•I a) In LL CL ' '*CL 0C0 tr In co In 0 —j .- 14)0(0 m .5 C.) .0 Ca) E C'4 0 U) U) a) o cj.CI) a) 'A CR • iiliil C 0 0) U) (O4 a) (DC 9 ' .-0(4)U.. .EUQ.. LL U) 0 .U).00U)C m 0 0) I- '- E l w - E 2 U).0 E 0 >.2 z U)a)U.. Cl) -J LO CU)C,... w .- - .- U) . . a) U) Co = J C.. a 0 oE C( CL CL UUU. U) E C IA C . C O.0 0 w z zzz E C) (•) . U) o _ E cn CL 0.3 wOi.-rj D O.jiLQ.. OT-' ZWOcnU).... 4'. Pressure / How Summary - STANDARD FIRE CODE Page 4 6120 PASEO DEL NORTE - BACKFLOW Date 12/15/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. HD 0.0 5.6 7.91 na 15.75 0.15 105 7.0 HDI 0.0 5.6 7.91 na 15.75 0.15 105 7.0 100 22.75 K = K @ BL 8.54 na 15.75 101 22.75 K = K @ BLI 9.32 na 16.22 102 22.75 K = K @ BLI 10.08 na 16.87 103 22.75 K = K @ BLI 10.86 na 17.51 104 22.75 K=K@BLI 11.27 na 17.84 105 22.75 K=K@BL 9.1 na 16.26 106 22.75 K = K @ BLI 9.93 na 16.74 107 22.75 K = K @ BLI 10.74 na 17.41 108 22.75 K = K@ BLI 11.57 na 18.07 109 22.75 K = K @ BLI 12.0 na 18.41 110 22.75 K=K@BL 13.77 na 20.0 111 22.75 K = K @ BLI 14.09 na 19.94 112 22.75 K=K@BLI 14.63 na 20.32 113 22.75 K = K @ 131-1 14.98 na 20.56 Al 22.75 12.01 na A2 22.75 12.79 na A3 22.75 15.66 na A 22.75 22.67 na B 22.75 43.69 na C 22.75 51.03 na TR 10.0 67.76 na BR1 2.0 71.35 na BR 1.0 71.94 na BFI 3.0 75.34 na SRC 1.0 77.39 na 250.0 The maximum velocity is 24.08 and it occurs in the pipe between nodes A3 and A Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD FIRE CODE 6120 PASEO DEL NORTE - BACKFLOW Page 5 Date 12/15/17 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD 0 5.60 15.75 1 2E 4.0 3.500 120 7.910 to 0.0 4.000 0.0 BL 0 15.75 1.049 0.0 7.500 0.0837 0.628 Vel = 5.85 0.0 BL 15.75 8.538 KFactor= 5.39 HDI 0 5.60 15.75 1 E 2.0 3.500 120 7.910 to T 5.0 7.000 0.0 BLI 0 15.75 1.049 0.0 10.500 0.0836 0.878 Vel = 5.85 0.0 BLI 15.75 8.788 K Factor = 5.31 100 22.750 5.39 15.75 1 0.0 9.330 120 8.538 K = K © BL to 0.0 0.0 0.0 101 22.750 15.75 1.049 0.0 9.330 0.0836 0.780 Vel = 5.85 101 22.750 5.31 16.22 1.25 0.0 9.330 120 9.318 K= K@ BLI to 0.0 0.0 0.0 102 22.750 31.97 1.38 0.0 9.330 0.0815 0.760 Vel = 6.86 102 22.750 5.31 16.86 1.5 0.0 9.330 120 10.078 K = K @ BLI to 0.0 0.0 0.0 103 22.750 48.83 1.61 0.0 9.330 0.0842 0.786 Vel = 7.70 103 22.750 5.31 17.52 2 0.0 9.330 120 10.864 K = K @ 131-1 to 0.0 0.0 0.0 104 22.750 66.35 2.067 0.0 9.330 0.0441 0.411 Vel = 6.34 104 22.750 5.31 17.83 2 T 10.0 0.790 120 11.275 K= K@ BLI to 0.0 10.000 0.0 Al 22.750 84.18 2.067 0.0 10.790 0.0683 0.737 Vel = 8.05 0.0 Al 84.18 12.012 KFactor= 24.29 ** 105 22.750 5.39 16.26 1 0.0 9.330 120 9.101 K = K @ BL to 0.0 0.0 0.0 106 22.750 16.26 1.049 0.0 9.330 0.0887 0.828 Vel = 6.04 106 22.750 5.31 16.74 1.25 0.0 9.330 120 9.929 K = K @ BLI to 0.0 0.0 0.0 107 22.750 33.0 1.38 0.0 9.330 0.0865 0.807 Vel = 7.08 107 22.750 5.31 17.41 1.5 0.0 9.330 120 10.736 K= K@ BLI to 0.0 0.0 0.0 108 22.750 50.41 1.61 0.0 9.330 0.0893 0.833 VeI= 7.94 108 22.750 5.31 18.07 2 0.0 9.330 120 11.569 K= K@ BLI to 0.0 0.0 0.0 109 22.750 68.48 2.067 0.0 9.330 0.0466 0.435 Vel = 6.55 109 22.750 5.31 18.41 2 T 10.0 0.790 120 12.004 K = K © BLI to 0.0 10.000 0.0 A2 22.750 86.89 2.067 0.0 10.790 0.0725 0.782 Vel = 8.31 0.0 A2 86.89 • 12.786 K Factor= 24.30 ** 110 22.750 5.39 20.00 1.25 0.0 9.330 120 13.772 K= K@ BL to 0.0 0.0 0.0 111 22.750 20.0 1.38 0.0 9.330 0.0342 0.319 Vel = 4.29 Computer Programs by Hydratec Inc. Revision: 50.52.1 4 V ,Final Calculations - Hazen-Williams FIRE CODE Page 6 6120 PASEO DEL NORTE - BACKFLOW Date 12/15/17 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 111 22.750 5.31 19.95 1.5 0.0 9.330 120 14.091 K= K © BLI to 0.0 0.0 0.0 112 22.750 39.95 1.61 0.0 9.330 0.0581 0.542 Vel = 6.30 112 22.750 5.31 20.32 2 0.0 9.330 120 14.633 K= K@ BLI to 0.0 0.0 0.0 113 22.750 60.27 2.067 0.0 9.330. 0.0369 0.344 Vel = 5.76 113 22.750 5.31 20.56 2 T 10.0 0.790 120 14.977 K= K@ BLI to 0.0 10.000 0.0 A3 22.750 80.83 2.067 0.0 10.790 0.0634 0.684 Vel = 7.73 0.0 A3 80.83 15.661 KFactor= 20.43 ** Al 22.750 84.18 2 0.0 11.330 120 12.012 to 0.0 0.0 0.0 A2 22.750 84.18 2.067 0.0 11.330 0.0683 0.774 Vel = 8.05 A2 22.750 86.89 2 0.0 11.330 120 12.786 to 0.0 0.0 0.0 A3 22.750 171.07 2.067 0.0 11.330 0.2538 2.875 Vel = 16.36 A3 22.750 80.83 2 T 10.0 3.500 120 15.661 to 0.0 10.000 0.0 A 22.750 251.9 2.067 0.0 13.500 0.5190 7.007 Vel = 24.08 0.0 A 251.90 22.668 KFactor= 52.91 ** A 22.750 129.05 2 2E 10.0 158.290 120 22.668 to 2T 20.0 30.000 0.0 C 22.750 129.05 2.067 0.0 188.290 0.1506 28.359 Vel = 12.34 0.0 C 129.05 51.027 KFactor= 18.07 ** A 22.750 122.85 2 4E 20.0 132.920 120 22.668 to 0.0 20.000 0.0 B 22.750 122.85 2.067 0.0 152.920 0.1375 21.026 VeI= 11.75 B 22.750 0.0 2 0.0 53.330 120 43.694 to 0.0 0.0 0.0 C 22.750 122.85 2.067 0.0 53.330 0.1375 7.333 VeI= 11.75 C 22.750 129.05 2.5 3E 24.711 45.750 120 51.027 to 0.0 24.711 5.522 TR 10 251.9 2.635 0.0 70.461 0.1591 11.212 Vel = 14.82 TR 10 0.0 4 0.0 8.000 120 67.761 to 0.0 0.0 3.465 BRI 2 251.9 4.26 0.0 8.000 0.0154 0.123 Vel = 5.67 BRI 2 0.0 2.5 0.0 1.000 120 71.349 to 0.0 0.0 0.433 BR 1 251.9 2.635 0.0 1.000 0.1590 0.159 Vel = 14.82 BR 1 0.0 .4 4E 56.092 31.426 140 71.941 to r Zih 0.0 56.092 2.135 * Fixed Loss = 3.001 BFI 3 251.9 4.07 0.0 87.512 0.0144 1.260 VeI= 6.21 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams FIRE CODE 6120 PASEO DEL NORTE - BACKFLOW Page 7 Date 12/15/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BFI 3 0.0 4 G 2.805 51.500 140 75.336 to T 28.046 30.851 0.866 SRC I . 251.9 4.07 0.0 82.351 0.0144 1.186 Vel = 6.21 250.00 Qa = 250.00 SRC 501.90 77.388 KFactor= 57.05 Computer Programs by Hydratec Inc. Revision: 50.52.1