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HomeMy WebLinkAbout2280 FARADAY AVE; ; FPC2018-0030; Permit:J 1:1 jiI :1.]4i (èity of Carlsbad Print Date: 03/31/2022 Job Address: 2280 FARADAY AVE, CARLSBAD, CA 92008-7208 Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: REPLACE 6" DCDA BACFLOW WITH 6" RPDA BACKFLOW Permit No: FPC2018-0030 Status: Closed - Finaled Applied: 01/31/2018 Issued: 02/07/2018 Finaled Close Out: 08/05/2019 Inspector: Final Inspection: Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 P0 WAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $733.00 Total Payments To Date: $733.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov : Western Fire Protection Inc. I lonis Pharmaceuticals I 2280 Faraday Ave. I Western Job #SDC-1304 I Hydraulic Calculations & I Material Data Cut Sheets I FPC20I8-0030 I 2280 Faraday AVE REPLACE 6 DCDA BACFLOWWTH 6' RPDA BACKFLOW LI I 1/31/2018 FPC20I 8-0030 I I LI 11 I 13630 Danielson Street 9 Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 Job Number: 1 Drs,,,+ CSS•S IAI-,...-.k,., I lHydrau1ic Overview I 1/30/2018 7:55:18AM Page 1 , © M.E.P.CAD, Inc. affl AutoSPRINK 2018 v13.1.76.0 Job Job Number Design Engineer Lyle Hall Jr. Job fda,oe- lonis Pharmaceuticals Phone (858)513-4949 FAX Address I 2280 Faraday Ave, State Certification/License Number C-16 588039 Address 2 Carlsbad, CA 92008 AHJ Carlsbad Address 3 Job Site/Building System Density 0.330gpm/ft2 Area of Application 3000.00ft2 (Actual 3041 .59ft2) Most Demanding Sprinkler Data 8K-Factor 31.68 at 15.682 Hose Streams 250.00 Coverage Per sprinkler 96.00ft2 Number Of SprinkJers Calculated 36 System Pressure Demand 98.275 System Prow Demand 1182.20 Total Demand 1432.20 @98.275 Pressure Result +2.123(2.1%) Supplies Check Point Gauges Node Name Flow(pm) Hose FIow(ppm Static(psi) Residual(osi) Identifier Pressure(psi) K-Factor(K) Flow(opm) 21 Water Supply 2150.00 250.00 107.000 93.000 Drawingi Water Supply at Node 21 (2150.00, 250.00, 107.000, 93.000) 150- 135- 120 - Static Pressure 107.000 105- 1182.20i98.27 - 150.00t 93.000 90- 143220 with hose streams EEZ 75 I : d curve _ 45 TIIIIII__ 15- 0 - -.U.LJJJ.L JJiJJiU J.Li.LLLL .LLJ.LLLJ.J 11111 I lit $JD1358002250 2700 3150 3600 4050 4500 Water flow, gpm I I I 1 I I I I I I El I I I I I I I Job Number: 1 Pcnnrt flacrrrintinn Qnar thlreraknr en I IHydrau1ic Summary I 1/30/2018 7:55:30AM Page 2 (,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.1 .76.0 Job Job Number Design Enginoer Lyle Hall Jr. Job Name: lonis Pharmaceuticals State CedificatiorvLicensa Number C-16 588039 Address 1 2280 Faraday Ave, Al-U Carlsbad Address 2 Carlsbad, CA 92008 Job Site/Building Address 3 Drawing Name Drawingi System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 31.68 at 15.682 Occupancy Spec. Warehouse Job Sutfbm Hose Allowance At Source 250.00 Density 0.330gpm/ft2 Area of Application 3000.00ft2 (Actual 3041 .59ft2) Additional Hose Supplies Node Flow(om) Number Of Sprinklers Calculated 36 Coverage Per Sprinkler 96.00ft2 Autopeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 98.837 Right: 97.409 Total Hose Streams 250.00 System Flow Demand 1182.20 Total Water Required (Including Hose Allowance) 1432.20 Ma,dmnam Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 26.61 between nodes 15 and 14 Medncrm Velocity Under Ground 14.86 between nodes 20 and 19 Volume capacity of Wet Pipes 1944.52ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 21 Water Supply 250.00 107.000 93.000 1 2150.00 100.397 1432.20 98.275 2.123 Contractor Contractor Number Contact Name Contact Title Name of Cunyector: Western Fire Protectio Phone (858)513-4949 Extension Address I 13630 Danielson St. FAX Address 2 Poway, CA. 92064 E-mail Address 3 Web-Site I I I [1 I I I I I I I I [ [ I I I ~jjjjHydrauflc Graph Job Number: I 1/30/2018 7:55:40AM Page 3 ©M.E.P.CAD, Inc. fAutoSPRINK2018v13.1.76.0 ,JLISJI I. J¼#. V YOU CI I5JUO Water Supply at Node 21 150- 135--- 120 Static Pressure 107.000 105— - .-+. 1182.20 6 98.275 _Y__. 1432.20 with hose streams 93.00 90 75 a. - tem demand cue 45 30 15— 0liu11.L1J.L.I.1JhhhhhhhhhhhhhhhIhl 11111111! 111111111 tIlIllII lllttlllt I I 11111 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Water flow, gpm Hydraulic Graph Water Supply at Node 21 Static: Pressure 107.000 Residual: Pressure 93.000 @2150.00 Available Pressure at Time at Test 100.397 @ 1432.20 System Demand 98.275 @1182.20 System Demand (Including Hess yJiewance at Source) 98.275 @ 1432.20 I 1 I I I I I I I I I I 1 I I I I I Job Number: 1 Pnnrt flacrrintinn Qnnr Ak.raknm en I ISummary Of Outfiowing Devices 1/30/2018 7:55:50AM Page 4 , © M.E.P.CAD, Inc. al AutoSPRINK 2018 v13.1.76.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 101 31.68 31.68 8 15.682 Sprinkler 102 31.70 31.68 8 15.701 Sprinkler 103 31.85 31.68 8 15.854 Sprinkler 104 32.25 31.68 8 16.251 Sprinkler 105 32.98 31.68 8 16.998 Sprinkler 106 34.13 31.68 8 18.203 Sprinkler 107 31.70 31.68 8 15.702 Sprinkler 108 31.86 31.68 8 15.858 Sprinkler 109 32.26 31.68 8 16.258 Sprinkler 110 31.77 31.68 8 15.767 Sprinkler 111 31.78 31.68 8 15.786 Sprinkler 112 31.94 31.68 8 15.937 Sprinkler 113 32.33 31.68 8 16.332 Sprinkler 114 33.06 31.68 8 17.076 Sprinkler 115 34.21 31.68 8 18.281 Sprinkler 116 31.79 31.68 8 15.788 Sprinkler 117 31.95 31.68 8 15.947 Sprinkler 118 32.35 31.68 8 16.354 Sprinkler 119 32.12 31.68 8 16.116 Sprinkler 120 32.13 31.68 8 16.132 Sprinkler 121 32.28 31.68 8 16.277 Sprinkler 122 32.66 31.68 8 16.664 Sprinkler 123 33.37 31.68 8 17.403 Sprinkler 124 34.51 31.68 8 18.606 Sprinkler 125 32.14 31.68 8 16.143 Sprinkler 126 32.31 31.68 8 16.315 Sprinkler 127 32.74 31.68 8 16.746 Sprinkler 128 33.50 31.68 8 17.540 Sprinkler 129 33.60 31.68 8 17.639 Sprinkler 130 33.91 31.68 8 17.965 Sprinkler 131 34.54 31.68 8 18.636 Sprinkler 132 35.57 31.68 8 19.772 Sprinkler 133 33.51 31.68 8 17.541 Sprinkler 134 33.57 31.68 8 17.606 Sprinkler 135 33.81 31.68 8 17.866 Sprinkler 136 34.35 31.68 8 18.439 Most Demanding Sprinkler Data I 1 I I I I 1 LI 1-1 I $ I I I I I I Job Number: I Pannrt flcscr.rintinn Qnar Aitmrnhni en I ~jjjjNode Analysis I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 9 16-6 PO(12'-3%) 41.167 10 16'-6 P0(12-3%) 42.969 11 16'-6 P0(12-3%) 44.948 12 16'-6 P0(12-3%) 47.145 13 16-6 P0(12-3%) 49.612 14 16-6 P0(12-3%) 52.414 15 16-6 65.512 17 3-0 T(37-8%) 76.324 18 3-0 BFP(-11.000) 88.070 19 4-0 E(13-914) 92.549 20 4-0 LtE(10-0Y2) 93.839 22 17-6 PO(12'-3%) 17.485 23 16-5% PO(12'-3%) 19.179 24 16-5% P0(12-3%) 19.305 25 16-5% PO(12'-3%) 21.461 26 16-5% P0(12-3%) 25.283 27 16-5% PO(12'-3%) 33.765 28 17-6 P0(12-3%) 33.511 29 17-6 P0(12-3%) 35.982 30 17-6 P0(12-3%) 30.849 31 17-6 P0(12-3%) 17.595 32 17-6 P0(12-3%) 31.195 33 17-6 P0(12-3%) 19.689 34 17-7% P0(12-3%) 31.942 35 17-6Y4 P0(12-3%) 23.162 36 16-5% P0(12-3%) 35.590 37 17-6 PO(12'-3%) 35.307 38 17-6 P0(12-3%) 37.401 39 16-5% P0(12-3%) 37.136 40 17-6 P0(12-3%) 36.852 41 17-6 P0(12-3%) 38.923 42 16-5% P0(12-3%) 38.428 43 17-6 P0(12-3%) 38.167 44 17-6 P0(12-3%) 40.551 45 16-5% P0(12-3%) 39.468 46 17-6 P0(12-3%) 39.258 47 17-6 P0(12-3%) 42.303 48 16-5% P0(12-3%) 40.251 49 17-6 P0(12-3%) 40.121 50 17-6 P0(12-3%) 44.203 51 16-5% P0(12-3%) 40.777 52 17-6 P0(12-3%) 40.757 53 17-6 PO(12'-3%) 46.289 54 16-5% P0(12-3%) 41.062 55 17-6 P0(12-3%) 41.186 56 17-6 P0(12-3%) 48.612 57 16-5% P0(12-3%) 41.152 58 17-6 P0(12-3%) 41.456 59 17-6 P0(12-3%) 51.234 74 16'-6 E(1 7-7Y4) 66.984 21 4-0 S 98.275 1182.20 101 17-6 Spr(-15.682) 15.682 31.68 102 17-6 Spr(-15.701) 15.701 31.70 103 17-6 Spr(-15.854) 15.854 31.85 104 17-6 Spr(-16.251) 16.251 32.25 105 17-6 Spr(716.998) 16.998 32.98 106 17-6 Spr(-18.203) 18.203 34.13 107 17-6 Spr(-15.702) 15.702 31.70 108 17-6 Spr(-15.858) 15.858 31.86 109 17-6 Spr(-16.258) 16.258 32.26 110 17-6 Spr(-15.767) 15.767 31.77 111 17-6 Spr(-15.786) 15.786 31.78 (A,@ M.E.P.CAD, Inc. AutoSPRINK 2018 03.1.76.0 1/30/2018 7:56:00AM Page 5 I I 1 I I I I I I I I I 1 I Fj I I I INode Analysis I Job Number: I Ponnrt flocrrintinn ncr A/,rahni cc 1/30/2018 7:56:00AM Page 6 ,©M.E.P.CAD, Inc. MAutoSPRINK201803.1.76.0 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 112 17'-6 Spr(-15.937) 15.937 31.94 113 17'-6 Spr(-16.332) 16.332 32.33 114 17-6 Spr(-17.076) 17.076 33.06 115 17-6 Spr(-18.281) 18.281 34.21 116 17-6 Spr(-15.788) 15.788 31.79 117 17-6 Spr(-15.947) 15.947 31.95 118 17-6 Spr(-16.354) 16.354 32.35 119 17-6 Spr(-16.116) 16.116 32.12 120 17-6 Spr(-16.132) 16.132 32.13 121 17-6 Spr(-16.277) 16.277 32.28 122 17-6 Spr(-16.664) 16.664 32.66 123 17-6 Spr(-17.403) 17.403 33.37 124 17-6 Spr(-18.606) 18.606 34.51 125 17-6 Spr(-16.143) 16.143 32.14 126 1T-6 Spr(-16.315) 16.315 32.31 127 17-6 Spr(-16.746) 16.746 32.74 128 17-6% Spr(-17.540) 17.540 33.50 129 17-7 Spr(-17.639) 17.639 33.60 130 17-7 Spr(-17.965) 17.965 33.91 131 17-7 Spr(-18.636) 18.636 34.54 132 17-7% Spr(-19.772) 19.772 35.57 133 17-6% Spr(-17.541) 17.541 33.51 134 17-6% Spr(-17.606) 17.606 33.57 135 1761/2 Spr(-17.866) 17.866 33.81 136 1761/2 Spr(-18.439) 18.439 34.35 1 17-6 P0(12-3%) 30.768 2 16-6 P0(12-3%) 34.171 3 16-6 P0(12-3%) 34.252 4 16-6 P0(12-3%) 34.603 5 16-6 P0(12-3%) 35.347 6 16-6 P0(12-3%) 36.604 7 16-6 P0(12-3%) 37.995 8 16-6 P0(12-3%) 39.514 [J I I III' I I 1 I I I I [1 I I I I I I Job Number: 1 RAnnrt flperrintirn Rnpr Wrhrii I IHydrauIic Analysis 1/30/2018 7:56:07AM Page 7 ,©M.E.P.CAD, Inc. ifilAutoSPRINK2018v13.1.76.O Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route I • BL 2.1570 15.64 1.37 120 0.002467 8-0 Pf 0.020 101 102 17'-6 17'-6 31.68 8 15.682 15.701 Sprinkler 8-0 Pe Pv BL 2.1570 47.34 4.16 120 0.019142 8-0 Pt 0.153 102 103 17-6 17-6 31.70 8 15.701 15.854 Sprinkler 8-0 Pe Pv BL 2.1570 79.19 6.95 120 0.049590 8-0 Pf 0.397 103 104 17-6 17'-6 31.85 8 15.854 16.251 Sprinkler 8-0 Pc Pv BL 2.1570 111.44 9.78 120 0.093296 8-0 Pt 0.746 104 105 17-6 17-6 32.25 8 16.251 16.998 Sprinkler 8-0 Pe Pv BL 2.1570 144.43 12.68 120 0.150714 8-0 Pf 1.206 105 106 17-6 17-6 32.98 8 16.998 18.203 Sprinkler 8-0 Pe Pv BL 2.1570 178.56 15.68 120 0.223153 44-0 Pt 12.565 106 1 17-6 17-6 34.13 8 18.203 30.768 Sprinkler, P0(12-3%) 12-3% 56-3% Pe Pv RN 2.1570 178.56 15.68 120 0.223153 1-0 Pt 2.969 1 2 17-6 16-6 30.768 34.171 P0(12-3%) 12-3% 13-3% Pe Pv 0.434 FM 4.2600 178.56 4.02 120 0.008114 10-0 Pf 0.081 2 3 16-6 16-6 34.171 34.252 10-0 Pe Pv FM 4.2600 357.14 8.04 120 0.029253 12-0 Pt 0.351 3 4 16-6 16'-6 178.58 34.252 34.603 Flow (q) from Route 3 12-0 Pe Pv FM 4.2600 535.88 12.06 120 0.061973 12-0 Pt 0.744 4 5 16-6 16'-6 178.74 34.603 35.347 Flow (q) from Route 5 12-0 Pe Pv FM 4.2600 711.52 16.02 120 0.104708 12-0 Pt 1.256 5 6 16-6 16-6 175.64 35.347 36.604 Flow (q) from Route 7 12-0 Pc Pv FM 4.2600 751.76 16.92 120 0.115924 12-0 Pt 1.391 6 7 16-6 16-6 40.23 36.604 37.995 Flow (q) from Route 2 12-0 Pe Pv FM 4.2600 788.55 17.75 120 0.126638 12-0 Pt 1.520 7 8 16-6 16-6 36.80 37.995 39.514 Flow (q) from Route 10 12-0 Pe Pv FM 4.2600 825.13 18.57 120 0.137718 12-0 Pt 1.653 8 9 16-6 16-6 36.57 39.514 41.167 Flow (q) from Route 11 12-0 Pe Pv FM 4.2600 864.59 19.46 120 0.150151 12-0 Pt 1.802 9 10 16-6 16'-6 39.47 41.167 42.969 Flow (q) from Route 12 12-0 Pc Pv FM 4.2600 909.64 20.48 120 0.164945 12-0 Pt 1.979 10 11 16-6 16-6 45.05 42.969 44.948 Flow (q) from Route 13 12-0 Pe Pv FM 4.2600 962.43 21.66 120 0.183087 12-0 Pt 2.197 11 12 16-6 16-6 52.78 44.948 47.145 Flow (q) from Route 14 12'-0 Pe Pv FM 4.2600 1024.63 23.06 120 0.205579 12-0 Pt 2.467 12 13 16-6 16-6 62.21 47.145 49.612 Flow (q) from Route 15 12-0 Pe Pv FM 4.2600 1097.57 24.71 120 0.233467 12-0 Pt 2.802 13 14 16-6 16-6 72.93 49.612 52.414 Flow (q) from Route 16 12-0 Pe Pv FM 4.2600 1182.20 26.61 120 0.267859 41-0 Pf 13.098 14 15 16-6 16'-6 84.63 52.414 65.512 Flow (q) from Route 17 LtE(7'-10%) 7-10% 48-10% Pe Pv FM 6.3570 1182.20 11.95 120 0.038132 21-0 Pt 1.472 15 74 16-6 16-6 65.512 66.984 E(17-7%) 1771/4 38-7A Pe Pv FR 6.3570 1182.20 11.95 120 0.038132 13-6 Pt 3.487 74 17 16-6 3-0 66.984 76.324 CV(40'-2%), T(37-8%) 77-11Y2 91'-5Y2 Pe Pv 5.853 I I I I I I I I I I Li I I I 1 I I I Job Number: I Panr,r+ flcscrrintir,n Qnar Ah,rakni lea I JHydrauIic Analysis 1/30/2018 7:56:07AM Page 8 & M.E.P.CAD, Inc. jAutoSPRlNK 2018 03.1.76.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 6.3570 1182.20 11.95 120 0.038132 19-6% Pf 11.746 17 18 3-0 3'-O 76.324 88.070 BFP(-11.000) 19'-6% Pe Pv UG 5.7000 1182.20 14.86 140 0.048772 7-0 N 1.444 18 19 3-0 4-0 88.070 92.549 LtE(8-1014), E(13'-9%) 22-7% 29-7% Pe Pv 3.035 UG 5.7000 1182.20 14.86 150 0.042928 20-0 N 1.290 19 20 4-0 4-0 92.549 93.839 LtE(10-0Y2) 1001/2 3001,4 Pe Pv UG 7.9800 1182.20 7.58 150 0.008339 451-11% N 4.436 20 21 4-0 4-0 93.839 98.275 2GV(6-01A), 2E(27-2), EE(13-7) 'S 79-11% 531'-1134 Pe Pv 250.00 Hose Allowance At Source 21 1432.20 -Route 2.'''' BL 2.1570 16.04 1.41 120 0.002585 8-0 Pf 0.021 101 107 17-6 17-6 31.68 8 15.682 15.702 Sprinkler 8-0 Pe Pv BL 2.1570 47.74 4.19 120 0.019442 8-0 N 0.156 107 108 17-6 17-6 31.70 8 15.702 15.858 Sprinkler 8-0 Pe Pv BL 2.1570 79.60 6.99 120 0.050058 8-0 N 0.400 108 109 17-6 17-6 31.86 8 15.858 16.258 Sprinkler 8-0 Pe Pv BL 2.1570 111.86 9.82 120 0.093932 0-9 N 1.227 109 22 17-6 17-6 32.26 8 16.258 17.485 Sprinkler, P0(12-3%) 12-3% 13-0% Pe Pv RN 2.1570 111.86 9.82 120 0.093932 1-0% N 1.252 22 23 17-6 16-5% 17.485 19.179 P0(12-3%) 12-33/4 13-4 Pe Pv 0.443 CM 3.2600 111.86 4.30 120 0.012569 10-0 N 0.126 23 24 16-5% 16-5% 19.179 19.305 10-0 Pe Pv CM 3.2600 224.44 8.63 120 0.045586 28-5Y2 Pf 2.155 24 25 16-5% 16-5% 112.59 19.305 21.461 Flow (q) from Route 4 2E(9'-5) 18-9% 47-3% Pe Pv CM 3.2600 339.96 13.07 120 0.098271 20-1 N 3.822 25 26 16'-5% 16-5% 115.51 21.461 25.283 Flow (q) from Route 6 2E(9'-5) 18-9% 38-10% Pe Pv CM 3.2600 470.67 18.09 120 0.179398 2851/2 N 8.482 26 27 16-5% 16-5% 130.72 25.283 33.765 Flow (q) from Route 9 2E(9'-5) 18-9% 47-3% Pe Pv RN 2.1570 40.23 3.53 120 0.014167 1-0% N 0.189 27 28 16-5% 17-6 33.765 33.511 P0(12-3%) 12-3% 13-4 Pe Pv -0.443 BL 2.1570 40.23 3.53 120 0.014167 149-9% Pf 2.470 28 29 17-6 17-6 33.511 35.982 P0(12-3%) P0(12-3%) 24-7% 174-4V2 Pe Pv RN 2.1570 40.23 3.53 120 0.014167 1-0 N 0.189 29 6 17-6 16-6 35.982 36.604 P0(12-3%) 12-3% 13-3% Pe Pv 0.434 '••• Route 3 ..... BL 2.1570 15.26 1.34 120 0.002358 8-0 Pf 0.019 110 111 17-6 17-6 31.77 8 15.767 15.786 Sprinkler 8-0 Pe Pv BL 2.1570 47.05 4.13 120 0.018923 8-0 N 0.151 111 112 17-6 17-6 31.78 8 15.786 15.937 Sprinkler 8-0 Pe Pv BL 2.1570 78.98 6.93 120 0.049346 8-0 Pf 0.395 112 113 17-6 17-6 31.94 8 15.937 16.332 Sprinkler 8-0 Pe Pv BL 2.1570 111.31 9.77 120 0.093095 8-0 N 0.745 113 114 17-6 17-6 32.33 8 16.332 17.076 Sprinkler 8-0 Pe Pv F- I I [ I I [1 I I I I I I I I 1 I I I Job Number: 1 Q,s,,,. I IHydraulic Analysis 1/30/2018 7:56:07AM Page 9 ,© M.E.P.CAD, Inc. fiAutoSPRlNK 2018 v13.1 .76.0 Pipe Type Diameter Flow Velocity HWC Friction Loss ' Length Pressure - - - Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 144.37 12.68 120 0.150610 8-0 Pt 1.205 114 115 17-6 17'-6 33.06 8 17.076 18.281 Sprinkler 8-0 Pe Pv BL 2.1570 178.58 15.68 120 0.223197 44-0 Pf 12.567 115 30 17-6 17-6 34.21 8 18.281 30.849 Sprinkler, pO(12'3%) 12-3% 56-3% Pe Pv RN 2.1570 178.58 15.68 120 0.223197 1-0 Pt 2.970 30 3 17-6 16-6 30.849 34.252 P0(12-3%) 12-3% 13-33/4 Pe Pv 0.434 ..... Route 4''.'' BL 2.1570 16.50 1.45 120 0.002725 8-0 Pt 0.022 110 116 17-6 17-6 31.77 8 15.767 15.788 Sprinkler 8-0 Pe Pv BL 2.1570 48.29 4.24 120 0.019859 8-0 Pt 0.159 116 117 17-6 17-6 31.79 8 15.788 15.947 Sprinkler 8-0 Pe Pv BL 2.1570 80.24 7.04 120 0.050805 8-0 Pf 0.406 117 118 17-6 17'-6 31.95 8 15.947 16.354 Sprinkler 8'-0 Pe Pv BL 2.1570 112.59 9.89 120 0.095077 0-9 Pf 1.242 118 31 17-6 17-6 32.35 8 16.354 17.595 Sprinkler, P0(12-3%) 12-3% 13'-O% Pe Pv RN 2.1570 112.59 9.89 120 0.095077 11-0¼ Pf 1.267 31 24 17-6 16-53/4 17.595 19.305 P0(12-3%) 12-33/. 13-4 Pe Pv 0.443 '''Route 5'''.' BL 2.1570 13.79 1.21 120 0.001956 8-0 Pf 0.016 119 120 17-6 17-6 32.12 8 16.116 16.132 Sprinkler 8-0 Pe Pv BL 2.1570 45.93 4.03 120 0.018098 8-0 Pf 0.145 120 121 17-6 17-6 32.13 8 16.132 16.277 Sprinkler 8-0 Pe Pv BL 2.1570 78.20 6.87 120 0.048446 8-0 Pt 0.388 121 122 17-6 17-6 32.28 8 16.277 16.664 Sprinkler 8-0 Pe Pv BL 2.1570 110.86 9.73 120 0.092392 8-0 Pf 0.739 122 123 17-6 17-6 32.66 8 16.664 17.403 Sprinkler 8-0 Pe Pv BL 2.1570 144.23 12.66 120 0.150340 8-0 Pt 1.203 123 124 17-6 17-6 33.37 8 17.403 18.606 Sprinkler 8-0 Pe Pv BL 2.1570 178.74 15.69 120 0.223573 44-0 Pf 12.589 124 32 17-6 17-6 34.51 8 18.606 31.195 Sprinkler, P0(12-3%) 12-3% 56'-3% Pe Pv RN 2.1570 178.74 15.69 120 0.223573 1-0 Pf 2.975 32 4 17-6 16-6 31.195 34.603 P0(12-3%) 12-3% 13-3% Pe Pv 0.434 Route 6'•''' BL 2.1570 18.32 1.61 120 0.003306 8-0 Pt 0.026 119 125 17-6 17-6 32.12 8 16.116 16.143 Sprinkler 8-0 Pe Pv BL 2.1570 50.46 4.43 120 0.021544 8-0 Pt 0.172 125 126 17-6 17-6 32.14 8 16.143 16.315 Sprinkler 8-0 Pe Pv BL 2.1570 82.78 7.27 120 0.053820 8-0 Pt 0.431 126 127 17-6 17-6 32.31 8 16.315 16.746 Sprinkler 8-0 Pe Pv BL 2.1570 115.51 10.14 120 0.099697 17'-2Y2 Pf 2.944 127 33 17-6 17-6 32.74 8 16.746 19.689 Sprinkler, P0(12-3%) 12-33/4 2961,4 Pe Pv RN 2.1570 115.51 10.14 120 0.099697 1-0% Pf 1.329 33 25 17-6 16-5% 19.689 21.461 P0(12-3%) 12-3% 13-4 Pe Pv 0.443 Route 7'..'' BL 2.1570 38.03 3.34 120 0.012765 8-0 Pt 0.102 128 129 17-6% 17-7 33.50 8 17.540 17.639 Sprinkler 8-0 Pe Pv -0.003 r--- 'Ii] I I [1 I I I I Li I I I I I I I I Job Number: 1 Rennrt Dserintinn Snpr. Wcmhoiise I IHydrau1ic Analysis 1/30/2018 7:56:07AM Page 10 ,© M.E.P.CAD, Inc. M. AutoSPRlNK 2018 v13.1 .76.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 71.63 6.29 120 0.041181 8-0 Pf 0.329 129 130 17-7 17-7 33.60 8 17.639 17.965 Sprinkler 8-0 Pe Pv -0.003 BL 2.1570 105.54 9.27 120 0.084351 8-0 Pf 0.675 130 131 17-7 17-7 33.91 8 17.965 18.636 Sprinkler 8-0 Pe Pv -0.003 BL 2.1570 140.07 12.30 120 0.142413 8-0 Pf 1.139 131 132 17-7 17-7% 34.54 8 18.636 19.772 Sprinkler 8-0 Pe Pv -0.003 BL 2.1570 175.64 15.42 120 0.216458 44'-0 Pf 12.188 132 34 1771A 17-7% 35.57 8 19.772 31.942 Sprinkler, P0(12-3%) 12-3% 56-3% Pc Pv -0.018 RN 2.1570 175.64 15.42 120 0.216458 1-1% Pf 2.911 34 5 17-7% 16-6 31.942 35.347 P0(12-3%) 12-3% 1351/4 Pc Pv 0.494 ..... Route 8 ..... BL 2.1570 4.52 0.40 120 0.000249 8-0 Pf 0.002 133 128 17-6% 17-6% 33.51 8 17.541 17.540 Sprinkler 8-0 Pc Pv -0.003 =. ..... Route 9 ..... BL 2.1570 28.98 2.54 120 0.007722 8-0 Pf 0.062 133 134 17-6% 17-6% 33.51 8 17.541 17.606 Sprinkler 8-0 Pc Pv 0.003 BL 2.1570 62.55 5.49 120 0.032048 8-0 Pf 0.256 134 135 17'-6% 17-6% 33.57 8 17.606 17.866 Sprinkler 8-0 Pc Pv 0.003 BL 2.1570 96.36 8.46 120 0.071291 8-0 Pf 0.570 135 136 17-6% 17-6% 33.81 8 17.866 18.439 Sprinkler 8'-0 Pc Pv 0.003 BL 2.1570 130.72 11.48 120 0.125316 25-3% Pf 4.713 136 35 17-6% 17-6% 34.35 8 18.439 23.162 Sprinkler, P0(12-3%) 12-3% 37-7% Pc Pv 0.010 RN 2.1570 130.72 11.48 120 0.125316 1-01/2 Pf 1.672 35 26 17-6% 16-5% 23.162 25.283 P0(12-3%) 12-3% 13-4 Pc Pv 0.449 wo ... • • Route 10..... CM 3.2600 430.44 16.55 120 0.152063 12-0 Pf 1.825 27 36 16-5% 16-5% 40.23 33.765 35.590 Flow (q) from Route 2 12-0 Pc Pv RN 2.1570 36.80 3.23 120 0.012010 1-0% Pf 0.160 36 37 16-5% 17-6 35.590 35.307 P0(12-3%) 12-3% 13-4 Pc Pv -0.443 BL 2.1570 36.80 3.23 120 0.012010 149-9% Pf 2.094 37 38 17-6 17-6 35.307 37.401 P0(12-3%) P0(12-3%) 24-7% 174-41/2 Pc Pv RN 2.1570 36.80 3.23 120 0.012010 1-0 Pf 0.160 38 7 17-6 16-6 37.401 37.995 P0(12-3%) 12-3% 13-3% Pc Pv 0.434 . • Route 11 • • CM 3.2600 393.65 15.13 120 0.128893 12-0 Pf 1.547 36 39 16-5% 16-5% 36.80 35.590 37.136 Flow (q) from Route 10 12-0 Pc Pv RN 2.1570 36.57 3.21 120 0.011875 1-0% Pf 0.158 39 40 16-5% 17-6 37.136 36.852 P0(12-3%) 12-3% 13-4 Pc Pv -0.443 BL 2.1570 36.57 3.21 120 0.011875 149-9% Pf 2.071 40 41 17-6 17-6 36.852 38.923 P0(12-3%) P0(12-3%) 24-7% 174-4% Pc Pv RN 2.1570 36.57 3.21 120 0.011875 1-0 Pf 0.158 41 8 17-6 16-6 38.923 39.514 P0(12-3%) 12-3% 13-3% Pc Pv 0.434 -Route 12 ..... CM 3.2600 357.07 13.72 120 0.107618 12-0 Pf 1.291 39 42 16-5% 16-5% 36.57 37.136 38.428 Flow (q) from Route 11 12-0 Pc Pv RN 2.1570 39.47 3.47 120 0.013672 1-0% Pt 0.182 42 43 16-5% 17-6 38.428 38.167 P0(12-3%) 12-3% 13-4 Pc Pv -0.443 I I I I I I I I Li I 1 I I I U I I I Pipe Type Diameter Flow Velocity HWC Downstream Upstream Elevation Discharge K-Factor Pt BL 2.1570 39.47 3.47 120 43 44 17-6 17-6 38.167 40.551 RN 2.1570 39.47 3.47 120 44 9 17-6 16-6 40.551 41.167 38.428 39.468 120 39.468 39.258 120 39.258 42.303 120 42.303 42.969 39.468 40.251 120 40.251 40.121 120 40.121 44.203 120 44.203 44.948 40.251 40.777 120 40.777 40.757 120 40.757 46.289 120 46.289 47.145 I IHydraulic Analysis I I I I I I I I I I 1 I I I I I I Pn Fittings 0.013672 P0(12-3%) P0(12-3% 0.086652 Flow (q) from Route 12 0.017463 P0(12-3%) 0.017463 P0(12-3%) P0(12-3% Flow (q) from Route 13 0.023412 P0(12-3%) 0.023412 P0(12-3%) P0(12'-3% 12 Flow (q) from Route 14 0.031724 P0(12-3%) 0.031724 P0(12-3% Job Number: 1 escripuon: spec. vvarenouse Length Pressure Eq. Length Summary Total Length 149-9% Pf 2.384 24-7% Pe 174-4Y2 Pv 1-0 Pt 0.182 12-3% Pe 0.434 13-3% Pv Pe 12-0 Pv 1-0% Pf 0.233 12-3% Re -0.443 13-4 Pv 149-9% Pf 3.045 24-7% Pe 174-4Y2 Pv 1-0 Pf 0.232 12-3% Re 0.434 13-3% Pv 12-0 Pt 0.784 Pe 12-0 Pv 1-0% Pt 0.312 12-3% Pe -0.443 13-4 Pv 149-9% Pt 4.082 24-7% Re 174-4Y2 Pv 1-0 Pt 0.312 12-3% Pe 0.434 13-3% Pv 12-0 Pf 0.526 Pe 12-0 Pv 1-0% Pf 0.423 12-3% Pe -0.443 13-4 Pv 149-9% Pf 5.532 24-7% Pe 174-4Y2 Pv 1-0 Pf 0.422 12-3% Pe 0.434 13-3% Pv 51 54 16-5% 16'-5% 62.21 40.777 41.062 Flow (q) from Route 15 12-0 Pe Pv RN 2.1570 72.93 6.40 120 0.042582 1-0% Pf 0.568 54 55 16-5% 17-6 41.062 41.186 P0(12-3%) 12-3% 13'-4 Pe Pv -0.443 BL 2.1570 72.93 6.40 120 0.042582 149-9% Pt 7.425 55 56 17-6 17-6 41.186 48.612 P0(12-3%) P0(12-3%) 24-7% 174-4Y2 Pe Pv RN 2.1570 72.93 6.40 120 0.042582 1-0 Pf 0.567 56 13 17-6 16-6 48.612 49.612 P0(12-3%) 12-3% 13-3% Pe Pv 0.434 Go ..... Route 17 ..... CM 3.2600 84.63 3.25 120 0.007503 12-0 Pt 0.090 54 57 16-5% 16-5% 72.93 41.062 41.152 Flow (q) from Route 16 12-0 Pe Pv RN 2.1570 84.63 7.43 120 0.056072 1-0% Pt 0.747 57 58 16-5% 17-6 41.152 41.456 P0(12-3%) 12-3% 13'-4 Pe Pv -0.443 BL 2.1570 84.63 7.43 120 0.056072 149-9% Pf 9.778 58 59 17-6 17-6 41.456 51.234 P0(12-3%) P0(12-3%) 24-7% 174-4V2 Pe Pv 1, © M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.76.0 1/30/2018 7:56:07AM Page 11 Job Number: I Prinrf flrrinfirn Snot' ica 1 IHydraulic Analysis 1/30/2018 7:56:07AM Page 12 (,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v13.l.76.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length RN 2.1570 84.63 7.43 120 0.056072 1-0 Pt 0.746 59 17-6 51.234 12-3% Pe 0.434 14 16-6 52.414 PO(12'-3%) 13-3% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I IC Value Multiplier , L Actual Inside Diameter 4.87 I IValue OfC 100 130 140 150 _________ Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fillings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 111/40 Elbow points Ee2 221/20 Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I I I 11 I I I I I 1 I I I I 1 I I I I I 1 I I I I I I 1 I I I I 1 I I I ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v13.1.76.0 1/30/2018 7:56:15AM Page 13 By-Pass Backf low Assembly 3/4 Model 975XL0 I Materials Main valve body 304L Stainless steel Access covers 304L Stainless steel U Internals Stainless steel 300 Series NORYLTM Fasteners & Springs Stainless steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrite (FDA approved) I Polymers NORYLTM Sensing line Stainless steel, braided hose Features Sizes: 2 1/2", 3", 4", 611, 811, 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 Dimensions & Weights (do not include pkg.) 1 I I I 1 MODEL 375ASTDA with standard OS&Y D—C MODEL 375ASTDA with BG option .)EtE •! ':tj: Relief Valve discharge port: 21/2"-6'-2.75 sq. in. 8-10 - 3.69 sq. in. [1 *IRN ©iD WILKINS Reduced Pressure Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of contaminated water into the potable water supply. The Model 375ASTDA shall provide protection where a po- tential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal) ASSE® Listed 1047 AWWA Compliant C550 UL® Classified C-UL® Classified FM® Approved CSA® Certified B64.4 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California Meets the requirements of NSF/ANSI 61* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) FR NSF/ANSI 61 (SHOWN WITH OPTIONAL GROOVED END BUTTERFLY VALVES) Options (Suffixes can be combined) - with flanged end OS & Y gate valves (standard) E LM - less water meter O - with remote reading meter o - with gpm meter (standard) O CFM - with cu ft/min meter G - with grooved end OS&Y gate valves FG - with flanged inlet gate connection and grooved outlet gate connection O MS - with Integral Relief Valve Monitor Switch Pt - with Post Indicator Gate Valves BG - with grooved end butterfly valves with integral supervisory switch BF - with flanged end butterfly valves with integral supervisory switch —509 - with AWWA C509 gate valves RV - with by-pass on right hand side Accessories O Air gap (Model AG) O Repair kit (rubber only) O Thermal expansion tank (Model XI) OS & Y Gate valve tamper switch (OSY-40) QT-SET Quick Test Fitting Set I I 1 I I I MODEL DIMENSION (approximate) 375ASTDA A WITH B LESS __________ E E E WITH SIZE A BUTTERFLY GATE C D OS&Y OPEN OS&Y CLOSED BUTTERFLY F G VALVES VALVES VALVES in. mm in. mm in. mm in. I mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm 21/2 65 31 7/8 810 283/4 730 n/a n/a 12 305 71/4 184 173/4 451 153/8 391 81/4 210 93/4 248 85/8 219 3 80 1 327/8 835 293/8 746n/a n/a 12 305 71/4 184 201/4 514 17 432 81/4 210 93/4 248 85/8 219 4 100 347/8 886 301/4 768 n/a n/a 12 305 5 203 221/2 572 181/4 464 1 9 229 93/4 248 85/8 219 6 150 431/2 1105 361/2 927 n/a n/a 101/2 267 10 254 301/2 775 241/4 616 101/4 260 103/4 273 111/4 286 8 200 523/4 1340 453/4 1162 n/a n/a 151/8 384 11 279 37 940 281/2 724 181/2 470 155/8 397 131/4 337 10 250 553/4 1416 493/4 1264 n/a n/a 15 1/8 384 12 305 455/8 1159 343/4 883 181/2 470 155/8 397 13 1/4 337 Zurn Industries, LLC I Wilkins Rev. M 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 6/17 In Canada I Zurn Industries Limited Document No. BF-375ASTDA 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 Product No. Model 375ASTDA www.zurn.com Page 1 of 2 1 I H I iLl 0 4000 Flow Characteristics MODEL 375ASTDA 2 112', 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37.9 20 0 U) a. 15 U) U) 0 —J 10 UJI CL 0 200 400 600 FLOW RATES (GPM) MODEL 375ASTDA6, 8" & 10" (STANDARD AND METRIC) FLOW RATES (Ifs) 0.0 63.1 126.2 189.3 ZU / a a- 0(250mm) U) 138 8" (200mm) IL 0 0 1000 2000 3000 FLOW RATE (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 other- wise 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 mainte- nance. The installation shall be made so that no part of the unit can be submerged. ZURN WILKINS MODEL 375ASTDA OUTDOOR HORIZONTAL INSTALLATION Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be certified to NSF/ANSI 61, ASSE® Listed 1047, and supplied with full port OS & Y gate valves. The main body and access cover shall be 304L Stainless Steel, 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 Backf low Prevention Assembly shall be a ZURN WILKINS Model 375ASTDA. 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 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 I I I I I I I I I I I I I I I I I I I (80mm) O Rated Flow (established by approval agencies) 50.5 138 4" (100mm( 104 69 Lu to 35 U) Ui 0 0 800 252.4 Capacity thru Schedule 40 Pipe (GPM Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 21/2 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 12' 1763 2644 3525 5288