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HomeMy WebLinkAbout2725 STATE ST; ; AS160135; PermitJob Address: 2725 STATE ST Permit Type: SPRINK Parcel No: 2030540300 Lot #: 0 Status: ISSUED Applied 5/17/2016 Approved: 7/26/2016 Applicant: AZTEC FIRE & SAFETY 8108 COMMERCIAL ST LA MESA, CA 619-464-5625 Owner: MARTIN DORIN&BILLIE REVOCABLE TRUST 01-10-94 P0 BOX 546 FALLBROOK CA 8/15/22, 5:14 PM AS160135 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160135 Reference No.: Issued: 7/26/2016 PC #: Inspector: Project Title: CAMPFIRE RESTAURANT Ti.: RETROFIT NEW AUTOMATIC FIRE SPRINKLER SYSTEM FOR AN A-2 OCCUPANCY PER NFPA 13, 2013. AZTEC POINT OF CONNECTION AT CITY MAIN. NEW FIRE SERVICE WITH BACKFLOW PREVENTION SHALL BE INSTALLED. Fees ($) Add'I Fees ($) Total ($) Balance ($) 573 0 73 0 1/1 CAMPFIRE Fire Sprinkler Reports for Hawkins Construction 4177 Yale La Mesa, CA. 91941 Prepared By: KM Aztec Fire & Safety, Inc. 8108 Commercial St La Mesa, CA. 91942 619-464-5625 7/6/2016 AS1 60135 2725 STATE ST Fire - Fire Sprinkler Hydraulics Calculation Program - Elite Software Development, Inc, Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 2 General Project Data Report General Data Project Title: Campfire Project File Name: Campfire. .fiw Designed By: KM Date: 7/6/2016 Code Reference: NFPA 13 2013ED Approving Agency: Carlsbad Fire Client Name: Hawkins Construction Phone: Address: 4177 Yale City, State Zip Code: La Mesa, CA. 91941 Company Name: Aztec Fire & Safety, Inc. Representative: Company Address: 8108 Commercial St City And State: La Mesa, CA. 91942 Phone: 619464-5625 Building Name: Building Owner: Contact at Building: Phone at Building: Address Of Building: City, State Zip Code: Proj!ct Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1158 ft2 Maximum Area Per Sprinkler: 130 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: Not Yet Defined Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 150.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Globe Model: Size: Temperature Rating: 0 F Water Supply Test Data Source Of Information: Test Hydrant ID: H60947 Date Of Test: 04/08/16 Hydrant Elevation: 0 ft Static Pressure: 83.70 psi Test Flow Rate: 3750.00 gpm Test Residual Pressure: 36.90 psi Calculated System Flow Rate: 545.40 gpm Calculated Inflow Residual Pressure: 79.18 psi Available Residual Pressure At 82.38 P i . System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.13 psi Minimum Desired Flow Density: 0.15 gpm/ft2 Number Of Active Nodes: 39 Number Of Active Pipes: 38 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 16 Number Of Inactive Sprinklers: 0 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. I Cross Way Fire Protection Campfire La Mesa, CA 91941 - Page 3I Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow (gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor (K) 2 No Discharge ---- N/A 79.18 -6.00 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 76.74 -6.00 0.00 0.000 0.0 ---- 0.0 0.00 6 No Discharge ---- N/A 73.29 1.00 0.00 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 69.28 1.00 0.00 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 66.09 7.00 0.00 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 64.34 7.70 0.00 0.000 0.0 ---- 0.0 0.00 14 No Discharge ---- N/A 50.56 12.00 0.00 0.000 0.0 ---- 0.0 0.00 28 No Discharge ---- N/A 37.60 12.50 0.00 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 30.06 15.50 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 27.93 15.50 0.00 32 0.000 0.0 ---- 0.0 0.00 34 No Discharge ---- N/A 26.12 15.50 0.00 0.000 0.0 ---- 0.0 0.00 38 No Discharge ---- N/A 25.38 15.50 0.00 0.000 0.0 ---- 0.0 0.00 42 No Discharge ---- N/A 24.88 15.50 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 21.52 14.00 0.00 46 0.000 0.0 ---- 0.0 0.00 48 No Discharge ---- N/A 21.15 14.00 0.00 0.000 0.0 ---- 0.0 0.00 49 No Discharge ---- N/A 14.72 9.00 0.00 0.000 0.0 ---- 0.0 0.00 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM rFire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page Fire Sprinkler Input Data Node Input Data (cont'd) - Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow (gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor (K) 54 No Discharge ---- N/A 20.56 14.00 0.00 0.000 0.0 ---- 0.0 0.00 55 No Discharge ---- N/A 13.04 9.00 0.00 0.000 0.0 ---- 0.0 0.00 58 No Discharge ---- N/A 20.35 14.00 0.00 0.000 0.0 ---- 0.0 0.00 70 No Discharge ---- N/A 20.16 14.00 0.00 0.000 0.0 ---- 0.0 0.00 71 No Discharge ---- N/A 12.51 9.00 0.00 0.000 0.0 ---- 0.0 0.00 74 No Discharge ---- N/A 20.67 12.00 0.00 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 20.65 12.00 0.00 78 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 5.60 34.72 8.00 0.00 101 0.000 0.0 ---- 0.0 0.00 103 Sprinkler ---- 5.60 28.08 15.00 0.00 0.000 0.0 ---- 0.0 0.00 104 Sprinkler ---- 5.60 26.09 15.00 0.00 0.000 0.0 ---- 0.0 0.00 105 Sprinkler ---- 5.60 24.41 15.00 0.00 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 5.60 24.07 8.00 0.00 107 0.000 0.0 ---- 0.0 0.00 109 Sprinkler ---- 5.60 23.47 8.00 0.00 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 5.60 23.25 15.00 0.00 0.000 0.0 ---- 0.0 0.00 113 Sprinkler ---- 5.60 13.57 8.00 0.00 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 5.60 13.63 8.00 0.00 115 0.000 0.0 ---- 0.0 0.00 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire Fire Sprinkler Hydraulics Calculation Program elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 5 1 Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Sprinkler Pressure Node Elev (ft) Non-Sprinkler Node Node Description Branch Dia. KFactor (K) Estimate (psi) Branch Non- Flow (gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor (K) 117 Sprinkler ---- 5.60 12.83 8.00 0.00 0.000 0.0 ---- 0.0 0.00 119 Sprinkler ---- 5.60 12.88 8.00 0.00 0.000 0.0 ---- 0.0 0.00 121 Sprinkler ---- 5.60 18.98 8.00 0.00 0.000 0.0 ---- 0.0 0.00 123 Sprinkler ---- 5.60 12.33 8.00 0.00 0.000 0.0 ---- 0.0 0.00 125 Sprinkler ---- 5.60 12.13 8.00 0.00 0.000 0.0 ---- 0.0 0.00 127 Sprinkler ---- 5.60 19.80 8.00 0.00 0.000 0.0 ---- 0.0 0.00 129 Sprinkler ---- 5.60 19.78 8.00 0.00 0.000 0.0 ---- 0.0 0.00 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program - Cross Way Fire Protection La Mesa CA 91941 Elite Software Development, Inc. Campfire Page Fire Sprinkler Input Data Pipe Input Data Beg Node End Node Pipe Description Nominal Diameter (inch) Type Group Fitting Data Nominal Length (feet) Fitting Length (feet) Total CFactor Length (gpm/inch- (feet) psi) 2 4 PVC, css 200 4.000 0 FETG 29.50 54.30 83.80 150 4 6 CAST IRON, CLS 250 4.000 0 7.00 0.00 7.00 100 6 8 Backflo Prey 4.000 Loss 8 10 SCHED 10 WET STEEL 4.000 0 E 3.50 13.00 16.50 120 10 12 SCHED IO WET STEEL 4.000 0 ET 2.00 39.00 41.00 120 12 14 SCHED 10 WET STEEL 2.500 0 3E 8.50 24.00 32.50 120 14 28 SCHED 10 WET STEEL 2.500 0 E 26.75 8.00 34.75 120 28 30 SCHED 10 WET STEEL 2.500 0 E 12.00 8.00 20.00 120 28 101 EDDYTHREAD4OTHR 1.000 0 2ET 7.00 10.70 17.70 120 30 103 EDDYTHREAD4OTHR 1.000 0 ET 1.50 8.30 9.80 120 30 32 SCHED 10 WET STEEL 2.500 0 8.00 0.00 8.00 120 32 34 SCHED 10 WET STEEL 2.500 0 8.00 0.00 8.00 120 32 104 EDDYTHREAD4OTHR 1.000 0 El 1.50 8.30 9.80 120 34 107 EDDYTHREAD4OTHR 1.000 0 ET 19.00 8.30 27.30 120 34 38 SCHED 10 WET STEEL 2.500 0 4.75 0.00 4.75 120 34 105 EDDYTHREAD4OTHR 1.000 0 ET 1.50 8.30 9.80 120 38 42 SCHED 10 WET STEEL 2.500 0 4.00 0.00 4.00 120 38 109 EDDYTHREAD4OTHR 1.000 0 2ET 16.50 10.70 27.20 120 42 46 SCHED 10 WET STEEL 2.500 0 2ET 8.50 32.00 40.50 120 42 111 EDDYTHREAD4OTHR 1.000 0 ET 1.50 8.30 9.80 120 46 48 SCHED 10 WET STEEL 2.500 0 3.75 0.00 3.75 120 48 49 EDDYTHREAD4OTHR 1.000 0 El 12.50 8.30 20.80 120 48 54 SCHED 10 WET STEEL 2.500 0 9.25 0.00 9.25 120 49 113 EDDYTHREAD4OTHR 1.000 0 ET 5.50 8.30 13.80 120 49 115 EDDYTHREAD4OTHR 1.000 0 ET 5.00 8.30 13.30 120 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Cross Way Fire Protection La Mesa, CA 91941 Elite Software Development, Inc. Campfire Page 7. Fire Sprinkler Input Data Pipe Input Data (cont'd) Beg. End. Node Node Pipe Description o e o e Nominal Diameter (inch) Type Group Data Fitting . Nominal Length (feet) Fitting Length (feet) Total CFactor Length (gpm/inch- (feet) psi) 54 58 SCHED 10 WET STEEL 2.500 0 5.75 0.00 5.75 120 54 55 EDDYTHREAD4OTHR 1.000 0 E2T 10.50 14.20 24.70 120 55 119 EDDYTHREAD4OTHR 1.000 0 E 3.00 2.40 5.40 120 55 117 EDDYTHREAD4OTHR 1.000 0 E 3.50 2.40 5.90 120 58 70 SCHED 10 WET STEEL 2.500 0 8.25 0.00 8.25 120 58 121 EDDYTHREAD4OTHR 1.000 0 2ET 14.75 10.70 25.45 120 70 74 SCHED 10 WET STEEL 2.500 0 3E 20.50 24.00 44.50 120 70 71 EDDYTHREAD4OTHR 1.000 0 E2T 12.00 14.20 26.20 120 71 125 EDDYTHREAD4OTHR 1.000 0 E 5.50 2.40 7.90 120 71 123 EDDYTHREAD4OTHR 1.000 0 E 3.50 2.40 5.90 120 74 127 EDDYTHREAD4OTHR 1.000 0 ET 7.75 8.30 16.05 120 74 78 SCHED 10 WET STEEL 2.500 0 9.50 0.00 9.50 120 78 129 EDDYTHREAD4OTHR 1.000 0 ET 7.75 8.30 16.05 120 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire Fire Sprinkler Hydraulics Calculation Program - - - Elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 8 Fire Sprinkler Output Data Overall _Node _Groupings _Output __Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 2 4 0 395.40 0.00 0.00 -395.40 79.18 4 2 0 -395.40 0.00 0.00 0.00 76.74 0.00000 4 6 0 395.40 6 4 0 -395.40 0.00 0.00 0.00 73.29 0.41409 6 8 0 395.81 8 6 0 -395.81 0.00 0.00 0.00 69.28 -0.41409 8 10 0 395.40 10 8 0 -395.40 0.00 0.00 0.00 66.09 0.00000 10 12 0 395.40 12 10 0 -395.40 0.00 0.00 0.00 64.34 0.00000 12 14 0 395.40 14 12 0 -395.40 0.00 0.00 0.00 50.56 0.00000 14 28 0 395.40 28 14 0 -395.40 0.00 0.00 0.00 37.60 0.00000 28 30 0 362.40 28 101 0 33.00 30 28 0 -362.40 0.00 0.00 0.00 30.06 0.00000 30 103 0 29.68 30 32 0 332.72 32 30 0 -332.72 0.00 0.00 0.00 27.93 0.00000 32 34 0 304.12 32 104 0 28.61 34 32 0 -304.12 0.00 0.00 0.00 26.12 0.00000 34 107 0 27.47 34 38 0 248.98 34 105 0 27.67 38 34 0 -248.98 0.00 0.00 0.00 25.38 0.00000 38 42 0 221.85 38 109 0 27.13 42 38 0 -221.85 0.00 0.00 0.00 24.88 0.00000 42 46 0 194.84 42 111 0 27.00 46 42 0 -194.84 0.00 0.00 0.00 21.52 0.00000 46 48 0 194.84 48 46 0 -194.84 0.00 0.00 0.00 21.15 0.00000 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Cross Way Fire Protection Elite Software Development, Inc. Campfire 'La Mesa, CA 91941 - Page 9 Fire Sprinkler Output Data Overall Node Groupings Output Data (contd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg, Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 48 49 0 41.30 48 54 0 153.54 49 48 0 -41.30 0.00 0.00 0.00 14.72 0.00000 49 113 0 20.63 49 115 0 20.67 54 48 0 -153.54 0.00 0.00 0.00 20.56 0.00000 54 58 0 113.39 54 55 0 40.16 55 54 0 -40.16 0.00 0.00 0.00 13.04 0.00003 55 119 0 20.10 55 117 0 20.06 58 54 0 -113.39 0.00 0.00 0.00 20.35 0.00000 58 70 0 88.99 58 121 0 24.40 70 58 0 -88.99 0.00 0.00 0.00 . 20.16 0.00000 70 74 0 49.82 70 71 0 39.17 71 70 0 -39.17 0.00 0.00 0.00 12.51 -0.00007 71 125 0 19.50 71 123 0 19.66 74 70 0 -49.82 0.00 0.00 0.00 20.67 0.00000 74 127 0 24.92 74 78 0 24.91 78 74 0 -24.91 0.00 0.00 0.00 20.65 0.00000 78 129 0 24.91 101 28 0 -33.00 33.00 0.00 0.00 34.72 0.00049 103 30 0 -29.68 29.68 0.00 0.00 28.08 0.00046 104 32 0 -28.61 28.61 0.00 0.00 26.09 0.00039 105 34 0 -27.67 27.67 0.00 0.00 24.41 0.00034 107 34 0 -27.47 27.47 0.00 0.00 24.07 0.00019 109 38 0 -27.13 27.13 0.00 0.00 23.47 0.00018 111 42 0 -27.00 27.00 0.00 0.00 23.25 0.00031 113 49 0 -20.63 20.63 0.00 0.00 13.57 0.00005 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire Fire Sprinkler Hydraulics Calculation Program Cross Way Fire Protection La Mesa, CA 91941 - - Elite Software Development, Inc. Campfire -Page 10 Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Node Node Group (gpm) (gpm) (gpm) (gpm) Beg. Node Residual Pressure (psi) Imbalance Flow At Beg. Node (gpm) 115 49 0 -20.67 20.67 0.00 0.00 13.63 0.00005 117 55 0 -20.06 20.06 0.00 0.00 12.83 0.00003 119 55 0 -20.10 20.10 0.00 0.00 12.88 0.00003 121 58 0 -24.40 24.40 0.00 0.00 18.98 0.00011 123 71 0 -19.66 19.66 0.00 0.00 12.33 0.00006 125 71 0 -19.50 19.50 0.00 0.00 12.13 0.00008 127 74 0 -24.92 24.92 0.00 0.00 19.80 0.00014 129 78 0 -24.91 24.91 0.00 0.00 19.78 0.00014 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 11 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal SpkiHose Residual Nom. Dia. q (gpm) F. Lift Pipe-Len. PF-(psi) End. KFactor Elevation Discharge Pressure Inside Dia. Q (gprn) (psi/ft) Fit-Len. PE-(psi) Node (feet) ' / (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) '' ' (fps) Type-Grp (ft) 2 0.00 -6.00 0.00 79.18 4.00 0.00 0.02914 29.50 2.442 4 0.00 -6.00 0.00 76.74 4.072 395.40 FETG 54.30 0.000 PVC, CLASS 200 150 9.74 0 83.80 2.442 4 0.00 -6.00 0.00 76.74 4.00 0.00 0.05967 7.00 0.418 6 0.00 1.00 0.00 73.29 4.100 395.40 0.00 3.031 CAST IRON, CLS 250 100 9.61 0 7.00 3.449 6 Backflo 1.00 73.29 395.81 Prey 8 4.00 psi 1.00 69.28 8 0.00 1.00 0.00 69.28 4.00 0.00 0.03534 3.50 0.583 10 0.00 7.00 0.00 66.09 4.260 395.40 E 13.00 2.598 SCHED 10 WET STEEL 120 8.90 0 16.50 3.181 10 0.00 7.00 0.00 66.09 4.00 0.00 0.03534 2.00 1.449 12 0.00 7.70 0.00 64.34 4.260 395.40 ET 39.00 0.303 SCHED 10 WET STEEL 120 8.90 0 41.00 1.752 12 0.00 7.70 0.00 64.34 2.50 0.00 0.36671 8.50 11.918 14 0.00 12.00 0.00 50.56 2.635 395.40 3E 24.00 1.862 SCHED 10 WET STEEL 120 23.26 0 32.50 13.780 14 0.00 12.00 0.00 50.56 2.50 0.00 0.36671 26.75 12.743 28 0.00 12.50 0.00 37.60 2.635 395.40 E 8.00 0.217 SCHED 10 WET STEEL 120 23.26 0 34.75 12.960 28 0.00 12.50 0.00 37.60 2.50 0.00 0.31210 12.00 6.242 30 0.00 15.50 0.00 30.06 2.635 362.40 E 8.00 1.299 SCHED 10 WET STEEL 120 21.32 0 20.00 7.541 28 0.00 12.50 0.00 37.60 1.00 33.00 0.27277 7.00 4.828 101 5.60 8.00 33.00 34.72 1.090 33.00 2ET 10.70 -1.949 EDDYTHREAD4OTHR 120 11.35 0 17.70 2.880 30 0.00 15.50 0.00 30.06 1.00 29.68 0.22414 1.50 2.197 103 5.60 15.00 29.68 28.08 1.090 29.68 El 8.30 -0.217 EDDYTHREAD4OTHR 120 10.20 0 9.80 1.980 30 0.00 15.50 0.00 30.06 2.50 0.00 0.26647 8.00 2.132 32 0.00 15.50 0.00 27.93 2.635 332.72 0.00 0.000 SCHED 10 WET STEEL 120 19.58 0 8.00 2.132 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 12 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) , F. Lift Pipe-Len. PF-(psi) End. E' KFactor Elevation Discharge Pressure Inside Dia. ,gprn1 (psi/ft)Fen. I: L PE-(psi) - Value Velocity Fittings Tot-Len (fps) Type-Grp (ft) - 32 0.00 15.50 0.00 27.93 2.50 0.00 0.22564 8.00 1.805 34 0.00 15.50 0.00 26.12 2.635 304.12 0.00 0.000 SCHED 10 WET STEEL 120 17.89 0 8.00 1.805 32 0.00 15.50 0.00 27.93 1.00 28.61 0.20942 1.50 2.052 104 5.60 15.00 28.61 26.09 1.090 28.61 El 8.30 -0.217 EDDYTHREAD4OTHR 120 9.84 0 9.80 1.836 34 0.00 15.50 0.00 26.12 1.00 27.47 0.19433 19.00 5.305 107 5.60 8.00 27.47 24.07 1.090 27.47 ET 8.30 -3.248 EDDYTHREAD4OTHR 120 9.45 0 27.30 2.058 34 0.00 15.50 0.00 26.12 2.50 0.00 0.15584 4.75 0.740 38 0.00 15.50 0.00 25.38 2.635 248.98 0.00 0.000 SCHED 10 WET STEEL 120 14.65 0 4.75 0.740 34 0.00 15.50 0.00 26.12 1.00 27.67 0.19690 1.50 1.930 105 5.60 15.00 27.67 24.41 1.090 27.67 ET 8.30 -0.217 EDDYTHREAD4OTHR 120 9.51 0 9.80 1.713 38 0.00 15.50 0.00 25.38 2.50 0.00 0.12589 4.00 0.504 42 0.00 15.50 0.00 24.88 2.635 221.85 0.00 0.000 SCHED 10 WET STEEL 120 13.05 0 4.00 0.504 38 0.00 15.50 0.00 25.38 1.00 27.13 0.18985 16.50 5.164 109 5.60 8.00 27.13 23.47 1.090 27.13 2E1 10.70 -3.248 EDDYTHREAD4OTHR 120 9.33 0 27.20 1.916 42 0.00 15.50 0.00 24.88 2.50 0.00 0.09901 8.50 4.010 46 0.00 14.00 0.00 21.52 2.635 194.84 2ET 32.00 -0.650 SCHED 10 WET STEEL 120 11.46 0 40.50 3.361 42 0.00 15.50 0.00 24.88 1.00 27.00 0.18824 1.50 1.845 111 5.60 15.00 27.00 23.25 1.090 27.00 ET 8.30 -0.217 EDDYTHREAD4OTHR 120 9.28 0 9.80 1.628 46 0.00 14.00 0.00 21.52 2.50 0.00 0.09901 3.75 0.371 48 0.00 14.00 0.00 21.15 2.635 194.84 0.00 0.000 SCHED 10 WET STEEL 120 11.46 0 3.75 0.371 48 0.00 14.00 0.00 21.15 1.00 0.00 0.41321 12.50 8.595 49 0.00 9.00 0.00 14.72 1.090 41.30 ET 8.30 -2.165 EDDYTHREAD4OTHR 120 14.20 0 20.80 6.430 48 0.00 14.00 0.00 21.15 2.50 0.00 0.06372 9.25 0.589 54 0.00 14.00 0.00 20.56 2.635 153.54 0.00 0.000 SCHED 10 WET STEEL 120 9.03 0 9.25 0.589 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire- Fire Sprinkler Hydraulics Calculation Program cç Elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 13 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) End. KFactor Elevation Discharge Pressure Inside Dia. Q (gprn) (psi/ft) Fit-Len. PE-(psi) Node (feet) '. / gpm' / (psi) C-Value Velocity Fittings Tot-Len. PT (fps) Type-Grp (ft) 49 0.00 9.00 0.00 14.72 1.00 20.63 0.11441 5.50 1.579 113 5.60 8.00 20.63 13.57 1.090 20.63 ET 8.30 -0.433 EDDYTHREAD 4OTHR 120 7.09 0 13.80 1.146 49 0.00 9.00 0.00 14.72 1.00 20.67 0.11481 5.00 1.527 115 5.60 8.00 20.67 13.63 1.090 20.67 El 8.30 -0.433 EDDYTHREAD 4OTHR 120 7.11 0 13.30 1.094 54 0.00 14.00 0.00 20.56 2.50 0.00 0.03636 5.75 0.209 58 0.00 14.00 0.00 20.35 2.635 113.39 0.00 0.000 SCHED 10 WET STEEL 120 6.67 0 5.75 0.209 54 0.00 14.00 0.00 20.56 1.00 0.00 0.39223 10.50 9.688 55 0.00 9.00 0.00 13.04 1.090 40.16 E2T 14.20 -2.165 EDDYTHREAD 4OTHR 120 13.81 0 24.70 7.523 55 0.00 9.00 0.00 13.04 1.00 20.10 0.10900 3.00 0.589 119 5.60 8.00 20.10 12.88 1.090 20.10 E 2.40 -0.433 EDDYTHREAD 4OTHR 120 6.91 0 5.40 0.156 55 0.00 9.00 0.00 13.04 1.00 20.06 0.10859 3.50 0.641 117 5.60 8.00 20.06 12.83 1.090 20.06 E 2.40 -0.433 EDDYTHREAD 4OTHR 120 6.90 0 5.90 0.208 58 0.00 14.00 0.00 20.35 2.50 0.00 0.02323 8.25 0.192 70 0.00 14.00 0.00 20.16 2.635 88.99 0.00 0.000 SCHED 10 WET STEEL 120 5.24 0 8.25 0.192 58 0.00 14.00 0.00 20.35 1.00 24.40 0.15600 14.75 3.970 121 5.60 8.00 24.40 18.98 1.090 24.40 2ET 10.70 -2.598 EDDYTHREAD 4OTHR 120 8.39 0 25.45 1.372 70 0.00 14.00 0.00 20.16 2.50 0.00 0.00794 20.50 0.353 74 0.00 12.00 0.00 20.67 2.635 49.82 3E 24.00 -0.866 SCHED 10 WET STEEL 120 2.93 0 44.50 -0.513 70 0.00 14.00 0.00 20.16 1.00 0.00 0.37452 12.00 9.812 71 0.00 9.00 0.00 12.51 1.090 39.17 E2T 14.20 -2.165 EDDYTHREAD 40 THR 120 13.47 0 26.20 7.647 71 0.00 9.00 0.00 12.51 1.00 19.50 0.10311 5.50 0.815 125 5.60 8.00 19.50 12.13 1.090 19.50 E 2.40 -0.433 EDDYTHREAD 40 THR 120 6.71 0 7.90 0.382 71 0.00 9.00 0.00 12.51 1.00 19.66 0.10465 3.50 0.617 123 5.60 8.00 19.66 12.33 1.090 19.66 E 2.40 -0.433 EDDYTHREAD 4OTHR 120 6.76 0 5.90 0.184 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM ii- Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 Page 14 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom . Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit-Len. PE-(psi) (feet) Node (K) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 74 0.00 12.00 0.00 20.67 1.00 24.92 0.16223 7.75 2.604 127 5.60 8.00 24.92 19.80 1.090 24.92 El 8.30 -1.732 EDDYTHREAD4OTHR 120 8.57 0 16.05 0.872 74 0.00 12.00 0.00 20.67 2.50 0.00 0.00220 9.50 0.021 78 0.00 12.00 0.00 20.65 2.635 24.91 0.00 0.000 SCHED 10 WET STEEL 120 1.47 0 9.50 0.021 78 0.00 12.00 0.00 20.65 1.00 24.91 0.16209 7.75 2.602 129 5.60 8.00 24.91 19.78 1.090 24.91 ET 8.30 -1.732 EDDYTHREAD4OTHR 120 8.56 0 16.05 0.870 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. - Cross Way Fire Protection jL Campfire La Mesa, CA 91941 Page 15 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Code KFactor K ( / Elevation Pressure Density Discharge Node No. ' (feet) (psi) ' / (gpmlft2 ) (gpm) 101 5.60 8.00 34.72 130.00 0.254 33.00 Sub Totals For Non-Group 130.00 0.254 33.00 103 5.60 15.00 28.08 130.00 0.228 29.68 Sub Totals For Non-Group 130.00 0.228 29.68 104 5.60 15.00 26.09 130.00 0.220 28.61 Sub Totals For Non-Group 130.00 0.220 28.61 105 5.60 15.00 24.41 130.00 0.213 27.67 Sub Totals For Non-Group 130.00 0.213 27.67 107 5.60 8.00 24.07 130.00 0.211 27.47 Sub Totals For Non-Group 130.00 0.211 27.47 109 5.60 8.00 23.47 130.00 0.209 27.13 Sub Totals For Non-Group 130.00 0.209 27.13 111 5.60 15.00 23.25 130.00 0.208 27.00 Sub Totals For Non-Group 130.00 0.208 27.00 113 5.60 8.00 13.57 130.00 0.159 20.63 Sub Totals For Non-Group 130.00 0.159 20.63 115 5.60 8.00 13.63 130.00 0.159 20.67 Sub Totals For Non-Group 130.00 0.159 20.67 117 5.60 8.00 12.83 130.00 0.154 20.06 Sub Totals For Non-Group 130.00 0.154 20.06 119 5.60 8.00 12.88 130.00 0.155 20.10 Sub Totals For Non-Group 130.00 0.155 20.10 121 5.60 8.00 18.98 130.00 0.188 24.40 Sub Totals For Non-Group 130.00 0.188 24.40 123 5.60 8.00 12.33 130.00 0.151 19.66 Sub Totals For Non-Group 130.00 0.151 19.66 125 5.60 8.00 12.13 130.00 0.150 19.50 Sub Totals For Non-Group 130.00 0.150 19.50 127 5.60 8.00 19.80 130.00 0.192 24.92 Sub Totals For Non-Group 130.00 0.192 24.92 129 5.60 8.00 19.78 130.00 0.192 24.91 Sub Totals For Non-Group 130.00 0.192 24.91 Totals For All Groups 2080.00 0.190 395.40 C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Cross Way Fire Protection Campfire La Mesa, CA 91941 - Page 16 Fire Sprinkler Output Summary [Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 125 HMD Actual Residual Pressure: 12.13 psi HMD Actual GPM: 19.50 gpm [Spnnkler Summary Sprinkler System Type: Wet Specified Area Of Application: 1158.00 ft2 Minimum Desired Density: 0.150 gpm/ft2 Application Average Density: 0.341 gpm/ft2 Application Average Area Per Sprinkler: 72.38 ft2 Sprinkler Flow: 395.40 gpm Average Sprinkler Flow: 24.71 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity (In Pipe 12- 14) 23.26 ft/sec Maximum Velocity Pressure (In Pipe 12 - 14) 3.64 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0071 psi Actual Average Nodal Pressure Imbalance: 0.0006 psi Actual Maximum Nodal Flow Imbalance: -0.4141 gpm Actual Average Nodal Flow Imbalance: 0.0213 gpm [Overall Network Summary Number Of Unique Pipe Sections: 38 Number Of Flowing Sprinklers: 16 Pipe System Water Volume: 74.56 gal Sprinkler Flow: 395.40 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 395.40 gpm Exterior Hose Flow: 150.00 gpm Minimum Required Residual Pressure At System Inflow Node: 79. 18 psi Demand Flow At System Inflow Node: 545.40 gpm C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Cross Way Fire Protection Campfire t.a Mesa, CA 91941 Page 171 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 100 90 84 80 70 0. 60 i) I- U) CA ci) I- I 50 40 30 20 10 0 4 8 12 16 20 24 28 32 36 40 Flowrate(xl 00) gpm Supply Curve Data Static Pressure: 83.7 psi Test Residual Pressure: 36.9 psi Test Flow Rate: 3750 gpm Demand Curve Data Calculated Residual Pressure: 79.18 psi Calculated Flow Rate: 545.40 gpm Exterior Hose Flow: 150.00 gpm Excess Available Residual Pressure At Calculated Flow: 3.2 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 10.06 psi n C:\ ...\Campfire.fiw Wednesday, July 6, 2016, 2:12 PM ZURN Model 350ASTDA WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ASTDA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only) and C550 UL® Classified C-UL® Classified FM® Approved CSA® Certified 1364.5 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backflow Assembly 3/4" Model 950XLD Materials Main valve body 304L Stainless steel Access covers 304L Stainless steel 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 Features Sizes: 2 1/2, 3°, 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 1316.1 Class 125 Dimensions & Weights (do not include pkg.) WEIGHT MODEL WITH OS&Y WITH OS&Y WITH WITH 35OASTDA SIZE GATES BUTTERFLY BUTTERFLY GATES (GXF) (GXG) VALVES (GXG) VALVES (FXG) in. mm lbs. kg lbs. I kg lbs. I kg lbs. kg 2 1121 65 126 57 116 53 93 42 103 47 3 ---- 80 65 131 60 ----- 97 44 110 --- 50 4 100 218 143 99 198 90 101 i- 123--- 56 6 150 352 160 322 147 164 74 194 88 8 200 667 303 613 278 350 159 373 169 0 (SHOWN WITH OPTIONAL GROOVED END BUTTERFLY VALVES) Options (Suffixes can be combined) 11 - with flanged end OS & Y gate valves (standard) F-1 LM - less water meter - with remote reading meter El - with gallon meter (standard) EJ CFM - with cu ft meter fl CMM - with cu meter meter E G - with grooved end OS&Y gate valves FG - with flanged inlet gate connection and grooved outlet gate connection E P1 - with Post Indicator Gate Valves E BG - with grooved end butterfly valves with integral supervisory switches E] BF - with flanged end butterfly valves with integral supervisory switches Accessories Repair kit (rubber only) Thermal expansion tank (Model XT) OS & Y Gate valve tamper switch (OSY-40) MODEL 35OASTDA with OS&Y option I I __ I I 10111 I. '•i - ' U—[E— pi MODEL DIMENSION (approximate) 350ASTDA SIZE in mm A in mm A WITH BUTTERFLY VALVES in mm B LESS GATE VALVES in I mm C in I mm D in mm E OS&Y OPEN in mm E OS&Y CLOSED in I mm E WITH BUTTERFLY VALVES in I mm F in mm 21/21 65 317/8 810 283/4 730 n/a n/a 12 305 71/4 184 173/4 451 153/8 391 81/4 210 5 127 3 80 327/8 835 293/8 746 n/a n/a 12 305 71/4 184 1 201/4 514 1 17 432 81/4 210 5 127 4 100 347/8 886 301/4 768 n/a n/a 12 305 8 203 221/2 572 181/4 464 9 229 5 127 6 150 431/2 1105 361/2 927 n/a n/a 101/2 267 10 254 301/2 775 24 1/4 616 101/4 260 6 152 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 83/8 213 10 250 553/4 1416 493/4 1264 n/a n/a 151/8 384 12 305 455/8 1159 343/4 883 181.12 1 470 83/8 213 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 9344( In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 855-663-9876, Fax 805-238-5766 Ph. 905-405-8272, Fax 905-405-1292 Rev. J Date: 8/15 Document No. BF-350ASTDA Product No. Model 350ASTDA www.zurn.com Page 1 of 2 50.5 , 104 Flow Characteristics oRated Flow (established by approval agencies) MODEL 350ASTDA 2 1/2",3" & 4" (STANDARD & METRIC) FLOW RATES (Ifs) 0.0 12.6 25.2 37.9 15 0 U) 0. Al 10 112 0 w U) U) 'Li 0. n _ 200 400 600 FLOW RATES (GPM) MODEL 350ASTDA 6" 8" & 10" (STANDARD AND METRIC) FLOW RATES (1/s) I, 63.1 126.2 I — - — — — — _______ - --- - - — — - — — — I — .IIIIII Typical Installation Local codes shall govern installation requirements. 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 test- ing 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 5ftlsec 7.5ftlsec lOft/sec 15ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 1 450 675 900 1351 8" 780 1 1169 1 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 ZURN WILKINS MODEL 350ASTDABG ZURN WILKINS MODEL 350ASTDA INDOOR VERTICAL INSTALLATION OUTDOOR HORIZONTAL INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be 304L Stainless Steel, the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow, Prevention As- sembly shall be a ZURN WILKINS Model 350ASTDA. 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 905405-1292 www.zurn.com Page 2 of 2