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HomeMy WebLinkAbout4718 CHASE CT; ; AS160118; PermitCity of Carlsbad Sprinkler Permit Permit No: AS160118 Job Address: 4718 CHASE CT Permit Type: SPRINK Parcel No: 2081933900 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 5/4/2016 Approved: 6/10/2016 Issued: 6/10/2016 Inspector: Project Title: 4718 CHASE CT SFR:4,410 SF LIV/425 SF GAR/ 107 SF PATIO//PLAN CK FEES Applicant: INNOVATIVE FIRE PROTECTION INC STE 101 8779 COTTONWOOD AV SANTEE CA (619) 593-8200 (619)593-9133 Owner: Fees ($) Add'I Fees ($) Total ($) Balance ($) 663 0 663 0 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 1-LOT 253 4704 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 89 sq. ft. COVERAGE PER SPRINKLER: 20 T X20 T -400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (8 BOR) : 21.0 gpm 8 27.1 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. P R E S S U R E p S j 60.0 40.0 20.0 0.0 -14. WATER SUPPLY ANALYSIS Static: 111.00 psi Resid: 95.00 psi Flow: 500.0 gpm 120 .0 G 100 .0 A U G E 80.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1-LOT 253(1HD) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID'. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 9 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 26.0 55.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 55.4 26.0 2 184.0 - - - - 41.5 - - - 2A 184.0 - - - - 40.5 - - - D 184.0 - - - - 39.1 - - - C 184.0 - - - - 34.1 - - - 2B 184.0 HOSE STREAM 32.8 5.0 2C 184.0 - - - - 32.6 - - - 3A 188.5 - - - - 29.2 - - 3B 190.5 - - - - 28.2 - - - 3 192.5 - - - - 27.1 - - - 4 194.5 - - - - 25.2 - - - 5 197.5 - - - - 22.4 - - - 6 200.5 - - - - 20.3 - - - 7 199.5 - - - - 20.5 - - - 8 199.5 - - - - 20.4 - - - 9 197.5 - - - - 21.0 - - - 101 199.5 - - - - 20.4 - - - 102 199.5 - - - - 20.5 - - - 103 197.5 K= 4.90 18.4 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1-LOT 253 (1HD) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 13.9 1 184.0 55.4 26.0 2A K1.000 T: 6.0 7.00 0.0 2 184.0 41.5 26.0 0.995 G: 1.0 77.00 0.181 13.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 41.5 26.0 D 1.0 psi, 26.0 gpm 2A 184.0 40.5 26.0 Pipe: 3 0.0 0.0 2.00 150 1.4 2A 184.0 40.5 26.0 C L1.000 T: 7.0 7.00 0.0 D 184.0 39.1 26.0 1.025 9.00 0.157 1.4 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 39.1 26.0 2B 5.0 psi, 26.0 gpm C 184.0 34.1 26.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 1.3 C 184.0 34.1 21.0 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 32.8 26.0 1.025 8.00 0.157 1.3 Pipe: 6 0.0 0.0 2.00 150 0.2 25 184.0 32.8 21.0 3A L1.000 ---- 0.00 0.0 2C 184.0 32.6 21.0 1.025 2.00 0.105 0.2 Pipe: 7 0.0 0.0 35.00 150 3.4 2C 184.0 32.6 21.0 3B 1.250 ---- 0.00 -1.9 3A 188.5 29.2 21.0 1.244 35.00 0.041 1.4 Pipe: 8 0.0 0.0 5.00 150 1.1 3A 188.5 29.2 21.0 3 1.250 ---- 0.00 -0.9 3B 190.5 28.2 21.0 1.244 5.00 0.041 0.2 Pipe: 9 0.0 0.0 3.00 150 1.1 3B 190.5 28.2 21.0 4 F1.000 ---- 0.00 -0.9 3 192.5 27.1 21.0 1.101 3.00 0.074 0.2 Pipe: 10 0.0 0.0 2.00 120 1.9 3 192.5 27.1 21.0 5 A1.000 C: 5.0 5.00 -0.9 4 194.5 25.2 21.0 1.049 7.00 0.142 1.0 Pipe: 12 0.0 15.9 9 9.00 150 2.9 4 194.5 25.2 5.1 6 F1.000 E: 7.0 12.00 -1.3 5 197.5 22.4 21.0 1.101 B: 5.0 21.00 0.074 1.6 Pipe: 13 0.0 0.0 96.00 150 2.1 5 197.5 22.4 5.1 7 F1.000 5E:350 50.00 -1.3 6 200.5 20.3 5.1 1.101 3B:15.0 146.00 0.005 0.8 NotE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1-LOT 253(1HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. Pipe: 14 0.0 0.0 27.50 150 6 200.5 20.3 5.1 8 F1.000 2E:14.0 19.00 7 199.5 20.5 5.1 1.101 B: 5.0 46.50 0.005 Pipe: 15 0.0 0.0 4.00 150 102 199.5 20.5 0.0 F1.000 E: 7.0 7.00 7 199.5 20.5 0.0 1.101 11.00 0.000 Pipe: 16 0.0 0.0 10.00 150 7 199.5 28.5 5.1 9 F1.000 3: 5.0 5.00 8 199.5 20.4 5.1 1.101 15.00 0.005 Pipe: 17 0.0 0.0 4.00 150 101 199.5 20.4 0.0 F1.000 E: 7.0 7.00 8 199.5 20.4 0.0 1.101 11.00 0.000 Pipe: 18 0.0 21.0 103 32.00 150 8 199.5 20.4 -15.9 103 F1.000 2E:14.0 19.00 9 197.5 21.0 5.1 1.101 B: 5.0 51.00 0.005 Pipe: 19 4.90 21.0 Disch 21.00 150 9 197.5 21.0 0.0 F1.000 2E:14.0 14.00 103 197.5 18.4 21.0 1.101 35.00 0.074 Pipe: 20 0.0 21.0 103 26.00 150 5 197.5 22.4 -5.1 8 F1.000 B: 5.0 5.00 9 197.5 21.0 15.9 1.101 31.00 0.045 NOTES (HASS) Calculations were performed by the HASS 8.5 computer program udder license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.003 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (Pt) (Pe) NotE (Pf) 0.2 0.4 0.2 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.6 0.9 0.3 2.6 0.0 2.6 1.4 0.0 1.4 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 1-LOT 253 4704 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 322 sq. ft. 18'X18'-324 sq. ft. 2 sprinklers 34.0 gpm 39.0 gpm 34.0 gpm @ 27.9 psi 1/2" in'ch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. 120.0 A G 100 .0 A U G E 80.0 WATER SUPPLY ANALYSIS Static: 111.00 psi Resid: 95.00 psi Flow: 500.0 gpm P R E S S U R S 60.0 40.0 p S i El SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1 -LOT 253(2HD).SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 39.0 79.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 184.0 SOURCE 79.6 39.0 2 184.0 - - - - 50.0 - - - 2A 184.0 - - - - 47.0 - - - D 184.0 - - - - 46.4 - - - C 184.0 - - - - 39.4 - - - 2B 184.0 HOSE STREAM 36.7 5.0 2C 184.0 - - - - 36.2 - - - 3A 188.5 - - - - 30.7 - - - 3B 190.5 - - - - 29.4 - - - 3 192.5 - - - - 27.9 - - - 4 194.5 - - - - 24.6 - - - 5 197.5 - - - - 19.5 - - - 6 200.5 - - - - 13.6 - - - 7 199.5 - - - - 12.6 - - - 8 199.5 - - - - 12.6 - - - 9 197.5 - - - - 17.2 - - - 101 199.5 K= 4.90 12.1 17.0 102 199.5 K= 4.90 12.0 17.0 103 197.5 - - - - 17.2 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 4 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1-LOT 253 (2HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add El To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 29.5 1 184.0 79.6 39.0 2A K1.000 T: 6.0 7.00 0.0 2 184.0 50.0 39.0 0.995 G: 1.0 77.00 0.384 29.5 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 50.0 39.0 D 3.0 psi, 39.0 gpm 2A 184.0 47.0 39.0 Pipe: 3 0.0 0.0 2.00 150 0.7 2A 184.0 47.0 39.0 C L1.000 ---- 0.00 0.0 D 184.0 46.4 39.0 1.025 2.00 0.332 0.7 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 46.4 39.0 2B 7.0 psi, 39.0 gpm C 184.0 39.4 39.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 2.7 C 184.0 39.4 34.0 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 36.7 39.0 1.025 8.00 0.332 2.7 Pipe:. 6 0.0 0.0 2.00 150 0.5 2B 184.0 36.7 34.0 3A L1.000 ---- 0.00 0.0 2C 184.0 36.2 34.0 1.025 2.00 0.258 0.5 Pipe: 7 0.0 0.0 35.00 150 5.5 2C 184.0 36.2 34.0 3B 1.250 ---- 0.00 -1.9 3A 188.5 30.7 34.0 1.244 35.00 0.100 3.5 Pipe: 8 0.0 0.0 5.00 150 1.4 3A 188.5 30.7 34.0 3 1.250 ---- 0.00 -0.9 3B 190.5 29.4 34.0 1.244 5.00 0.100 05 Pipe: 9 0.0 0.0 3.00 150 1.4 3B 190.5 29.4 34.0 4 F1.000 ---- 0.00 -0.9 3 192.5 27.9 34.0 1.101 3.00 0.182 0.5 Pipe: 10 0.0 0.0 2.00 120 3.3 3 192.5 27.9 34.0 5 A1.000 C: 5.0 5.00 -0.9 4 194.5 24.6 34.0 1.049 7.00 0.348 2.4 Pipe: 12 0.0 20.8 9 9.00 150 5.1 4 194.5 24.6 13.2 6 P1.000 E: 7.0 12.00 -1.3 5 197.5 19.5 34.0 1.101 B: 5.0 21.00 0.182 3.8 Pipe: 13 0.0 0.0 96.00 150 5.9 5 197.5 19.5 13.2 7 F1.000 5E:35.0 50.00 -1.3 6 200.5 13.6 13.2 1.101 3B:15.0 146.00 0.032 4.6 Note SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1-LOT 253(2HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 17.0 102 27.50 150 1.0 6 200.5 13.6 -3.8 8 F1.000 2E:14.0' 19.00 0.4 7 199.5 12.6 13.2 1.101 B: 5.0 46.50 0.032 1.5 Pipe: 15 4.90 17.0 Disch 4.00 150 0.6 7 199.5 12.6 0.0 P1.000 E: 7.0 7.00 0.0 102 199.5 12.0 17.0 1.101 11.00 0.050 0.6 Pipe: 16 0.0 17.0 102 10.00 150 0.0 8 199.5 12.6 -13.2 6 P1.000 B: 5.0 5.00 0.0 7 199.5 12.6 3.8 1.101 15.00 0.003 0.0 Pipe: 17 4.90 17.0 Disch 4.00 150 0.6 8 199.5 12.6 0.0 P1.000 E: 7.0 7.00 0.0 101 199.5 12.1 17.0 1.101 11.00 0.051 0.6 Pipe: 18 0.0 17.0 101 32.00 150 4.6 9 197.5 17.2 3.8 7 F1.000 2E:14.0 19.00 -0.9 8 199.5 12.6 20.8 1.101 B: 5.0 51.00 0.073 3.7 Pipe: 19, 0.0 0.0 21.00 150 0.0 103 197.5 17.2 0.0 P1.000 2E:14.0 14.00 0.0 9 197.5 17.2 0.0 1.101 35.00 0.000 0.0 Pipe: 20 0.0 0.0 26.00 150 2.3 5 197.5 19.5 20.8 8 P1.000 B: 5.0 5.00 0.0 9 197.5 17.2 20.8 1.101 31.00 0.073 2.3 NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.004 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Note INNOVATIVE FIRE PROTECTION,INC. 8779 COTTONWOOD AVENUE SUITE 101. SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR HE TERRACES PLAN 1X-LOT 267 4709 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 145 sq. ft. COVERAGE PER SPRINKLER: 20'X20 1 -400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose) : 26.0 gpm FLOW AND PRESSURE (@ BOR) : 21.0 gpm 8 32.8 psi SPRINKLER ORIFICE SIZE: 1/21r inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. P R E S S U R S p S j 60.0 40.0 20.0 0.0 -14. WATER SUPPLY ANALYSIS Static: 111.00 psi Resid: 95.00 psi Flow: 500.0 gpm 120.0 G 100.0 A U G E 80.0 SPRINKLER-SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 1X -LOT 267 (1HD) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 26.0 59.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 59.4 26.0 2 184.0 - - - - 45.5 - - - 2A 184.0 - - - - 44.5 - - - D 184.0 - - - - 44.2 - - - C 184.0 - - - - 39.2 - - - 2B 184.0 HOSE STREAM 37.9 5.0 2C 184.0 - - - - 37.7 - - - 3A 187.0 - - - - 35.0 - - - 3B 189.0 - - - - 33.9 - - - 3 191.0 - - - - 32.8 - - - 4 193.0 - - - - 30.9 - - - 5 196.0 - - - - 28.1 - - - 5A 197.0 - - - - 25.5 - - - 6 199.0 - - - - 25.5 - - - 7 198.0 - - - - 26.3 - - - 8 198.0 - - - - 26.5 - - - 9 197.0 - - - - 27.3 - - - 10 206.0 - - - - 19.6 - - - 11 206.0 - - - - 19.4 - - - 12 206.0 - - - - 18.6 - - - 101 206.0 - - - - 19.4 - - - 102 206.0 - - - - 18.6 - - - 103 206.0 K= 4.90 18.4 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267(1HD) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 13.9 1 184.0 59.4 26.0 2A K1.000 T: 6.0 7.00 0.0 2 184.0 45.5 26.0 0.995 G: 1.0 77.00 0.181 13.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 45.5 26.0 D 1.0 psi, 26.0 gpm 2A 184.0 44.5 26.0 Pipe: 3 0.0 0.0 2.00 150 0.3 2A 184.0 44.5 26.0 C L1.000 ---- 0.00 0.0 D 184.0 44.2 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 44.2 26.0 23 5.0 psi, 26.0 gpm C 184.0 39.2 26.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 1.3 C 184.0 39.2 21.0 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 37.9 26.0 1.025 8.00 0.157 1.3 Pipe: 6 0.0 0.0 2.00 150 0.2 2B 184.0 37.9 21.0 3A L1.000 ---- 0.00 0.0 2C 184.0 37.7 21.0 1.025 2.00 0.105 0.2 Pipe: 7 0.0 0.0 35.00 150 2.7 2C 184.0 37.7 21.0 3B 1.250 ---- 0.00 -1.3 3A 187.0 35.0 21.0 1.244 35.00 0.041 1.4 Pipe: 8 0.0 0.0 5.00 150 1.1 3A 187.0 35.0 21.0 3 1.250 ---- 0.00 -0.9 33 189.0 33.9 21.0 1.244 5.00 0.041 0.2 Pipe: 9 0.0 0.0 3.00 150 1.1 33 189.0 33.9 21.0 4 F1.000 ---- 0.00 -0.9 3 191.0 32.8 21.0 1.101 3.00 0.074 0.2 Pipe: 10 0.0 0.0 2.00 120 1.9 3 191.0 32.8 21.0 5 A1.000 C: 5.0 5.00 -0.9 4 193.0 30.9 21.0 1.049 7.00 0.142 1.0 Pipe: 12 0.0 6.7 9 9.00 150 2.9 4 193.0 30.9 14.3 5A F1.000 E: 7.0 12.00 -1.3 5 196.0 28.1 21.0 1.101 B: 5.0 21.00 0.074 1.6 Pipe: 13 0.0 21.0 10 27.50 150 2.6 5 196.0 28.1 -6.7 6 F1.000 3E:21.0 31.00 -0.4 5A 197.0 25.5 14.3 1.101 23:10.0 58.50 0.036 2.1 Note SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267(1HD).SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Fe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 21.0 10 68.50 150 0.0 6 199.0 25.5 -14.3 5 F1.000 2E:14.0 24.00 0.9 5A 197.0 25.5 6.7 1.101 2B:10.0 92.50 0.009 0.8 Pipe: 15 0.0 0.0 27.50 150 0.9 7 198.0 26.3 6.7 5A F1.000 2E:14.0 19.00 -0.4 6 199.0 25.5 6.7 1.101 B: 5.0 46.50 0.009 0.4 Pipe: 16 0.0 0.0 10.00 150 0.1 8 198.0 26.5 6.7 6 F1.000 B: 5.0 5.00 0.0 7 198.0 26.3 6.7 1.101 15.00 0.009 0.1 Pipe: 17 0.0 0.0 31.50. 150 0.9 9 197.0 27.3 6.7 7 F1.000 2E:14.0 19.00 -0.4 8 198.0 26.5 6.7 1.101 B: 5.0 50.50 0.009 0.5 Pipe: 18 0.0 0.0 26.00 150 0.7 5 196.0 28.1 6.7 8 F1.000 B: 5.0 5.00 -0.4 9 197.0 27.3 6.7 1.101 31.00 0.009 0.3 Pipe: 19 0.0 12.2 103 15.00 150 5.9 5A 197.0 25.5 8.8 11 F1.000 E: 7.0 12.00 -3.9 10 206.0 19.6 21.0 1.101 B: 5.0 27.00 0.074 2.0 Pipe: 20 0.0 0.0 6.00 150 0.2 10 206.0 19.6 8.8 12 F1.000 B: 5.0 5.00 0.0 11 206.0 19.4 8.8 1.101 11.00 0.015 0.2 Pipe: 21 0.0 0.0 3.00 150 0.0 101 206.0 19.4 0.0 F1.000 E: 7.0 7.00 0.0 11 206.0 19.4 0.0 1.101 10.00 0.000 0.0 Pipe: 22 0.0 0.0 36.00 150 0.8 11 206.0 19.4 8.8 103 F1.000 E: 7.0 17.00 0.0 12 206.0 18.6 8.8 1.101 2B:10.0 53.00 0.015 0.8 Pipe: 23 0.0 0.0 2.00 150 0.0 102 206.0 18.6 0.0 F1.000 E: 7.0 7.00 0.0 12 206.0 18.6 0.0 1.101 9.00 0.000 0.0 Pipe: 24 4.90 21.0 Disch . 12.00 150 0.3 12 206.0 18.6 -12.2 F1.000 B: 5.0 5.00 0.0 103 206.0 18.4 8.8 1.101 17.00 0.015 0.3 Pipe: 25 4.90 21.0 Disch 26.00 150 1.2 10 206.0 19.6 -8.8 12 F1.000 2E:14.0 19.00 0.0 103 206.0 18.4 12.2 1.101 B: 5.0 45.00 0.027 1.2 Note SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267 (1HD) .SDF JOB TITLE: THE TERRACES NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.005 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L E B R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 1X-LOT 267 4709 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 244 sq. ft. COVERAGE PER SPRINKLER: 18TX18'-324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.3 gpm TOTAL WATER REQUIRED (including hose) : 39.3 gpm FLOW AND PRESSURE (8 BOR) : 34.3 gpm @ 36.9 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. E tT CD cD cD u) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267(2HD) .SDF JOB TITLE: THE TERRACES o PQ r- (D 0 0 0 0 • • 0 0 0 0 0 0 cc 0 • . UU)U)U)U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ,3 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267(2HD) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 9 PRESS. 9 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 39.3 88.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 88.3 39.3 2 184.0 - - - - 58.4 - - - 2A 184.0 - - - - 55.4 - - - D 184.0 - - - - 54.8 - - - C 184.0 - - - - 47.8 - - - 2B 184.0 HOSE STREAM 45.1 5.0 2C 184.0 - - - - 44.6 - - - 3A 187.0 - - - - 39.7 - - - 35 189.0 - - - - 38.3 - - - 3 191.0 - - - - 36.9 - - - 4 193.0 - - - - 33.6 - - - 5 196.0 - - - - 28.4 - - - 5A 197.0 - - - - 22.7 - - - 6 199.0 - - - - 23.9 - - - 7 198.0 - - - - 25.4 - - - 8 198.0 - - - - 25.7 - - - 9 197.0 - - - - 27.3 - - - 10 206.0 - - - - 13.9 - - - 11 206.0 - - - - 12.9 - - - 12 206.0 - - - - 12.5 - - - 101 206.0 K= 4.90 12.4 17.2 102 206.0 K= 4.90 12.0 17.0 103 206.0 - - - •- 12.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267 (2HD) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 29.9 1 184.0 88.3 39.3 2A K1.000 T: 6.0 7.00 0.0 2 184.0 58.4 39.3 0.995 G: 1.0 77.00 0.388 29.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 58.4 39.2 D 3.0 psi, 39.2 gpm 2A 184.0 55.4 39.2 Pipe: 3 0.0 0.0 2.00 150 0.7 2A 184.0 55.4 39.2 C L1.000 ---- 0.00 0.0 D 184.0 54.8 39.2 1.025 2.00 0.335 0.7 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 54.8 39.2 2B 7.0 psi, 39.2 gpm C 184.0 47.8 39.2 Pipe: 5 H.S. 5.0 Disch 1.00 150 2.7 C 184.0 47.8 34.2 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 45.1 39.2 1.025 8.00 0.335 2.7 Pipe: 6 0.0 0.0 2.00 150 0.5 2B 184.0 45.1 34.2 3A L1.000 ---- 0.00 0.0 2C 184.0 44.6 34.2 1.025 2.00 0.260 0.5 Pipe: 7 0.0 0.0 35.00 150 4.8 2C 184.0 44.6 34.2 3B 1.250 ---- 0.00 -1.3 3A . 187.0 39.7 34.2 1.244 35.00 0.101 3.5 Pipe: 8 0.0 0.0 5.00 150 1.4 3A 187.0 39.7 34.2 3 1.250 ---- 0.00 -0.9 35 189.0 38.3 34.2 1.244 5.00 0.101 0.5 Pipe: 9 0.0 0.0 3.00 150 1.4 35 189.0 38.3 34.2 4 P1.000 ---- 0.00 -0.9 3 191.0 36.9 34.2 1.101 3.00 0.184 0.6 Pipe: 10 0.0 0.0 2.00 120 3.3 3 191.0 36.9 34.2 5 A1.000 C: 5.0 5.00 -0.9 4 193.0 33.6 34.2 1.049 7.00 0.352 2.5 Pipe: 12 0.0 11.0 9 9.00 150 5.2 4 193.0 33.6 23.3 5A F1.000 E: 7.0 12.00 -1.3 5 196.0 28.4 34.2 1.101 B: 5.0 21.00 0.184 3.9 Pipe: 13 0.0 34.2 10 27.50 150 5.7 5 196.0 28.4 -11.0 6 F1.000 3E:21.0 31.00 -0.4 5A 197.0 22.7 23.3 1.101 2B:10.0 58.50 0.090 5.3 Note SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267 (2HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 34.2 10 68.50 150 1.2 6 199.0 23.9 -23.3 5 F1.000 2E:14.0 24.00 0.9 5A 197.0 22.7 11.0 1.101 2B:10.0 92.50 0.022 2.1 Pipe: 15 0.0 0.0 27.50 150 1.5 7 198.0 25.4 11.0 5A F1.000 2E:14.0 19.00 -0.4 6 199.0 23.9 11.0 1.101 B: 5.0 46.50 0.022 1.0 Pipe: 16 0.0 0.0 10.00 150 0.3 8 198.0 25.7 11.0 6 F1.000 B: 5.0 5.00 0.0 7 198.0 25.4 11.0 1.101 15.00 0.022 0.3 Pipe: 17 0.0 0.0 31.50 150 1.6 9 197.0 27.3 11.0 7 F1.000 2E:14.0 19.00 -0.4 8 198.0 25.7 11.0 1.101 B: 5.0 50.50 0.022 1.1 Pipe: 18 0.0 0.0 26.00 150 1.1 5 196.0 28.4 11.0 8 F1.000 B: 5.0 5.00 -0.4 9 197.0 27.3 11.0 1.101 31.00 0.022 0.7 Pipe: 19 0.0 11.0 103 15.00 150 8.9 5A 197.0 22.7 23.3 11 F1.000 E: 7.0 12.00 -3.9 10 206.0 13.9 34.2 1.101 B: 5.0 27.00 0.184 5.0 Pipe: 20 0.0 6.0 12 6.00 150 1.0 10 206.0 13.9 17.2 101 F1.000 B: 5.0 5.00 0.0 11 206.0 12.9 23.3 1.101 11.00 0.090 1.0 Pipe: 21 4.90 17.2 Disch 3.00 150 0.5 11 206.0 12.9 0.0 F1.000 K: 7.0 7.00 0.0 101 206.0 12.4 17.2 1.101 10.00 0.052 0.5 Pipe: 22 0.0 17.0 102 36.00 150 0.4 11 206.0 12.9 -11.0 103 F1.000 E: 7.0 17.00 0.0 12 206.0 12.5 6.0 1.101 2B:10.0 53.00 0.007 0.4 Pipe: 23 4.90 17.0 Disch 2.00 150 0.5 12 206.0 12.5 0.0 F1.000 E: 7.0 7.00 0.0 102 206.0 12.0 17.0 1.101 9.00 0.050 0.5 Pipe: 24 0.0 17.0 102 12.00 150 0.4 103 206.0 12.9 -6.0 11 F1.000 8: 5.0 5.00 0.0 12 206.0 12.5 11.0 1.101 17.00 0.022 0.4 Pipe: 25 0.0 0.0 26.00 150 1.0 10 206.0 13.9 11.0 12 F1.000 2E:14.0 19.00 0.0 103 206.0 12.9 11.0 1.101 B: 5.0 45.00 0.022 1.0 Note SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 1X-LOT 267 (2HD) •SDF JOB TITLE: THE TERRACES NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.120 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 PAGE: A MATERIAL: S40 HWC: 120 Diameter. Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyViv GatVlv AlmChk DPViv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L E B R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 INNOVATIVE FIRE PROTECTION,INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS THE TERRACES PLAN 2-LOT 268 4701 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (8 BOR) SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 176 sq. ft. 20 T X20'-400 sq. ft. 1 sprinkler 21.0 gpm 26.0 gpm 21.0 gpm 8 31.8 psi 1/2" inch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268 (1HD) .SDF JOB TITLE: THE TERRACES f-I 0) -- N 0 0 0 0 0 0 • 0 0 (N 0 0 0 0 ci • '0) Q0 0 (N 0 0<r 0)E0)wrE W — Le-H- -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016\HS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268(1HD) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. P PRESS. 9 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 26.0 58.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 58.0 26.0 2 184.0 - - - - 44.1 - - - 2A 184.0 - - - - 43.1 - - - D 184.0 - - - - 42.8 - - C 184.0 - - - - 37.8 - - - 25 184.0 HOSE STREAM 36.5 5.0 2C 184.0 - - - - 36.3 - - - 3A 186.0 - - - - 34.0 - - - 35 188.0 - - - - 32.9 - - - 3 190.0 - - - - 31.8 - - - 4 192.0 - - - - 30.0 - - - 5 196.0 - - - - 25.4 - - - 6 196.0 - - - - 24.3 - - - 7 196.0 - - - - 24.4 - - - 8 206.0 - - - - 19.4 - - - 9 206.0 - - - - 19.5 - - - 10 206.0 - - - - 19.6 - - - 11 206.0 - - - - 19.0 - - - 101 206.0 - - - - 19.5 - - - 102 206.0 - - - - 19.5 - - - 103 206.0 K= 4.90 18.4 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268 (lHD) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 13.9 1 184.0 58.0 26.0 2A K1.000 T: 6.0 7.00 0.0 2 184.0 44.1 26.0 0.995 G: 1.0 77.00 0.181 13.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 44.1 26.0 D 1.0 psi, 26.0 gpm 2A 184.0 43.1 26.0 Pipe: 3 0.0 0.0 2.00 150 0.3 2A 184.0 43.1 26.0 C L1.000 ---- 0.00 0.0 D 184.0 42.8 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 42.8 26.0 23 5.0 psi, 26.0 gpm C 184.0 37.8 26.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 1.3 C 184.0 37.8 21.0 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 36.5 26.0 1.025 8.00 0.157 1.3 Pipe: 6 0.0 0.0 2.00 150 0.2 2B 184.0 36.5 21.0 3A L1.000 ---- 0.00 0.0 2C 184.0 36.3 21.0 1.025 2.00 0.105 0.2 Pipe: 7 0.0 0.0 35.00 150 2.3 2C 184.0 36.3 21.0 33 1.250 ---- 0.00 -0.9 3A 186.0 34.0 21.0 1.244 35.00 0.041 1.4 Pipe: 8 0.0 0.0 5.00 150 1.1 3A 186.0 34.0 21.0 3 1.250 ---- 0.00 -0.9 33 188.0 32.9 21.0 1.244 5.00 0.041 0.2 Pipe: 9 0.0 0.0 3.00 150 1.1 3B 188.0 32.9 21.0 4 F1.000 ---- 0.00 -0.9 3 190.0 31.8 21.0 1.101 3.00 0.074 0.2 Pipe: 10 0.0 0.0 2.00 120 1.9 3 190.0 31.8 21.0 5 A1.000 C: 5.0 5.00 -0.9 4 192.0 30.0 21.0 1.049 7.00 0.142 1.0 Pipe: 12 0.0 7.1 6 12.00 150 4.6 4 192.0 30.0 13.9 7 F1.000 3E:21.0 26.00 -1.7 5 196.0 25.4 21.0 1.101 B: 5.0 38.00 0.074 2.8 Pipe: 13 0.0 11.7 8 17.50 150 1.0 5 196.0 25.4 2.2 6 F1.000 E: 7.0 12.00 0.0 7 196.0 24.4 13.9 1.101 B: 5.0 29.50 0.035 1.0 Note SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268 (1HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 9.3 10 81.00 150 1.1 5 .196.0 25.4 -2.2 7 F1.000 E: 7.0 27.00 0.0 6 196.0 24.3 7.1 1.101 4B:20.0 108.00 0.010 1.1 Pipe: 15 0.0 9.3 10 50.00 150 0.1 7 196.0 24.4 -7.1 5 F1.000 23:10.0 10.00 0.0 6 196.0 24.3 2.2 1.101 60.00 0.001 0.1 Pipe: 16 0.0 15.0 11 12.00 150 4.9 7 196.0 24.4 -3.3 9 F1.000 E: 7.0 12.00 -4.3 8 206.0 19.4 11.7 1.101 B: 5.0 24.00 0.025 0.6 Pipe: 17 0.0 6.0 11 11.00 150 4.7 6 196.0 24.3 3.3 9 F1.000 E: 7.0 12.00 -4.3 10 206.0 19.6 9.3 1.101 B: 5.0 23.00 0.016 0.4 Pipe: 18 0.0 15.0 11 13.50 150 0.0 9 206.0 19.5 -11.7 7 F1.000 B: 5.0 5.00 0.0 8 206.0 19.4 3.3 1.101 18.50 0.002 0.0 Pipe: 19 0.0 0.0 5.50 150 0.0 101 206.0 19.5 0.0 F1.000 E: 7.0 7.00 0.0 9 206.0 19.5 0.0 1.101 12.50 0.000 0.0 Pipe: 20 0.0 0.0 4.00 150 0.0 102 206.0 19.5 0.0 F1.000 E: 7.0 7.00 0.0 9 206.0 19.5 0.0 1.101 11.00 0.000 0.0 Pipe: 21 0.0 0.0 37.00 150 0.1 10 206.0 19.6 3.3 8 F1.000 2B:10.0 10.00 0.0 9 206.0 19.5 3.3 1.101 47.00 0.002 0.1 Pipe: 22 0.0 21.0 103 72.00 150 0.6 10 206.0 19.6 -15.0 F1.000 E: 7.0 17.00 0.0 11 206.0 19.0 6.0 1.101 23:10.0 89.00 0.007 0.6 Pipe: 23 4.90 21.0 Disch 1.00 150 0.6 11 206.0 19.0 0.0 F1.000 E: 7.0 7.00 0.0 103 206.0 18.4 21.0 1.101 8.00 0.074 0.6 Pipe: 24 0.0 21.0 103 7.00 .150 0.5 8 206.0 19.4 -6.0 P1.000 B: 5.0 5.00 . 0.0 11 206.0 19.0 15.0 1.101 12.00 0.040 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268(1HD) .SDF JOB TITLE: THE TERRACES NOTES (HASS) Calculations were performed by the BASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.002 gprn. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANOARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A 0 N Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) K T L C B G A D N . Ell Tee LngE11 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L E B R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K NBC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 2-LOT 268 4701 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 189 sq. ft. COVERAGE PER SPRINKLER: 18'X18T-324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.0 gpm TOTAL WATER REQUIRED (including hose) : 39.0 gpm FLOW AND PRESSURE (@ BOR) : 34.0 gpm @ 34.0 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. P R E S S U R S p S i 60.0 40.0 20.0 E 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 111.00 psi Resid: 95.00 psi Flow: 500.0 gpm 120 .0 A G 100.0 A U G E 80.0 SPRINKLER SYSTEM-HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268(2HD).SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 38.9 84.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 38.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 33.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 84.4 38.9 2 184.0 - - - - 55.0 - - - 2A 184.0 - - - - 52.0 - - - D 184.0 - - - - 51.3 - - - C 184.0 - - - - 44.3 - - - 2B 184.0 HOSE STREAM 41.7 5.0 2C 184.0 - - - - 41.1 - - - 3A 186.0 - - - - 36.8 - - - 3B 188.0 - - - - 35.4 - - - 3 190.0 - - - - 34.0 - - - 4 192.0 - - - - 30.7 - - - 5 196.0 - - - - 22.1 - - - 6 196.0 - - - - 19.4 - - - 7 196.0 - - - - 19.6 - - - 8 206.0 - - - - 13.9 - - - 9 206.0 - - - - 12.6 - - - 10 206.0 - - - - 14.1 - - - 11 206.0 - - - - 14.0 - - - 101 206.0 K= 4.90 12.0 17.0 102 206.0 K= 4.90 12.0 17.0 103 206.0 - - - - 14.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268(2HD) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frin Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 29.4 1 184.0 84.4 38.9 2A K1.000 T: 6.0 7.00 0.0 2 184.0 55.0 38.9 0.995 G: 1.0 77.00 0.382 29.4 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 55.0 39.0 D 3.0 psi, 39.0 gpm 2A 184.0 52.0 39.0 Pipe: 3 0.0 0.0 2.00 150 0.7 2A 184.0 52.0 39.0 C L1.000 ---- 0.00 0.0 D 184.0 51.3 39.0 1.025 2.00 0.331 0.7 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 51.3 39.0 2B 7.0 psi, 39.0 gpm C 184.0 44.3 39.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 2.6 C 184.0 44.3 34.0 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 41.7 39.0 1.025 8.00 0.331 2.6 Pipe: 6 0.0 0.0 2.00 150 0.5 2B 184.0 41.7 34.0 3A L1.000 ---- 0.00 0.0 2C 184.0 41.1 34.0 1.025 2.00 0.257 0.5 Pipe: 7 0.0 0.0 35.00 150 4.4 2C 184.0 41.1 34.0 3B 1.250 ---- 0.00 -0.9 3A 186.0 36.8 34.0 1.244 35.00 0.100 3.5 Pipe: 8 0.0 0.0 5.00 150 1.4 3A 186.0 36.8 34.0 3 1.250 ---- 0.00 -0.9 3B 188.0 35.4 34.0 1.244 5.00 0.100 0.5 Pipe: 9 0.0 0.0 3.00 150 1.4 3B 188.0 35.4 34.0 4 F1.000 ---- 0.00 -0.9 3 190.0 34.0 34.0 1.101 3.00 0.181 0.5 Pipe: 10 0.0 0.0 2.00 120 3.3 3 190.0 34.0 34.0 5 A1.000 C: 5.0 5.00 -0.9 4 192.0 30.7 34.0 1.049 7.00 0.346 2.4 Pipe: 12 0.0 11.6 6 12.00 150 8.6 4 192.0 30.7 22.3 7 F1.000 3E:21.0 26.00 -1.7 5 196.0 22.1 34.0 1.101 B: 5.0 38.00 0.181 6.9 Pipe: 13 0.0 18.2 8 17.50 150 2.5 5 196.0 22.1 4.1 6 F1.000 E: 7.0 12.00 0.0 7 196.0 19.6 22.3 1.101 B: 5.0 29.50 0.084 2.5 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268(2HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (g) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pt) Pipe: 14 0.0 15.7 10 81.00 150 2.7 5 196.0 22.1 -4.1 7 F1.000 E: 7.0 27.00 0.0 6 196.0 19.4 11.6 1.101 4B:20.0 108.00 0.025 2.7 Pipe: 15 0.0 15.7 10 50.00 150 0.2 7 196.0 19.6 -11.6 5 F1.000 2B:10.0 10.00 0.0 6 196.0 19.4 4.1 1.101 60.00 0.004 0.2 Pipe: 16 0.0 20.7 9 12.00 150 5.7 7 196.0 19.6 -2.5 11 F1.000 E: 7.0 12.00 -4.3 8 206.0 13.9 18.2 1.101 B: 5.0 24.00 0.057 1.4 Pipe: 17 0.0 2.5 11 11.00 150 5.3 6 196.0 19.4 13.2 9 F1.000 E: 7.0 12.00 -4.3 10 206.0 14.1 15.7 1.101 B: 5.0 23.00 0.044 1.0 Pipe: 18 0.0 17.0 102 13.50 150 1.3 8 206.0 13.9 17.0 101 F1.000 B: 5.0 5.00 0.0 9 206.0 12.6 20.7 1.101 18.50 0.073 1.3 Pipe: 19 4.90 17.0 Disch 5.50 150 0.6 9 206.0 12.6 0.0 F1.000 E: 7.0 7.00 0.0 101 206.0 12.0 17.0 1.101 12.50 0.050 0.6 Pipe: 20 4.90 17.0 Disch 4.00 150 0.6 9 206.0 12.6 0.0 F1.000 E: 7.0 7.00 0.0 102 206.0 12.0 17.0 1.101 11.00 0.050 0.6 Pipe: 21 0.0 17.0 102 37.00 150 1.5 10 206.0 14.1 17.0 101 F1.000 2B:10.0 10.00 0.0 9 206.0 12.6 13.2 1.101 47.00 0.032 1.5 Pipe: 22 0.0 0.0 72.00 150 0.1 10 206.0 14.1 2.5 8 F1.000 E: 7.0 17.00 0.0 11 206.0 14.0 2.5 1.101 2B:10.0 89.00 0.001 0.1 Pipe: 23 0.0 0.0 1.00 150 0.0 103 206.0 14.0 0.0 F1.000 E: 7.0 7.00 0.0 11 206.0 14.0 0.0 1.101 8.00 0.000 0.0 Pipe: 24 0.0 20.7 9 7.00 150 0.0 11 206.0 14.0 -18.2 7 F1.000 B: 5.0 5.00 0.0 8 206.0 13.9 2.5 1.101 12.00 0.001 0.0 NotE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 2-LOT 268 (2HD) .SDF JOB TITLE: THE TERRACES NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.011 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 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 BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L F B R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 3-LOT 265 4701 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENS LTY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (8 BOR) SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 199 sq. ft. 201 X20 1 -400 sq. ft. 1 sprinkler 21.0 gpm 26.0 gpm 21.0 gpm 8 32.8 psi 1/2! inch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 8 16080621 HRS SYSTEMS, INC. B a 0 0 CD U) 0 C/) Q4 0 o U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265(1HD).SDF JOB TITLE: THE TERRACES 0 - 0 0 0 0 0 0 • • • • 0 (N 0 0 0 0 0 • 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265(1HD) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 26.0 59.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 59.6 26.0 2 184.0 - - - - 45.7 - - - 2A 184.0 - - - - 44.7 - - - D 184.0 - - - - 44.4 - - - C 184.0 - - - - 39.4 - - - 2B 184.0 HOSE STREAM 38.1 5.0 2C 184.0 - -•- - 37.9 - - - 3A 188.0 - - - - 35.0 - - - 35 190.0 - - - - 33.9 - - - 3 192.0 - - - - 32.8 - - - 4 194.0 - - - - 31.0 - - - 5 198.0 - - - - 26.1 - - - 5A 198.0 - - - - 25.4 - - - 6 198.0 - - - - 24.9 - - - 7 208.0 - - - - 20.3 - - - 8 208.0 - - - - 19.7 - - - 8A 208.0 - - - - 19.9 - - - 8B 208.0 - -. - - 20.1 - - - 9 208.0 - - - - 20.3 - - - 10 208.0 - - - - 20.3 - - - 11 208.0 - - - - 19.1 - - - 101 208.0 - - - - 19.1 - - - 102 208.0 - - - - 19.1 - - - 103 208.0 K= 4.90 18.4 21.0 104 208.0 - - - - 20.1 - - - 105 208.0 - - - - 19.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265(1HD).SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 13.9 1 184.0 59.6 26.0 2A K1.000 T: 6.0 7.00 0.0 2 184.0 45.7 26.0 0:995 G: 1.0 77.00 0.181 13.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 45.7 26.0 D 1.0 psi, 26.0 gpm 2A 184.0 44.7 26.0 Pipe: 3 0.0 0.0 . 2.00 150 0.3 2A 184.0 44.7 26.0 C L1.000 ---- 0.00 0.0 D 184.0 44.4 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 44.4 26.0 23 5.0 psi, 26.0 gpm C 184.0 39.4 26.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 1.3 C 184.0 39.4 21.0 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 38.1 26.0 1.025 8.00 0.157 1.3 Pipe: 6 0.0 0.0 2.00 150 0.2 23 184.0 38.1 21.0 3A L1.000 ---- 0.00 0.0 2C 184.0 37.9 21.0 1.025 2.00 0.105 0.2 Pipe: 7 0.0 0.0 28.00 150 2.9 2C 184.0 37.9 21.0 3B 1.250 ---- 0.00 -1.7 3A 188.0 35.0 21.0 1.244 28.00 0.041 1.2 Pipe: 8 0.0 0.0 5.00 150 1.1 3A 188.0 35.0 21.0 3 1.250 ---- 0.00 -0.9 33 190.0 33.9 21.0 1.244 5.00 0.041 0.2 Pipe: 9 0.0 0.0 3.00 150 1.1 3B 190.0 33.9 21.0 4 F1.000 ---- 0.00 -0.9 3 192.0 32.8 21.0 1.101 3.00 0.074 0.2 Pipe: 10 0.0 0.0 2.00 .120 1.9 3 192.0 32.8 21.0 5 A1.000 C: 5.0 5.00 -0.9 4 194.0 31.0 21.0 1.049 7.00 0.142 1.0 Pipe: 12 0.0 7.4 6 16.50 150 4.9 4 194.0 31.0 13.6 5A F1.000 3E:21.0 26.00 -1.7 5 198.0 26.1 21.0 1.101 B: 5.0 42.50 0.074 3.2 Pipe: 13 0.0 0.0 8.50 150 0.7 5 198.0 26.1 13.6 7 F1.000 E: 7.0 12.00 0.0 5A 198.0 25.4 13.6 1.101 B: 5.0 20.50 0.034 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265(1HD).SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 81.00 150 1.2 5 198.0 26.1 7.4 9 F1.000 E: 7.0 32.00 0.0 6 198.0 24.9 7.4 1.101 53:25.0 113.00 0.011 1.2 Pipe: 15 0.0 13.8 8 11.00 150 5.1 5A 198.0 25.4 -0.2 10 P1.000 E: 7.0 12.00 -4.3 7 208.0 20.3 13.6 1.101 B: 5.0 23.00 0.034 0.8 Pipe: 16 0.0 0.2 10 11.00 150 4.6 6 198.0 24.9 7.2 8B F1.000 E: 7.0 12.00 -4.3 9 208.0 20.3 7.4 1.101 B: 5.0 23.00 0.011 0.2 Pipe: 17 0.0 21.0 11 12.00 150 0.6 7 208.0 20.3 -7.2 8A F1.000 B: 5.0 5.00 0.0 8 208.0 19.7 13.8 1.101 17.00 0.034 0.6 Pipe: 18 0.0 0.0 3.50 150 0.6 8 208.0 19.7 21.0 103 F1.000 B: 5.0 5.00 0.0 11 208.0 19.1 21.0 1.101 8.50 0.074 0.6 Pipe: 19 4.90 21.0 Disch 2.50 150 0.7 11 208.0 19.1 0.0 F1.000 E: 7.0 7.00 0.0 103 208.0 18.4 21.0 1.101 9.50 0.074 0.7 Pipe: 20 0.0 0.0 6.50 150 0.0 101 208.0 19.1 0.0 F1.000 B: 5.0 5.00 0.0 11 208.0 19.1 0.0 1.101 11.50 0.000 0.0 Pipe: 21 0.0 0.0 10.50 150 0.0 102 208.0 19.1 0.0 F1.000 E: 7.0 7.00 0.0 101 208.0 19.1 0.0 1.101 17.50 0.000 0.0 Pipe: 22 0.0 21.0 11 13.50 150 0.2 8A 208.0 19.9 -13.8 7 P1.000 B: 5.0 5.00 0.0 8 208.0 19.7 7.2 1.101 18.50 0.010 0.2 Pipe: 22A 0.0 0.0 3.00 150 0.0 105 208.0 19.9 0.0 F1.000 E: 7.0 7.00 0.0 8A 208.0 19.9 0.0 1.101 10.00 0.000 0.0 Pipe: 223 0.0 0.0 12.00 150 0.2 83 208.0 20.1 7.2 8 P1.000 B: 5.0 5.00 0.0 8A 208.0 19.9 7.2 1.101 17.00 0.010 0.2 Pipe: 22C 0.0 0.0 3.00 150 0.0 104 208.0 20.1 0.0 F1.000 3: 7.0 7.00 0.0 83 208.0 20.1 0.0 1.101 10.00 0.000 0.0 Pipe: 22D 0.0 0.0 17.00 150 0.2 9 208.0 20.3 7.2 BA P1.000 3: 5.0 5.00 0.0 83 208.0 20.1 7.2 1.101 22.00 0.010 0.2 Not( SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265(lHD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Model Mom ID Eq. Ln. F To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. Pipe: 23 0.0 0.0 17.00 150 9 208.0 20.3 0.2 7 F1.000 E: 7.0 12.00 10 208.0 20.3 0.2 1.101 B: 5.0 29.00 0.000 Pipe: 24 0.0 13.8 8 2L: 2.0 67.00 150 10 208.0 20.3 -13.6 5A F1.000 E: 7.0 14.00 7 208.0 20.3 0.2 1.101 B: 5.0 81.00 0.000 NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.005 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 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 BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 (Pt) (Pe) Not (Pf) 0.0 0.0 0.0 0.0 0.0 0.0 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 3-LOT 265 4701 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINELER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 193 sq. ft. 18'X18T-324 sq. ft. 2 sprinklers 34.4 gpm 39.4 gpm 34.4 gpm 8 36.3 psi 1/2" inch INNOVATIVE FIRE PROTECTION,INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265 (2HDA) .SDF JOB TITLE: THE TERRACES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 CN 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265 (2HDA) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 39.4 87.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 184.0 SOURCE 87.7 39.4 2 184.0 - - - - 57.6 - - - 2A 184.0 - - - - 54.6 - - - D 184.0 - - - - 54.0 - - - C 184.0 - - - - 47.0 - - - 2B 184.0 HOSE STREAM 44.3 5.0 2C 184.0 - - - - 43.7 - - - 3A 188.0 - - - - 39.1 - - - 33 190.0 - - - - 37.8 - - - 3 192.0 - - - - 36.3 - - - 4 194.0 - - - - 33.0 - - - 5 198.0 - - - - 23.4 - - - 5A 198.0 - - - - 21.6 - - - 6 198.0 - - - - 20.7 - - - 7 208.0 - - - - 15.2 - - - 8A 208.0 - - - - 14.1 - - - 83 208.0 - - - - 14.6 - - - 9 208.0 - - - - 15.8 - - - 10 208.0 - - - - 15.2 - - - 11 208.0 - - - - 13.5 - - - 12 208.0 - - - - 12.5 - - - 101 208.0 K= 4.90 12.6 17.4 102 208.0 K= 4.90 12.0 17.0 103 208.0 - - - - 13.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265 (2HDA) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 30.0 1 184.0 87.7 39.4 2A K1.000 T: 6.0 7.00- 0.0 2 184.0 57.6 39.4 0.995 G: 1.0 77.00 0.390 30.0 Pipe: 2 0.0 Fixed Pressure Loss Device 2 184.0 57.6 39.4 D 3.0 psi, 39.4 gpm 2A 184.0 54.6 39.4 Pipe: 3 0.0 0.0 2.00 150 0.7 2A 184.0 54.6 39.4 C L1.000 ---- 0.00 0.0 D 184.0 54.0 39.4 1.025 2.00 0.337 0.7 Pipe: 4 0.0 Fixed Pressure Loss Device D 184.0 54.0 39.4 2B 7.0 psi, 39.4 gpm C 184.0 47.0 39.4 Pipe: 5 H.S. 5.0 Disch 1.00 150 2.7 C 184.0 47.0 34.4 2C L1.000 T: 7.0 7.00 0.0 2B 184.0 44.3 39.4 1.025 8.00 0.337 2.7 Pipe: 6 0.0 0.0 2.00 150 0.5 2B 184.0 44.3 34.4 3A L1.000 ---- 0.00 0.0 2C 184.0 43.7 34.4 1.025 2.00 0.262 0.5 Pipe: 7 0.0 0.0 28.00 150 4.6 2C 184.0 43.7 34.4 3B 1.250 ---- 0.00 -1.7 3A 188.0 39:1 34.4 1.244 28.00 0.102 2.9 Pipe: 8 0.0 0.0 5.00 150 1.4 3A 188.0 39.1 34.4 3 1.250 ---- 0.00 -0.9 3B 190.0 37.8 34.4 1.244 5.00 0.102 0.5 Pipe: 9 0.0 0.0 3.00 150 1.4 3B 190.0 37.8 34.4 4 F1.000 ---- 0.00 -0.9 3 192.0 36.3 34.4 1.101 3.00 0.185 0.6 Pipe: 10 0.0 0.0 2.00 120 3.3 3 192.0 36.3 34.4 5 A1.000 C: 5.0 5.00 -0.9 4 194.0 33.0 34.4 1.049 7.00 0.354 2.5 Pipe: 12 0.0 11.3 6 16.50 150 9.6 4 194.0 33.0 23.1 5A F1.000 3E:21.0 26.00 -1.7 5 198.0 23.4 34.4 1.101 B: 5.0 42.50 0.185 7.9 Pipe: 13 0.0 0.0 8.50 150 1.8 5 198.0 23.4 23.1 7 F1.000 B: 7.0 12.00 0.0 5A 198.0 21.6 23.1 1.101 B: 5.0 20.50 0.089 1.8 NotE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016HR5 SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265 (2HDA) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 81.00 150 2.7 5 198.0 23.4 11.3 9 P1.000 E: 7.0 32.00 0.0 6 198.0 20.7 11.3 1.101 5B:25.0 113.00 0.024 2.7 Pipe: 15 0.0 0.7 10 11.00 150 6.4 5A 198.0 21.6 22.3 11 F1.000 E: 7.0 12.00 -4.3 7 208.0 15.2 23.1 1.101 B: 5.0 23.00 0.089 2.0 Pipe: 16 0.0 0.0 11.00 150 4.9 6 198.0 20.7 11.3 10 P1.000 E: 7.0 12.00 -4.3 9 208.0. 15.8 11.3 1.101 B: 5.0 23.00 0.024 0.5 Pipe: 17 0.0 0.0 15.00 150 1.7 7 208.0 15.2 22.3 101 P1.000 B: 5.0 5.00 0.0 11 208.0 13.5 22.3 1.101 20.00 0.083 1.7 Pipe: 17A 0.0 0.0 2.50 150 0.0 103 208.0 13.5 0.0 P1.000 5: 7.0 7.00 0.0 11 208.0 13.5 0.0 1.101 9.50 0.000 0.0 Pipe: 17B 4.90 17.4 Disch 6.50 150 1.0 11 208.0 13.5 4.9 12 P1.000 B: 5.0 5.00 0.0 101 208.0 12.6 22.3 1.101 11.50 0.083 1.0 Pipe: 18 0.0 17.0 102 10.50 150 0.1 101 208.0 12.6 -12.1 8A F1.000 B: 5.0 5.00 0.0 12 208.0 12.5 4.9 1.101 15.50 0.005 0.1 Pipe: 18A 4.90 17.0 Disch 2.00 150 0.5 12 208.0 12.5 0.0 F1.000 E: 7.0 7.00 0.0 102 208.0 12.0 17.0 1.101 9.00 0.050 0.5 Pipe: 18B 0.0 17.0 102 36.00 150 1.7 8A 208.0 14.1 -4.9 101 P1.000 3E:21.0 26.00 0.0 12 208.0 12.5 12.1 1.101 B: 5.0 62.00 0.027 1.7 Pipe: 22B 0.0 0.0 12.00 150 0.5 8B 208.0 14.6 12.1 12 F1.000 B: 5.0 5.00 0.0 BA 208.0 14.1 12.1 1.101 17.00 0.027 0.5 Pipe: 22D 0.0 . 0.0 17.00 150 . 0.6 10 208.0 15.2 12.1 8A F1.000 B: 5.0 5.00 0.0 8B 208.0 14.6 12.1 1.101 22.00 0.027 0.6 Pipe: 23 0.0 12.1 8B 17.00 150 0.6 9 208.0 15.8 -0.7 7 P1.000 2B:10.0 10.00 0.0 10 208.0 15.2 11.3 1.101 27.00 0.024 0.6 Pipe: 24 0.0 12.1 8B 2L: 2.0 67.00 150 0.0 7 208.0 15.2 -11.3 9 P1.000 5: 7.0 14.00 0.0 10 208.0 15.2 0.7 1.101 B: 5.0 81.00 0.000 0.0 Not SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 3-LOT 265 (2HDA) .SDF JOB TITLE: THE TERRACES NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080.621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.011 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically-transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 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 BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L E B R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 INNOVATIVE FIRE PROTECTION,INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 4-LOT 252 4700 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 150 sq. ft. COVERAGE PER SPRINKLER: 20X20T-400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR) : 21.0 gpm 8 32.6 psi SPRINKLER ORIFICE SIZE: - 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: ' JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. B CD Q CD LU SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2016\J-IRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252(1HD).SDF JOB TITLE: THE TERRACES Q CD U)' (N D C C C C • rH co W U)' (N C I SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 3 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (1HD) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 26.0 60.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT. SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 . 186.0 SOURCE 60.6 26.0 2 186.0 - - - - 46.7 - - - 2A 186.0 - - - - 43.7 - - - D 186.0 - - - - 43.4 - - - C 186.0 - - - - 38.4 - - - 2B 186.0 HOSE STREAM 37.1 5.0 2C 186.0 - - - - 36.9 - - - 3A 189.0 - - - - 34.8 - - - 3B 191.0 - - - - 33.7 - - - 3 193.0 - - - - 32.6 - - - 4 195.0 - - - - 30.7 - - - 5 199.0 - - - - 27.1 - - - 6 199.0 - - - - 26.5 - - - 7 199.0 - - - - 26.6 - - - 8 199.0 - - - - 26.3 - - - 9 199.0 - - - - 26.3 - - - 10 209.0 - - - - 21.3 - - - 11 209.0 - - - - 21.3 - - - 12 209.0 - - - - 21.4 - - - 13 209.0 - - - - 21.4 - - - 14 209.0 - - - - 20.8 - - - 101 209.0 - - - - 21.4 - - - 102 209.0 - - - - 21.4 - - - 103 209.0 K= 4.90 18.4 21.0 104 199.0 - - - - 26.3 - - - 105 199.0 - - - - 26.3 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (1HD) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 13.9 1 186.0 60.6 26.0 2A K1.000 T: 6.0 7.00 0.0 2 186.0 46.7 26.0 0.995 G: 1.0 77.00 0.181 13.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 186.0 46.7 26.0 D 3.0 psi, 26.0 gprn 2A 186.0 43.7 26.0 Pipe: 3 0.0 0.0 2.00 150 0.3 2A 186.0 43.7 26.0 C L1.000 ---- 0.00 0.0 D 186.0 43.4 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device D 186.0 43.4 26.0 23 5.0 psi, 26.0 gpm C 186.0 38.4 26.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 1.3 C 186.0 38.4 21.0 2C L1.000 T: 7.0 7.00 0.0 23 186.0 37.1 26.0 1.025 8.00 0.157 1.3 Pipe: 6 0.0 0.0 2.00 15,0 0.2 2B 186.0 37.1 21.0 3A L1.000 ---- 0.00 0.0 2C 186.0 36.9 21.0 1.025 2.00 0.105 0.2 Pipe: .7 0.0 0.0 20.00 150 2.1 2C 186.0 36.9 21.0 33 1.250 ---- 0.00 -1.3 3A 189.0 34.8 21.0 1.244 20.00 0.041 0.8 Pipe: 8 0.0 0.0 5.00 150 1.1 3A 189.0 34.8 21.0 3 1.250 ---- 0.00 -0.9 33 191.0 33.7 21.0 1.244 5.00 0.041 0.2 Pipe: 9 0.0 0.0 3.00 150 1.1 33 191.0 33.7 21.0 4 F1.000 ---- 0.00 -0.9 3 193.0 32.6 21.0 1.101 3.00 0.074 0.2 Pipe: 10 0.0 0.0 2.00 120 1.9 3 193.0 32.6 21.0 5 A1.000 C: 5.0 5.00 -0.9 4 195.0 30.7 21.0 1.049 7.00 0.142 1.0 Pipe: 12 0.0 7.6 7 13.50 150 3.6 4 195.0 30.7 .13.4 6 F1.000 E: 7.0 12.00 -1.7 5 199.0 27.1 21.0 1.101 3: 5.0 25.50 0.074 1.9 Pipe: 13 0.0 0.0 7.00 150 0.6 5 199.0 27.1 13.4 10 F1.000 E: 7.0 12.00 0.0 6 199.0 26.5 13.4 1.101 B: 5.0 19.00 0.033 0.6 NotE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (1HD) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 44.00 150 0.6 5 199.0 27.1 7.6 8 F1.000 B: 5.0 5.00 0.0 7 199.0 26.6 7.6 1.101 49.00 0.011 0.6 Pipe: 15 0.0 0.0 15.00 150 0.2 7 199.0 26.6 7.6 12 F1.000 B: 5.0 5.00 0.0 8 199.0 26.3 7.6 1.101 20.00 0.011 0.2 Pipe: 16 0.0 0.0 16.50 150 0.0 9 199.0 26.3 0.0 F1.000 B: 5.0 5.00 0.0 8 199.0 26.3 0.0 1.101 21.50 0.000 0.0 Pipe: 17 0.0 0.0 6.00 150 0.0 104 199.0 26.3 0.0 F1.000 E: 7.0 7.00 0.0 9 199.0 26.3 0.0 1.101 13.00 0.000 0.0 Pipe: 18 0.0 0.0 6.00 150 0.0 105 199.0 26.3 0.0 F1.000 K: 7.0 7.00 0.0 9 199.0 26.3 0.0 1.101 13.00 0.000 0.0 Pipe: 19 0.0 13.7 14 14.00 150 5.2 6 199.0 26.5 -0.3 11 F1.000 E: 7.0 12.00 -4.3 10 209.0 21.3 13.4 1.101 B: 5.0 26.00 0.033 0.8 Pipe: 20 0.0 0.0 13 20.00 150 4.9 8 199.0 26.3 7.6 11 F1.000 3E:21.0 31.00 -4.3 12 209.0 2'1.4 7.6 1.101 2B:10.0 51.00 0.011 0.6 Pipe: 21 0.0 21.0 103 9.50 150 0.5 10 209.0 21.3 -7.3 11 F1.000 B: 5.0 5.00 0.0 14 209.0 20.8 13.7 1.101 14.50 0.034 0.5 Pipe: 22 4.90 21.0 Disch 21.00 150 2.5 14 209.0 20.8 0.0 F1.000 E: 7.0 12.00 0.0 103 209.0 18.4 21.0 1.101 B: 5.0 33.00 0.074 2.5 Pipe: 23 0.0 13.7 14 62.00 15O 0.0 11 209.0 21.3 -13.4 6 F1.000 3B:15.0 15.00 0.0 10 209.0 21.3 0.3 1.101 77.00 0.000 0.0 Pipe: 24 0.0 21.0 103 42.00 150 0.5 11 209.0 21.3 -13.7 10 F1.000 B: 5.0 5.00 0.0 14 209.0 20.8 7.3 1.101 47.00 0.010 0.5 Pipe: 25 0.0 7.3 14 5.00 150 0.1 12 209.0 21.4 0.3 10 F1.000 B: 5.0 5.00 0.0 11 209.0 21.3 7.6 1.101 10.00 0.011 0.1 Pipe: 26 0.0 0.0 10.00 150 0.0 12 209.0 21.4 0.0 F1.000 B: 5.0 5.00 0.0 13 209.0 21.4 0.0 1.101 15.00 0.000 0.0 Not SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016\HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252(1HD).SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 27 0.0 0.0 0.50 150 0.0 101 209.0 21.4 0.0 Fl.000 E: 7.0 7.00 0.0 13 209.0 21.4 0.0 1.101 7.50 0.000 0.0 Pipe: 28 0.0 0.0 10.50 150 0.0 102 209.0 21.4 0.0 F1.000 B: 5.0 5.00 0.0 13 209.0 21.4 0.0 1.101 15.50 0.000 0.0 NOTES (HASS) Calculations were performed by the MASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.007 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 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 BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 Not INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 4-LOT 252 4700 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm,/sq. ft. AREA OF APPLICATION: 306 sq. ft. COVERAGE PER SPRINKLER: 18'X18-324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.3 gpm TOTAL WATER REQUIRED (including hose): 39.3 gpm FLOW AND PRESSURE (@ BOR) : 34.3 gpm @ 34.4 psi SPRINKLER ORIFICE SIZE: 1/2TT inch. NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. P R E S S U R E p S i 60.0 40.0 20.0 F 0.0 -14. WATER SUPPLY ANALYSIS Static: 111.00 psi Resid: 95.00 psi Flow: 500.0 gpm 120.0 A G 100.0 A U G E 80.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (21-IDA) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 39.3 84.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 186.0 SOURCE 84.3 39.3 2 186.0 - - - - 54.4 - - - 2A 186.0 - - - - 51.4 - - - D 186.0 - - - - 50.8 - - - C 186.0 - - T - 43.8 - - - 28 186.0 HOSE STREAM 41.1 5.0 2C 186.0 - - - - 40.6 - - - 3A 189.0 - - - - 37.2 - - - 3B 191.0 - - - - 35.8 - - - 3 193.0 - - - - 34.4 - - - 4 195.0 - - - - 31.1 - - - 5 199.0 - - - - 24.7 - - - 6 199.0 - - - - 23.4 - - - 7 199.0 - - - - 22.7 - - - 8 199.0 - - - - 21.9 - - - 9 199.0 - - - - 21.9 - - - 10 209.0 - - - - 17.4 - - - 11 209.0 - - - - 16.2 - - - 12 209.0 - - - - 15.6 - - - 13 209.0 - - - - 12.8 - - - 14 209.0 - - - - 17.2 - - - 101 209.0 K= 4.90 12.4 17.3 102 209.0 K= 4.90 12.0 17.0 103 209.0 - - - - 17.2 - - - 104 199.0 - - - - 21.9 - - - 105 199.0 - - - - 21.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/20161 -IRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDA) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 70.00 150 29.9 1 186.0 84.3 39.3 2A K1.000 T: 6.0 7.00 0.0 2 186.0 54.4 39.3 0.995 G: 1.0 77.00 0.388 29.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2 186.0 54.4 39.3 D 3.0 psi, 39.3 gpm 2A 186.0 51.4 39.3 Pipe: 3 0.0 0.0 2.00 150 0.7 2A 186.0 51.4 39.3 C L1.000 ---- 0.00 0.0 D 186.0 50.8 39.3 1.025 2.00 0.336 0.7 Pipe: 4 0.0 Fixed Pressure Loss Device D 186.0 50.8 39.3 2B 7.0 psi, 39.3 gpm C 186.0 43.8 39.3 Pipe: 5 H.S. 5.0 Disch 1.00 150 2.7 C 186.0 43.8 34.3 2C L1.000 T: 7.0 7.00 0.0 2B 186.0 41.1 39.3 1.025 8.00 0.336 2.7 Pipe: 6 0.0 0.0 2.00 150 0.5 2B 186.0 41.1 34.3 3A L1.000 ---- 0.00 0.0 2C 186.0 40.6 34.3 1.025 2.00 0.261 0.5 Pipe: 7 0.0 0.0 20.00 150 3.3 2C 186.0 40.6 34.3 3B 1.250 ---- 0.00 -1.3 3A 189.0 37.2 34.3 1.244 20.00 0.102 2.0 Pipe: 8 0.0 0.0 5.00 150 1.4 3A 189.0 37.2 34.3 3 1.250 ---- 0.00 -0.9 3B 191.0 35.8 34.3 1.244 5.00 0.102 0.5 Pipe: 9 0.0 0.0 3.00 150 1.4 3B 191.0 35.8 34.3 4 F1.000 ---- 0.00 -0.9 3 193.0 34.4 34.3 1.101 3.00 0.184 0.6 Pipe: 10 0.0 0.0 2.00 120 3.3 3 193.0 34.4 34.3 5 A1.000 C: 5.0 5.00 -0.9 4 195.0 31.1 34.3 1.049 7.00 0.353 2.5 Pipe: 12 0.0 14.9 7 13.50 150 6.4 4 195.0 31.1 19.4 6 F1.000 E: 7.0 12.00 -1.7 5 199.0 24.7 34.3 1.101 B: 5.0 25.50 0.184 4.7 Pipe: 13 0.0 0.0 7.00 150 1.2 5 199.0 24.7 19.4 10 F1.000 E: 7.0 12.00 0.0 6 199.0 23.4 19.4 1.101 B: 5.0 19.00 0.064 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/20l6HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDA) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 44.00 150 1.9 5 199.0 24.7 14.9 8 F1.000 B: 5.0 5.00 6.0 7 199.0 22.7 14.9 1.101 49.00 0.040 1.9 Pipe: 15 . 0.0 0.0 15.00 150 0.8 7 199.0 22.7 14.9 12 F1.000 B: 5.0 5.00 0.0 8 199.0 21.9 14.9 1.101 20.00 0.040 0.8 Pipe: 16 0.0 0.0 16.50 150 0.0 9 199.0 21.9 0.0 F1.000 B: 5.0 5.00 0.0 8 199.0 21.9 0.0 1.101 . 21.50 0.000 0.0 Pipe: 17 0.0 0.0 6.00 150 0.0 104 199.0 21.9 0.0 F1.000 E: 7.0 7.00 0.0 9 199.0 21.9 0.0 1.101 13.00 0.000 0.0 Pipe: 18 0.0 0.0 6.00 150 0.0 105 199.0 21.9 0.0 F1.000 E: 7.0 7.00 0.0 9 199.0 21.9 0.0 1.101 13.00 0.000 0.0 Pipe: 19 0.0 9.1 11 . 14.00 150 6.0 6 199.0 23.4 10.3 14 F1.000 E: 7.0 12.00 -4.3 10 209.0 17.4 19.4 1.101 B: 5.0 26.00 0.064 1.7 Pipe: 20 0.0 34.3 13 20.00 150 6.3 8 199.0 21.9 -19.4 11 F1.000 3E:21.0 31.00 -4.3 12 209.0 15.6 14.9 1.101 2B:10.0 51.00 0.040 2.0 Pipe: 21 0.0 0.0 9.50 150 0.3 10 209.0 17.4 10.3 11 F1.000 B: 5.0 5.00 0.0 14 209.0 17.2 10.3 1.101 14.50 0.020 0.3 Pipe: 22 0.0 0.0 21.00 150 0.0 103 . 209.0 17.2 0.0 F1.000 E: 7.0 12.00 0.0 14 209.0 17.2 0.0 1.101 B: 5.0 33.00 0.000 0.0 Pipe: 23 0.0 19.4 12 62.00 150 1.2 10 209.0 17.4 -10.3 14 F1.000 3B:15.0 15.00 0.0 11 209.0 . 16.2 9.1 1.101 77.00 0.016 1.2 Pipe: 24 0.0 19.4 12 42.00 150 0.9 14 209.0 17.2 -9.1 10 F1.000 B: 5.0 5.00 . 0.0 11 209.0 16.2 10.3 1.101 47.00 0.020 0.9 Pipe: 25 0.0 34.3 13 5.00 150 0.6 11 209.0 16.2 -14.9 8 F1.000 B: 5.0 5.00 0.0 12 209.0 15.6 19.4 1.101 10.00 0.064 0.6 Pipe: 26 0.0 17.0 102 . . 10.00 150 2.8 12 209.0 15.6 17.3 101 F1.000 B: 5.0 5.00 0.0 13 209.0 12.8 34.3 1.101 15.00 0.184 2.8 Not SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDA) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Nodal Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 4.90 17.3 Disch 0.50 150 0.4 13 209.0 12.8 0.0 F1.000 E: 7.0 7.00 0.0 101 209.0 12.4 17.3 1.101 7.50 0.052 0.4 Pipe: 28 4.90 17.0 Disch 10.50 150 0.8 13 209.0 12.8 0.0 F1.000 B: 5.0 5.00 0.0 102 209.0 12.0 17.0 1.101 15.50 0.050 0.8 NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.011 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 PAGE: A MATERIAL: S40 NBC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngE1l ChkV1i BfyVlv GatVlv AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 Not INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR THE TERRACES PLAN 4-LOT 252 4700 BORDEN COURT CARLSBAD, CA 92010 FILE NUMBER: C6206 DATE: MAY 18, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 228 sq. ft. COVERAGE PER SPRINKLER: 18 1 X18'-324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.0 gpm TOTAL WATER REQUIRED (including hose): 39.0 gpm FLOW AND PRESSURE (8 BOR): 34.0 gpm 8 30.8 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. P R E S S U R E p S i 60.0 40.0 20.0 F 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 111.00 psi Resid: 95.00 psi Flow: 500.0 gpm 01 120.0 A G 100 .0 A U G E 80.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDB) .SDF JOB TITLE: THE TERRACES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 111.0 95.0 500.0 110.9 39.0 80.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 186.0 SOURCE 80.2 39.0 2 186.0 - - - - 50.7 - - - 2A 186.0 - - - - 47.7 - - - U 186.0 - - - - 47.1 - - - C 186.0 - - - - 40.1 - - - 2B 186.0 HOSE STREAM 37.4 5.0 2C 186.0 - - - - 36.9 - - - 3A 189.0 - - - - 33.6 - - - 3B 191.0 - - - - 32.2 - - - 3 193.0 - - - - 30.8 - - - 4 195.0 - - - - 27.5 - - - 5 199.0 - - - - 21.2 - - - 6 199.0 - - - - 20.5 - - - 7 199.0 - - - - 17.9 - - - 8 199.0 - - - - 16.6 - - - 9 199.0 - - - - 12.7 - - - 10 209.0 - - - - 15.2 - - - 11 209.0 - - - - 14.5 - - - 12 209.0 - - - - 14.1 - - - 13 209.0 - - - - 14.1 - - - 14 209.0 - - - - 15.0 - - - 101 209.0 - - - - 14.1 - - - 102 209.0 - - - - 14.1 - - - 103 209.0 - - - - 15.0 - - - 104 199.0 K= 4.90 12.0 17.0 105 199.0 K= 4.90 12.0 17.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDB) .SDF JOB TITLE: THE TERRACES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node/ Nom ID Eg.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 . Source 0.0 70.00 150 29.5 1 186.0 80.2 39.0 2A K1.000 T: 6.0 7.00 0.0 2 186.0 50.7 39.0 0.995 G: 1.0 77.00 0.383 29.5 Pipe: 2 0.0 Fixed Pressure Loss Device 2 186.0 50.7 39.0 D 3.0 psi, 39.0 gpm 2A 186.0 47.7 39.0 Pipe: 3 0.0 0.0 2.00 150 0.7 2A 186.0 47.7 39.0 C Ll.000 ---- 0.00 0.0 D 186.0 47.1 39.0 1.025 2.00 0.332 0.7 Pipe: 4 0.0 Fixed Pressure Loss Device D 186.0 47.1 39.0 2B 7.0 psi, 39.0 gpm C 186.0 40.1 39.0 Pipe: 5 H.S. 5.0 Disch 1.00 150 2.7 C 186.0 40.1 34.0 2C L1.000 T: 7.0 7.00 0.0 2B 186.0 37.4 39.0 1.025 8.00 0.332 2.7 Pipe: 6 0.0 0.0 2.00 150 0.5 2B 186.0 37.4 34.0 3A L1.000 ---- 0.00 0.0 2C 186.0 36.9 34.0 1.025 2.00 0.257 0.5 Pipe: 7 0.0 0.0 20.00 150 3.3 2C 186.0 36.9 34.0 33 1.250 ---- 0.00 -1.3 3A 189.0 33.6 34.0 1.244 20.00 0.100 2.0 Pipe: 8 0.0 0.0 5.00 150 1.4 3A 189.0 33.6 34.0 .3 1.250 ---- 0.00 -0.9 3B 191.0 32.2 34.0 1.244 5.00 0.100 0.5 Pipe: 9 0.0 0.0 3.00 150 1.4 3B 191.0 32.2 34.0 4 F1.000 ---- 0.00 -0.9 3 193.0 30.8 34.0 1.101 3.00 0.182 0.5 Pipe: 10 0.0 0.0 2.00 120 3.3 3 193.0 30.8 34.0 5 A1.000 C: 5.0 5.00 -0.9 4 195.0 27.5 34.0 1.049 7.00 0.347 2.4 Pipe: 12 0.0 19.7 7 13.50 150 6.4 4 195.0 27.5 14.3 6 F1.000 Er 7.0 12.00 -1.7 5 199.0 21.2 34.0 1.101 B: 5.0 25.50 0.182 4.6 Pipe: 13 0.0 0.0 7.00 150 0.7 5 199.0 21.2 14.3 10 F1.000 Er 7.0 12.00 0.0 6 199.0 20.5 14.3 1.101 B: 5.0 19.00 0.037 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDB) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (g) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 44.00 150 3.2 5 199.0 21.2 19.7 8 F1.000 B: 5.0 5.00 0.0 7 199.0 17.9 19.7 1.101 49.00 0.066 3.2 Pipe: 15 0.0 34.0 9 15.00 150 1.3 7 199.0 17.9 -14.3 12 F1.000 B: 5.0 5.00 0.0 8 199.0 16.6 19.7 1.101 20.00 0.066 1.3 Pipe: 16 0.0 17.0 105 16.50 150 3.9 8 199.0 16.6 17.0 104 F1.000 B: 5.0 5.00 0.0 9 199.0 12.7 34.0 1.101 21.50 0.182 3.9 Pipe: 17 4.90 17.0 Disch 6.00 150 0.7 9 199.0 12.7 0.0 F1.000 E: 7.0 7.00 0.0 104 199.0 12.0 17.0 1.101 13.00 0.050 0.7 Pipe: 18 4.90 17.0 Disch 6.00 150 0.7 9 199.0 12.7 0.0 F1.000 E: 7.0 7.00 0.0 105 199.0 12.0 17.0 1.101 13.00 0.050 0.7 Pipe: 19 0.0 6.7 11 14.00 150 5.3 6 199.0 20.5 7.6 14 F1.000 E: 7.0 12.00 -4.3 10 209.0 15.2 14.3 1.101 B: 5.0 26.00 0.037 0.9 Pipe: 20 0.0 34.0 9 20.00 150 2.5 12 209.0 14.1 -19.7 7 F1.000 3E:-21.0 31.00 4.3 8 199.0 16.6 14.3 1.101 2B:10.0 51.00 0.037 1.9 Pipe: 21 0.0 0.0 9.50 150 0.2 10 209.0 15.2 7.6 11 F1.000 B: 5.0 5.00 0.0 14 209.0 15.0 7.6 1.101 14.50 0.011 0.2 Pipe: 22 0.0 0.0 21.00 150 0.0 103 209.0 15.0 0.0 F1.000 E: 7.0 12.00 0.0 14 209.0 15.0 0.0 1.101 B: 5.0 33.00 0.000 0.0 Pipe: 23 0.0 14.3 12 62.00 150 0.7 10 209.0 15.2 -7.6 14 F1.000 3B:15.0 15.00 0.0 11 209.0 14.5 6.7 1.101 77.00 0.009 0.7 Pipe: 24 0.0 14.3 12 42.00 150 0.5 14 209.0 15.0 -6.7 10 F1.000 B: 5.0 5.00 0.0 11 209.0 14.5 7.6 1.101 47.00 0.011 0.5 Pipe: 25 0.0 0.0 13 5.00 150 0.4 11 209.0 14.5 14.3 8 F1.000 B: 5.0 5.00 0.0 12 209.0 14.1 14.3 1.101 10.00 0.037 0.4 Pipe: 26 0.0 0.0 10.00 150 0.0 12 209.0 14.1 0.0 F1.000 B: 5.0 5.00 0.0 13 209.0 14.1 0.0 1.101 15.00 0.000 0.0 NotE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2016HRS SYSTEMS\JP CALCS\THE TERRACES PLAN 4-LOT 252 (2HDB) .SDF JOB TITLE: THE TERRACES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT •Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 0.0 0.0 0.50 150 0.0 101 209.0 14.1 0.0 F1.000 E: 7.0 7.00 0.0 13 209.0 14.1 0.0 1.101 7.50 0.000 0.0 Pipe: 28 0.0 0.0 10.50 150 0.0 102 209.0 14.1 0.0 F1.000 B: 5.0 5.00 0.0 13 209.0 14.1 0.0 1.101 15.50 0.000 0.0 NOTES (HASS) Calculations were performed by the BASS 8.5 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average - imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.003 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD1.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.244 1.81 3.62 1.21 4.22 3.62 0.60 6.03 6.03 3.62 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 BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 Not( DOMESTIC WATER— LINE 3 11 10 4 16 12 111 11 11 1E D I 1111111111.!_!..!.I I 1 SEE DETAIL BRASS OR W-3 COPPER 10 PRIVATE I PUBLIC 8 NOTES: 9 REFER TO DRAWING W-3 FOR SPECIFICATIONS OF 17.5" INSTALLATION OF SERVICE LINE AND APPURTENANCES. I DISTRICT TO SET METER AND BALL VALVE, ALL OTHERS TO BE INSTALLED BY CONTRACTOR. I DOMESTIC WATER LINE MATERIAL WILL BE IN I 6 CONFORMANCE TO CODE. ALL 2" OR SMALLER COPPER -JOINTS SHALL BE I o PRESS—CONNECT IN CONFORMANCE WITH SPECIFICATIONS. $ SIDEWALK 07/ SEE W-3, W-8, OR W-9 EM DESCRIPTION I SPEC/DWG COPPER, [TYPE 'K' , SOFT1 15057 I 30 LB. ZINC ANODE LEAD WIRE W-25 2" X 1" COPPER TEE (PRESS—CONNEcT) 1" 90' COPPER BEND (PRESS—CONNECT) NOT USED - AS1601184718 CHASE CT 1"ANGLE METER STOP #37 ARMORCAST METER BOX (OR EQUIVALENT)AS1601194722 CHASE CT 1" BALL VALVE AS160120 4726 CHASE CT WATER METER BY DISTRICT UNION F BRASS FIRE SYSTEM WATER LINE (SIZE TO BE APPROVED BY FIRE MARSHAL) __ 1" DOUBLE CHECK VALVE WITH SHUT OFF VALVES (LEAD FREE) REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 02/16 02/16 I" DOMESTIC WATER SERVICE CONNECTION WITH FIRE SPRINKLER SYSTEM DISTRICT ENGINEER DATE STANDARD DWG. NO W-A Accessories El Repair kit (rubber only) E Thermal expansion tank (Model XT) LII QT-SET Quick Test Fitting Set ©ce 5©L Double Check Valve Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (All sizes approved horizontal. Vertical approvals as listed below.) ASSE® Listed 1015 (vertical 3/4", 1 1/4", 1 1/2" & 2") IAPMO® Listed (vertical 1 1/4-2") CSA® Listed (vertical 3/4", 1 1/4", 1 1/2" & 2") AWWA Compliant C510 (vertical 3/4") UL® Classified (less shut-off valves only) C-UL® Classified (less shut-off valves only) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern Cali- fornia (vertical 3/4") City of Los Angeles Approved (vertical 1-1/4-2') NYC MEA 426-89-M VOL 3 Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Internals Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NoryITM, NSF Listed Springs Stainless steel, 300 series Options (Suffixes can be combined) LI - with full port QT ball valves (standard) L - less ball valves U - with union ball valves El S - with bronze "Y" type strainer TCU - with test cocks "vertical" up U V - with union swivel elbows (3/4" & 1") El OSY - with OS & Y gate valves FDC - with fire hydrant connection (2" only) Ej FT - with integral male 45° flare SAE test fitting LI PF - with Z-BiteTM push fit connections* (1/2°-1 "only) PR - with ZPressTM press fit connections° *Fittings ship in box with valve and must be threaded into valve by hand on site. Features Sizes: 3/4", 1", 11/2", 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 Dimensions & Weights (do not include pkg.) DIME NSIONS_(a Iproximate) WEIGHT MODEL A UNION D LESS BALL LESS WITH SIZE A BALL VALVES L C D E F G BALL BALL VALVES VALVES VALVES . mm in. mm in. Imm in. Imm in. Imm in. mm in. I mm in. mm in. mm lbs kq lb 3/4 20 111/4 286 121/2 318 7 178 11/2 38 3 76 31/2 89 3 76 15 381 5 2.3 7 3.2 1 25 112 1/4 311 137/8 353 7 178 11/2 38 3 76 31/2 89 3 76 173/4 451 8 3.6 12 5.4 11/4* 32 1151/2 419 18 1/2 470 10 9/16 268 2 51 31/2 89 41/2 114 41/2 114 211/2 546 16 7.3 22 10 11/2 40 1171/8435 191/8 486 109/16 268 2 51 31/2 89 41/2 114 41/2 1141223/4 578 16 7.3 22 10 2 50 1M 460 20 I 508 109/16 268 251131/2 89 41/2 114 41/2 1141251/8 638 16 7.3 28 12.7 *Si 1-1/4" Discontinued Zurn Industries, LLC ' Wilkins Rev. D 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 4/15 In Canada Zurn Industries Limited Document No. BF-950XL 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Product No. Model 950XL 0 I Page 1 of 2 Flow Characteristics 0 Rated Flow (established by approval agencies) MODEL 950XL 3/4", 1", 11/4", 11/2" & 2" (STANDARD & METRIC) FLOW RATES (its) 0 U) 0 en (I) 0 —J w IX U) IF) U) IX a- 15 3.2 6.3 9.5 12.6 15.8 103 Cal :11/4 (32mni)1 1/2 (40mm)_ 69 Cl) C,) (50mm) 0 —J LU cc C') C/) w I 0 0 50 100 150 200 250 °— FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum 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. OUTDOOR INSTALLATION Capacity thruSchedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 Wsec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2 5 1 7 9 14 3/4" 8 12 17 25 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 1 . 63 95 1 52 1 78 1 105 167 DIRECTION OF FLOW INDOOR INSTALLATION Specifications The Double Check Valve Backflow Preventer shall be ASSE® Listed 1015 approved, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat rings and all internal polymers shall be NSF® Listed NoryllM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance with- out removing the device from the line. The Double Check Valve Backflow Preventer shall be a ZURN WILKINS Model 950XL. Zurn Industries, LLC Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11-2 Ph. 905-405-8272, Fax 905-405-1292 Page 2 of 2 Badger Meter Mode' 25, Lead-Free Bronze Alloy, Size 5/8 x 3/4U ON 15 mm) NSF/ANSI Standards 61 and 372 Certified DESCRIPTION The Recordall Model 25 Disc Series meters meet or exceed the most recent revision of AWWA Standard C700 and are available in a lead-free bronze alloy. The Model 25 meters comply with the lead-free provisions of the Safe Drinking Water Act, are certified to NSF/ANSI Standards 61 and 372 (Trade Designation: M25-LL) and carry the NSF-61 mark on the housing. All components of the lead-free bronze alloy meter (housing, measuring element, seals, and so on) comprise the certified system. Applications: For use in measurement of potable cold water in residential, commercial and industrial services where flow is in one direction only. Operation: Water flows through the meter's strainer and into the measuring chamber where it causes the disc to nutate. The dis, which moves freely, nutates on its own ball, guided by a thrust roller. A drive magnet transmits the motion of the disc to a follower magnet located within the permanently sealed register. The follower magnet is connected to the register gear train. The gear train reduces the disc nutations into volume totalization units displayed on the register or encoder face. Operating Performance: The Recordall Disc Series meters meet or exceed registration accuracy for the low flow rates (95%), normal operating flow rates (100 ± 1.5%), and maximum continuous operation flow rates as specifically stated in AWWA Standard C700. Construction; Recordall Disc meter construction, which complies with ANSI/AWWA standard C700, consists of three basic components: meter housing, measuring chamber, and permanently sealed register. The water meter is available in a lead-free bronze alloy with externally-threaded spuds. A corrosion-resistant engineered polymer material is used for the measuring chamber: Magnetic Drive: Direct magnetic drive, through the use of high-strength magnets, provides positive, reliable and dependable register coupling for straight-reading or AMR/AMl meter reading options. Tamper-Proof Features: Unauthorized removal of the register or encoder is inhibited by the option of a tamper detection seal wire screw, TORX° tamper-resistant seal screw or the proprietary tamper-resistant keyed seal screw. Each can be installed at the meter site or at the factory. Maintenance: Badger Meter Recordall Disc Series meters are designed and manufactured to provide long-term service with minimal maintenance. When maintenance is required, it can be performed easily either at the meter installation or at any other convenient location. To simplify maintenance, the register, measuring chamber, and strainer can be replaced without removing the meter housing from the installation. No change gears are required for accuracy calibration. Interchangeability of parts among like-sized meters also minimizes spare parts inventory investment. The built-in strainer has an effective straining area of twice the inlet size. Connections: Tailpieces/Unions for installations of meters on various pipe types and sizes, including misaligned pipes, are available as an option. SPECIFICATIONS Model 25 Disc Series Meter Typical Operating Range 1/2. .25 gpm (0.11.. .5.7 ml/hr) (100%± 1.5%) Low Flow (Mm. 98.5%) 1/4 gpm (0.057 m3/hr) Maximum Continuous 15 gpm (3.4 m3/hr) Operation Pressure Loss at Maximum 2.8 psi at 15 gpm Continuous Operation (0.19 bar at 3.4 m3/hr) Maximum Operating 80° F (26" C) Temperature Maximum Operating 150 psi (10 bar) Pressure Measuring Element Nutating disc, positive displacement Meter Connections Available in NL bronze and thermoplastic to fit 3/4" (DN 15 mm) spud thread bore diameter sizes. Meter Spud and Connection Sizes "U' Size "B" I Coupling I Nut and Tailpiece x Laying Designation Bore Dia. Spud PipeThread Length I Thread - (NPT) 5/8" x 3/4" x 7-1/2" 5/8', 3/4' 1" (3/4') 3/4 Materials Meter Housing Lead-free bronze alloy Housing Bottom Plates Cast iron, engineered polymer, lead-free 1 bronze alloy Measuring Chamber Engineered polymer Disc -. Engineered polymer Trim Strainer Stainless steel Engineered polymer Disc Spindle Stainless steel, engineered polymer Magnet Ccramk,polymer-bonded Magnet Spindle - Stainless steel, engineered polymer Register Lid and Shroud Engineered polymer, bronze RDM-DS-00063-EN-03 (May 2013) MUM A REGISTERS I ENCODERS Standard—Sweep-Hand Registration Meter Meter A B C Approx. Size Model Laying Height Centerline Width Shipping Length Reg. Base Weight 5/8'x3/4" 25 7-1/2 4-15/16' 1-11116' 4-1/4" 4-1/21b (15 mm) (190 mm) (125 mm) (42 mm) (108 mm) (2 kg) The standard register is a straight-reading, permanently sealed magnetic drive register. Dirt, moisture, tampering and lens fogging problems are eliminated. The register has a six-odometer wheel totalization display, 360° test circle with center sweep hand, and flow finder to detect leaks. Register gearing is made of self-lubricating engineered polymer, which minimizes friction and provides long life. The multi-position register simplifies meter installation and reading.The register capacity is 10,000,000 gallons (1,000,000 ft', 100,000 m3). 25 Recoldafl°// a T — :7 Gallons 3.: . 4 ,-: '., , 'I. ,,,,• 25 1/; a ee,o,aer,,.. .:.8 Cubic Feet .3.: 1aU.-u .:' 'I 4 ,- , 25 ,,, Recordalt _0,57 m3 0,03-: 0 00 0 ô 0,06 0,04 Meter Gallon Cubic Cubic Model Feet Meter 25 10 1 0.1/0.01 1 Optional—Encoders for AMR/AMI Reading Solutions AMR/AMI solutions are available for all Recordall Disc Series meters. All reading options can be removed from the meter without disrupting water service. Badger Meter encoders provide years of reliable, accurate readings for a variety of applications and are also available pre-wired to Badger Meter approved AMR/AMI solutions. See details at www.badgermeter.com. ViJi1!1.J*ICYAiii ACCURACY CHART Rate of Flow in Gallons per Minute Rate of Flow in Gallons per Minute Racnrdai) in a reaistered tradem:rk of Badger Meter, hnc. Other trademarks appearing in. tris d.'xeranri; are the property :1 :hair respemive Cntrties. Ii. 5) \'rrSlli( is 1str1 rr arr:ui:etan<rp tarlisacluai b1leetrorr PXIS1S, 7r 2.03 Badger Mister Isa. 1511 FrIJiPS On imer,eas ) badm Mct,a 'Sat 5' ,r 1cc,-' Deer Sr., ) r:.'i','i 161"', '.l.r.'-l' C ri,'', 1 it 't>i ' . '1 '1 Mexico I Badger Meter tie [as Amerrc3s, S.A. dec v ) dm' WS 0 376:.5;'3 .,jAr' 5'4 1 l'rrrepc, Middle. Fart and A5ns i RCqnr ,,ll,ce, Fe sp erobH) N.e.. ,r''1. cr 01'" Cand, oRpub c Badger Meter Czech tepulsir re.) Ia,. ca,, )eoe) . ,e,-,,, to' r'r ' . 'a) -, ,)' '1" tlovakro Bcdqe'r Meter Slovakia sec. 1 Racianska "c'- 431 321' .ava, 5352cr. riM' 4.1. 1 ,)ca Pacific ( Badger Meter )"(rtr'1 ','Pa,.,d, nd.Il"',".c.c,y'.dn','.,,,..r"..'r 'C ,ra)8,rd1j r Meter )7 5' S,r ,ar, r''),e''',"ll'-i"'a' r, ),t''et,tr'nirs. ' , .' 'C, . ' ,,4 Recordall® Disc Meters, Lead-Free Bronze Alloy, Sizes 518','518"x314','314"& 1" SPECIFICATIONS Model LP Model 25 I Model 35 Model 55 Model 70 (5/8' & 5/8 x 3/4') (5/8 & 5/8" x 3/4") (3/4") (111) (111) Typical Operating 0.25...20gpm 0.5...25gpm 0.75...35gpm 1... 55 gpm 1.25 ... 70gpm Range (0.057.. .4.5 M3 /hr) (0.11.. .5.7 M3 /hr) (0.17.. .7.9 m3/hr) (0.23. .12.5 m3/hr) (0.28... 16 m3/hr) (100% ± 1.5%) 0.25 gpm 0.25 gpm 0.375 gpm 0.5 gpm 0.75 gpm Low Flow (0.057 M3 /hr) (0.057 m3/hr) (0.085 m3/hr) (0.11 m3/hr) (0.17 m3/hr) Min. 98.5%_ Min. 98.5% Min. 97% Min. 95% Min. 95% Maximum Continuous 109pm 15 gpm 25 gpm 40 9p 50 gpm (2.3 m3/hr) (3.4 m3/hr) Operation (5.7 m3/hr) (9.1 m3/hr) (11.3 m'/hr) 5/8" size: 5/8" size: Pressure Loss 2 psi @ 10 gpm 3.5 psi @ 15 gpm at Maximum (0.14 bar @2.3 M3 /hr) (0.24 bar @3.4 m3/hr) 5 psi @25 gpm 3.4 psi @40 gpm 6.5 psi @50 gpm Continuous 5/8" x 3/4" size: 5/8" x 3/4" size: (0.37 bar @5.7 m3/hr) (0.23 bar @9.1 M3 /hr) (0.45 bar @11.3 m3/hr) Operation 1.5 psi @ 10 gpm 2.8 psi @ 15 gpm (0.10 bar @2.3 M3 /hr) (0.19 bar @3.4 M3 /hr) Maximum Operating 80° F (26'C) Temperature Maximum Operating 150 psi (10 bar) Pressure Measuring Nutating disc, positive displacement Element Available in NL bronze and engineered polymer to fit spud thread bore diameter sizes: Meter I 5/8" size: I I I Connections 5/8" or 5/8' (DN 15 mm) I 3/4' (ON 20 mm) i 1° (ON 25 mm) 1" (DN 25 mm) 3/4" (ON 15 mm) I 5/8" x 3/4" size: 3/4" (ON 15 mm) I Model LP (5/8"&5/8"x3/4") Mdel 25 (5/8"05/8',x 3/4") Model 35 (3/4") Model 55 Model 70 Meter Housing Lead-free bronze alloy Housing Bottom Plates Lead-free bronze alloy, cast iron, engineered polymer Cast iron, lead-free bronze alloy Measuring Chamber Engineered polymer Disc Engineered polymer Trim Stainless steel Strainer Engineered polymer Disc Spindle Engineered polymer Stainless steel Stainless steel Engineered polymer Stainless steel Magnet Ceramic Ceramic Ceramic Polymer bonded Ceramic Magnet Spindle Engineered polymer Stainless steel Stainless steel Engineered polymer Stainless steel Register Lid and Shroud Engineered polymer, bronze Page 2 RDM-DS-00467-EN-03 BMI October2015 Reco ida/I® Disc Meters, Lead-Free Bronze Alloy, Sizes S18,'5/8"x314','314"& 1" ACCURACY CHARTS (CONTINUED) Model 55 1 1 1.0 10 100 Model 70 1' 1 1.0 10 100 1 A C 0 1 A C 0 lfl An Cfl 00 10 '- 5 + a) 01 0® 1) C- LA - (0 5 00)10 D1) 15 -K -i--I: ,d'- ,', o( IA'1:..' r 'lA •n c r'-r :0)('' . rl 1 a ax .r en t a r, ' OLAerr yC)t Uri,' r-.p '- L. ,-r D, t 3 Cl . Q( , C -c r,i1s''- - -- I '). -- , " - "C .'UM.: '-1 B. ..".zEC h Cc,' 1 '.3 A C 42 - ,-) -,-,:a-,, ,'(:,C,c-,. Recordall@ Disc Meters, Lead-Free Bronze Alloy, Sizes 5/8','518"x314','314"& 1" PRESLJRE LOSS CHARTS (CONTI NUED) Rate ,f Flow in Gallons per Minute Model 70 1' - 1 10 100 —______. — — ______• — — ______. _____110=m= — ______. — — ______. • — ------- — — — ______. ______. — ______. — ______. • I — ____- — ------ _____.. m — — ______. _____.. • — _____.. — ra••• • ____— — — ______. ______. a — — — ______ ___4___• ,a•u — — — ______. — ______ — ______. — _____. • — ______. —_______. ____________ - ______—=— ______. Model LP 5/8' 1 1.0 10 100 10- ------....------...I------.... ______•.••______...I______.... • mmmumm • —_—__mm -•...—_—___•...—_—___... CIE mom ______••••______••••______.... 10 ------....------....------.... _____•••..______••..______.... _______..______.•.•______.... WOMM mmomms 15 MUMMMMM Model LP 5/8" x 3/4" 1 1.0 10 100 Page 6 RDM-DS-00467-EN-03 BMI October2015 Recordall® Disc Meters, Lead-Free Bronze Alloy, Sizes 5/8','5/8"x314','314"& 1" PRESSURE LOSS CHARTS Rate of Flow in Gallons Der Minute Model LP 5/8' 10 1,0111 - LI 40 is1I I ____. —------s — ______. mmmmm — mm ME —NNEWENEW — ______. — • ___. • _______ — ______. — ______. — — ----- — — — Model LP 5/8" x 3/4' 1 in 100 - LI ___. MEN _____.. — _____.. W __. _.. — _.. — ____ . _ ME WMENEIME — _____.. — ____. — ______. — ____ — ______. — _ . ___. _____ . — _ — — ____. — _ ____ — _. ____— ______. — ----- MEMO - • ____ — _____.. ____. — Model 25 518" 1 10 100 C nfl nn An an 25 20 n 15 0 10 5 Page 4 RDM-DS-00467-EN-03 BMI October2015 SENJU SPRINKLER CO.,LTD.rl Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows easy installation of the cover plate. -1 herefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use in twines, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 130; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar10) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WA1NTNGS The Model RC-RES must be Installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing Coiii'ractor or sprinkler manufacturer should be contacted with any related questions. Document No. U085160 Date . Feb/09/2015 Page . 2 of 8 OPERATION 2- )4e" (0 52mm) NPTt/2 Morkinq Lot No. Year at Manufacture SIN : S58464 K-tactor 54.9 Temperature Rating : I 52F/72C UL Mark or 175F/79c Control No. 6P37 NSF Mark: NSF-61-G RES SPKR E *'%/"( Body (Copper Alloy) f21 Detlector (Phosphorus Bronze) Gasket (PIFE) ..)® Fusible Metal (Solder) Collector (Copper) © Cauer Plate Assembly FIGURE 1. Model RC-RES K4.9 Cod MarkS SIN SS8464 K-Iorr : K4.9 : nemperarure Rore9 162F 72C or TYF/TS.0 UL Mark COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) TECHNICAL DATA Approvals: UL.,, Listed, NSF-61713 Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175p5i (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi112 (70.6 LPM/bar112) Temperature Rating: 1€2'F (72°C) Sprinkler with 140'F (60°C) Cover Plate 1751 (79°C) Sprinkler with 1621 (72°C) Cover Plate Color Code (Sprinkler) 1621 (72°C): Uncolored 1751 (79°C): White Color Code (Cover Plate) 1401 (60°C): No Mark 1621 (72°C): White-Colored Mark Verlical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figure 1 In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is released al once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) Nornol Condition Cover Plate Operation a Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purpose only) Document No. U085160 Date . Feb/09/2015 Page 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating th e design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not coverage by the following instructions, should be submitted to Contact Company. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 130, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the Cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radically outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 130, or 13R) must be kept as small as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided with the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. General Service Conditions lie Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 130 or 13R for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to exposure to a heat sources other than an actual fire. Precautionary Warnings for Corrosive Environments The Model RC-RES should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for the copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, 8828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and leakage in the sprinkler system. clraulic Design Criteria he rrunimum required sprinkler flow rates for system designed to NFPA 130 or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the followings: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. Document No. U085160 Date . Feb/09/2015 Page . 4 of 8 A nilnimurn discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] over the design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 Ordinary Intermediate Maximum Coverage Maximum Temperature Rating Temperature Rating Deflector Minimum Area Spacing 162T (72°C) 175T (79°C) to Installation Spacing Flow Pressure Flow Pressure(b)Ceiling Ft x Ft . . Ft. Type Ft. (rn xrn ) (m) GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings 37i<37) (3.7) (49.2) (0.48) (49.2) (0.48) 3/8 to 7/8 Inches. 14x14 14 13 7.0 13 7.0 Beamed (3x43) (4.3) (49.2) (0.48) (49.2) (0.48) Ceilings per NFPA - 16x16 16 13 7.0 14 8.2 13D,13R Concealed 8 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 8x18 18 17 12.0 18 13.5 3/8 to (5 5x5 5) (5.5) (64.3) (0.83) (68.1) (0.93) 7/8 inches 20x20 20 21 18.4 - below bottom of (6.1x6.1) (6.1) (79.5) (1.27) - beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Nexi Higher Coverage Area listed. Fcquirernent is based on minimum flow inGPM/LPM from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. 13 ,)rinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INS TALL AT/ON he Model RC-RES must be installed in accordance with the following instructions. Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Tie Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The P;otecrivo Cap must be removed to place the sprinkler in service. Document No.U085160 Date .' Feb/09/2015 Page .• 5 of 8 Use a torque of 7 to 14 ft lbs (9.5 to 19.ONm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. InstaIIinq Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inch (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 4). The grooves of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). - Step 3 If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with the 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the Tolerance Limit of Ceiling Level" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here Do NOT Ave..)'," (6.4ev,,) M Ye (3.2nev) Over Tighten Groove on the Sprinkler ierar,ce L m t Protective cop ling U Mounting Surface7 roove of the Socket SurfaceMounting 2-t'C (6Ovm) Socket Wrench Ceiling Hole Diameter LCORRECTI INCORRECTI II FIGURE 3. INSTALLATION FIGURE 4 Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just comes in contact with the ceiling (Ref. Figure 6 and Figure 7). Stop lightening the Cover Plate Assembly one the flange has come in contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening of the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot come in contact with the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6 Document No. U085160 Date . Feb/09/2015 Page 6 of Sprinkler Head ___________ Protective Co Step I t I Cop Step 2 Remover R Hank by turning Step 3 4 Pull down FIGURE 5. PROTECTIVE CAP REMOVAL E C 0 Mountina Surma C i Cover Plate Assembly +1 L 2-%" or 3-Y4" ( 83mm) or 2- '/8-square (068mm) FIGURE 6 INCORRECT] rcoRREcT INCORRECJ] FIGURE 7. INSTALLATION (CORRECT OR INCORRECT) Document No.U085160 Date Feb/09/2015 Page .'70f8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40T14 t to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not Pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities and all affected by this action parties must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise .suitahth safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler systems to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must never be shipped or stored where the temperature exceeds 100'F/38°C. Automatic sprinkler must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units, as a result of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A "Hydraulic Design Cr/aria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verity that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. Tliu owner is responsible for the maintenance of the sprinkler system, including inspection and testing, its compliance with this documents, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having ln uscliction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or tle sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qialilied Inspection Service in accordance with NFPA25. Document No.U085160 Date . Feb/09/2015 Page 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information ( M o d e l N a m e , S p e c i f y , T e m p . a n d F i n i s h ) . Sprinkler: Model: RC-RES (SIN: SS846'1, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 16 2 ' F ( 7 2 °C) or 175T (79°C)) Cover Plato Assembly: 2-5/8 inch (t (Cimm) or 3-1/4 inch ( 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to u chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Wood grain Custom Color Custom Pattern 2-5/8" Round, 1'lO°F 0 0 - - - 0 - 0 0 3-1/4" Round, 1I00F 0 0 0 0 0 0 0 0 0 2-5/8' Scivaro, 1d0C 0 - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - 0 0 Toots for ristaitution of Model: RC-RES Socket for Mndot RC-RES Wrench &Smc for Model RC-RES Cap Remover CC Document No.U085160 Date Feb/09/2015 CD CD C) 01 :,J CD Fl Res 30,49,58&76 Fl Res 30,49,58&76 Recessed Pendent I Fl Recessed Pendent / FP Fl Res 30,49,58&76 Fl Res 44&58 CCP Pendent Recessed HSW/F2 1 Res 58 Bulletin 135 Rev. M Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05gpnt/ft2 Types: Fl Res 30Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/Fl Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/Fl Fl Res 76 Recessed PendentJFP Fl Res 30 CCP Pendent Fl Res 49 COP Pendent Fl Res 58 CCP Pendent Fl Res 76 CCP Pendent Fl Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSWX KRes58HSWX Fl Res 58 HSW Recessed HSW/F2 23, Fl Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model Fl Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model Fl Res 44 SWC Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass-bulb and low profile decorative design. The Fl Res Fl Res 44 SWC Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass-bulb Sprinkler Frame Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (R½) K-Factor: 3.0 (43.2) (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - Fl Res 76 Pendent Sprinkler 4.4(63) (Actual) - Fl Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 S vioaei i-i Pies iu, ', ots ø a' o renu nt Model Fl Res 49, 58 & 76 Recessed Pendent / Fl '1 .,. / —p-- / -' -- — Fl escutcheon, 3/4' (19mm) adjustment 2 2/4 HOLE 0/A. [57.2==J / 25/76" 0/A, (49.2=n] - r t-- IX 1/2' REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH ROSS. ADJUSTMENT 'ACE OF FITTING TO CEILING DIMENSION,' 3/8"-1 2/8' (Fl ESCUTCHEON) 3/8-7/8' (F2 ESCUTCHEON) 2/8' —1 '56' 2 27/32" 0/A. 352003 Application Model Fl Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 132013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approvihg authority having jurisdiction. Installation' Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*. Fl or F2. Data: the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 with a ceiling to deflector distance of 4" - 12'. Flow arrow on deflector must point away from near wall and "Top' mark- ing must face ceiling. Type Adjustment "A" Face of fitting to ceiling Deflector Distance below bottom of beam Inch (mm) Inch (mm) Inch (mm) Inch (mm) Fl 3/4 (19,0) Mm. Recessed = 1/a (41.3) /a (9.5) 1/4 (44.4) Max. Recessed - 7/ (22.2) 11/8 (28.6) 1(25.4) F2 1/2 (12.7) Mm. Recessed = 1/8 (41.3) 3/a (9,5) 13/4 (44.4) Max. Recessed '= 11/a (28.6) 7/ (22.2) 11/4 (31.7) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent Sprinkler Model Fl Res 30 Recessed Pendent / F2 Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Size Nominal Orifice Inch (mm) Max. Pressure psi (bar) Sprinkler Temp. Ratin-ql Max. Ambient Temp. Actual K Factor Sprinkler Length Inch (mm) OF °C °F °C ½"NPT 2//64 (82) [ 175(12) 1 55 68 100 38 3.0 (43.2) 2.25 (57) Max. Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Spacing (1550 80C) (175°F179°C) Top of Deflector to Ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) PSI (bar) GPM (1/mm) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth Ceilings 11/4 t04(31.710 102) using F2 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 11/4 to 13/4 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11(0,76) 10(37,8) 11(0,76) 16 x 16(4.9 X 4,9) 16(4,9) 13(49) 18.8(1,3) 13(49) 18.8(1,3). (31.7 to 44.4) using F2 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) I Max. Sprinkler Max. Actual Sprinkler Thread Nominal Orifice Pressure Temp. Rating Ambient Temp. K Length Size Inch (mm) psi (bar) OCFactor Inch (mm) OF OCOF 1/2"NPT I /i6 (11) 175 (12) 155 68 100 38 (70.6) 2.25 (57) (R½) J 175 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (155°Fi8°C) (1750 9-C) to Ceiling Spacing Flow Pressure Flow Pressure FtxFt(mxm) Ft (m) Inch (mm) Ft (m) GPM (11mm) PSI (bar) GPM (Llmin) PSI (bar) 12 x 12(3,6 x 36) 12(36) 13 (49) 7.0(0,48) 13(49) 7.0 (0,48) Smooth ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon. 1 t 4(25.4 to 102) using Fl 14 x 14 (4,3 x 4,3) 14(4.3) 13(49) 7.0 (0,48) 13 (49) 7.0 (0,48) escutcheon. Beamed Ceilings per NFPA 8 (2,4) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7.0 (0,48) 13 (49) 7.0 (0,48) 13D, 13R or 13 installed in 18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12(0,83) 17(64,3) 12(0,83) beams 11/4 to 1/4 (31.7t0 44.4) using F2 escutcheon, 1 20 x 20(6,1 x 6,1) 20(6,1) 20(75,7) 16.7 (1,14) 20(75,7) 16,7 (1,14) to 1A (25.4 to 44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (155°F,8°C) (175°F1790C) to Ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (1/mm) PSj GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 15(57) 9.4 (0,65) 15(57) 9.4 (0,65) Smooth Ceilings 4 to 8(100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) .14 (4,3) 16 (60,5) 10.6(0,73) 16(60,5) 10.6 (0,73) 4 to 8(100 to 203) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 17(64,3) 12.0(0,83) 17(64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 15.0 (1,0) 19(72) 15.0 (1,0) 4Y4tO8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20(6,1 x 6,1) 20(6,1) 22(83,2) 20.2(l.4) 22 (83,2) 20.2 (1,4) using Fl escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice I Max. I I Pressure I Sprinkler Temp. Rating Max. Ambien i t Temp. Actual I Sprinkler Length Size Inch (mm) psi (bar) K Factor Inch (mm) OF I °C OF 1/2" NFl (R V2) ½" (13) 175 (12) 155 175 68 79 100 150 I 38 66 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (155°F,8°C) (1750F/790C) to Ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (mx m) Ft (m) Inch (mm) Ft (m) GPM (1/mm) PSI (bar) GPM (1/mm) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 16 (61) 7.6(0,53) 16 (61) 7.6(0,53) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon, 14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6(0,53) 16(61) 7.6(0,53) 1 t 4(25.4 to 102) using Fl escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) i6 (61) 7,6 (0,53) 16(61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 10.8 (0,75) 19 (72) 10.8 (0,75) 11/4 to i/4 (31.7 to 44.4) using F2 escutcheon, 1 t i% (25.4 to 20x20(6,1 x6,i) 20(6,1) 22(83,3) 14.4(1,0) 22(833) 14.4(1,0) 44.4) using Fi escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. I Sprinkler I I Max. I I K Sprinkler Size Inch (mm) Pressure I Temp. Rating Ambient Temp. Factor Length °F °C OF °C psi (bar) Inch (mm) 3/4' NPT 17/32 (135) 175(12) 155 I 68 I_79 100 I 38 I 7.6(109) 2,25 (57) (R3/4) 175 1 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing (155°F,80C) (175°F179°C) Top of Deflector to Ceiling Spacing Flow Pressure Flow GPM Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (1/mm) PSI (bar) (11mm) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) Smooth Ceilings 41/4 t08(108 to 203) using F2 escutcheon. 14 x 14 (4,3 X 4,3) 14(4,3) 21 (79;5) 7.6 (053) 21(79,5) 7.6 (0,53) 4 to 8(100 to 203) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(49) 21(79,5) 7.6 (0,53) 21 (79,5) 7.6(053) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(24) 18 x 18(5,5 x 5,5) 18(5,5) 21(79,5) 7.6 (0,53) 21(79,5) 7.6 (0,53) beams 41/4 to 8(108 to 203) us- ing F2 escutcheon, 4t08(100 20 x 20 (6,1 x 6,1) 20(6,1) 23(87,1) 9.2 (0,63) 23(87,1) 9.2(0,63) to 203) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 30. 49. 58 & 76 CCP Pendent* • Model Fl Res 30, 49, 58 & 76 Recessed Pendent I FP * Not listed for corrosion resistance. . 2 5/8" (66.7mm] 0/A. 2 5/16" 0/A. HOLE IN CEILING [58.7mm] - CUP -t I"xl/2" REDUCER CUP CEILING L.. ...i I I 7/4" (31.5mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION COVER ADJUSTMENT HEIGHT 3 5/16" 0/A. 135FC04E [84,1mm] Fl RES 30, 49, 58 & 76 CCF FEND. Fig. 3 Note: The Fl Res 76 will use a 1" x Y4" reducer. CCP Cover Plate Data: "A" Cover Adjustment 111311 CCP Height "C,, Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch (mm) 1/2 (12.7) 15/16 (24) 1/2 (13) - 1(25.4) 5/16(7,9) 3/4 (19) 1/2(13) - 1(25.4) FR push-on/thread-off escutcheon 25/8" 0/A. [66.7mm] —HOLE IN CEILING - 2 5/16" 0/A. - [58.7mm] - CUP ( - I" X 7/2" REDUCER 7 CEILING —.--- 1 1/2" '[38. 1mm] MAX. 111ItL!tIF'1 FACE OF FITTING IT1 TO FACEOF CEILING DIMENSION 1/2" (13mm] MAX.I ..- FR ADJUSTMENT I i Fl RES 49 PENDENT/FP Fig. 4 FP Escutcheon Data: "B" "A" Deflector Distance below bottom PP Position Inch (mm) of beam Inch (mm) Max. Recessed /16(11) 1/2(12.7) Mm. Recessed 15/16(24) 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) flhreid Nominal I Max. CCP Assembly I Max. K Sprinkler Size Orifice I Pressure Temp. Rating Ambient Temp. I Length OF I °C OF I ° I Inch (mm) psi (bar) FactorC Inch (mm) ½"NPTI I (R½) 21/ (82) I 175 (12) 135 57 I 100 I I 38 3.0 (43.2) 2.25 (57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing (155°F/680C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/miri) PSI (bar) Smooth Ceilings ½ to 1(13 to 25.4) using OCR 12 X 12(3,6 X 3,6) 12(3,6) 8(30,3) 7.0(0,48) ½ to 1(13 to 25.4) using FP escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 11(37,8) 13.4 (0,92) beams ½ to 1(13 to 25.4) using CCP. ½ to 1(13 to 25.4) using FR escutcheon, For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal CCP Max. Max. Thread Orifice Assembly Ambient K Sprinkler Size Inch Pressure Temp. Temp . Factor Length (mm) psi (bar) Rating Inch (mm) OF I °c OF OC ½"NPT (R1/2) /16" (11) 175 (12) 135 57 100 I 38 4.9 (70.6) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155- 8-C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) using 14 x 14 (4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48) COP. '/2 to 1(13 to 25.4) using FP escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 14 (53) 8.2(0,56) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams 1/2 to 1(13 to 25.4) using 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68,1) 13.5 (0,93) OCR 12 to 1(13 to 25.4) using PP escutcheon. 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Nominal ' Max. I CCP Assembly Max. Sprinkler ' I Pressure ' I KOrifice I Temp. Rating I Ambient Temp. I Factor Length I °F IInch . °C°F I . L (mm) I psi (bar) °C Inch (mm) 1/2" (13) 175(12) 135 57 100 38 5.8(83.5) 2.25(57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155- 8-C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) 12 x 12(3,6 x 3,6) 12(3,6) 16(61) 7.6 (0,53) Smooth Ceilings ½ to 1(13 to 25.4) using CCP. 112 to 1(13 to 25.4) using PP escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6 (0,53) 16x 16(4,9x4,9) 16(4,9) 16(61) 7.6(0,53) Beamed Ceilings per NFPA 13D, 13R or l3 installed in beams ½to 1(13 to 25.4) using OCR 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 19(72) 10.8(0,75) ½ to 1(13 to 25.4) using FP escutcheon. 20 x 20(6,1 x 6,1) 20(6,1) 22(83,3) 14.4 (1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, 1/2" (13mm) adjustment Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Nominal I Max. CCP Assembly Max. K I Sprinkler r Thread Size I Orifice I Pressure I Temp. Rating Ambient Temp. Factor Length I I I OF I °C Inch (mm) I psi (bar) I Inch (mm) I 3/4" NPT 17/32 (13.5) 175 (12) 135 57 100 38 7.6(109) 2.25 (57) (R3/4) 150 I 66 Max. Coverage Ordinary Temp. Rating . Minimum area Max. Spacing (155- 80C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 21(79,5) 7.6 (0,53) Smooth Ceilings ½ to 1(13 to 25,4) using COP. 1/2 to 1(13 to 25.4) using FP escutcheon. 14 x 14(4,3 X 4,3) 14(4,3) 21. (79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1(13 to 25.4) using CCP. 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) Y2 to 1(13 to 25.4) using FP escutcheon. 10.8 (0,74) 20 x 20(6,1 x 6,1) 20(6,1) 25 (94,6) For Ceiling types refer to NFPA 13, 13R or 130 Model Fl Res 44 & 58 HSW FACE OF FlrnNC To - MIN, WALL DIMENSION 7- Fl RES 58 & 44 HSW/F2 /8 2 27/32" 0/A. - 7 [31.8mm] I [3 2mm] CEILING TO I _ [72.2mm] 7/2" [13mm] ADJUSTMENT Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) 135FG06-D MI I 15/16 0/A. ) [49.2m L... 2 7/4" HOLE 0/A, (57. 1" X 1 2mm] /2" REDUCER TURN TIGHT WREN COLLAR UNTIL -' AGAINST SPRINKLER CH BOSS. DEFLECTOR DIMENSION Thread Ambient K Nominal Max. Sprinkler Sprinkler Max. Size __________ _________ Orifice Pressure Temp. Rating T Factor Length Inch (mm) psi (bar) Inch (mm) OF °C OFI emp. OC ½" NFl 155 68 100 38 3/s" (10) 175 (12) 175 I 79 150 66 44(63) 2.45 (62) (8½) Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 1/2 (13) /16 - 11/16 (47-17.4) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing (155°F/68°C) (175°F179°C) Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft (m) I GPM (L/min) PSI (bar) GPM (Llmin) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3.6) 12 (45,4) 7.5 (0,52) 12(45,4) 7.5 (0,52) 10.2 (0,71) 13.3 (0,92) 4 to 6(100 to 152): 1/2 (13) recessed 14 x 14 (4,3 x 4,3) 14(4,3) 14(53,0) 10.2 (0,71) 14(53,0) 16 x 16(4,9 x 4,9) 16(4,9) 16(60,6) 13.3(0,92) 16(60,6) 16 x 18(4,9 x 5,5) 16(4,9) 18(68,1) 16.8(1,16) 18(68,1) 16.8 (1,16) using F2 escutcheon 18.7 (1,29) 27.4(l.89) 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72,0) 18.7 (1,29) 19(72,0) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1) 12 x 12(3,6 x 3,6) 12(3,6) ' 14(53,0) 10.2 (0,71) 14(53,0) 10.2 (0,71) 13,3 (0,92) 14 x 14 (4,3 x 4,3) 14(4,3) 16(60,6) 13.3 (0,92) 16 (60,6) 6t0 12 (152 to 305): 16 x 16(4,9 x 4,9) 16(4,9) 17(64,4) 15.0 (1,04) 17(64,4) 15.0 (1,04) ½ (13) recessed using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20.7 (1,43) 27.4 (1,89) 6 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4 (1,89) 23(87,1) For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: Fl Res 58 HSW & HSW/F2 (SIN R3533) Escutcheon, F2, Data: Nominal Max. Sprinkler Face of Fitting Max. Sprinkler Adjustment Thread Orifice Ambient K Length Type to wall Pressure Temp. Rating Inch (mm) Size Inch ___________ Temp. Factor Inch psi (bar) Inch (mm) (mm) OF I °C OF °C (mm) /16 - 11/16 1/2" NPT 155 68 100 38 F2 1 /2(13) 1/2.' () () (83.5) 2.45 (62) (4.7- 17.4) 13 17512 (R1/2) 175 79 150 66 .5.8 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing (11 55-17/68-C) (1750F179°C) if Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft (m) GPM (Llmin) PSI (bar) GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 16(60,6) 7.6 (0,53) 16(60,6) 7.6(0,53) 9.7 (0,69) 4 to 6(100 to 152): 14 x 14(4,3 x 4,3) 14(4,3) 18(68,2) 9.7 (0,69) 18(68,2) 16 x 16(4,9 x 4,9) 16(4,9) 21(79,5) 13.2 (0,91) 21(79,5) 13.2 (0,91) 1 ½ (13) recessed using F2 escutcheon 16x 18(4,9x5,5) 16(4,9) 25 (94,7) . 18.6 (1,28) 25 (94,7) 18.6 (1,28) 25.0 (1,73) 8(2,4) 16 x 20(4,9 x 6,1) 16(4,9) 29(109,8) 25.0 (1,73) 29(109,8) 12 x 12(3,6 x 3,6) 12(3,6) 22(83,3) 14.4(1,0) 22(83,3) 14.4(1,0) 14.4 (1,0) 6 to 12 (152 to 305): 14 x 14(4,3 x 4,3) 14(4,3) 22 (83,3) 14.4 (1,0) 22 (83,3) 1/2 (13) recessed 16 x 16(4,9 x 4,9) 16(4,9) 26(98,4) 20.1 (1,39) 26(98,4) 20.1 (1,39) using F2 escutcheon 28.6 (1,97) 16 x 18(4,9 x 5,5) 16(4,9) 31(117,4) 28.6 (1,97) 31(117,4) For Ceiling types refer to NFPA 13, 13R or 130 7. Model Fl Res 44 SWC* * Not listed for corrosion resistance. Thrhri,sI 1:1 One il& W( 1IPJ rt 4" to 72" f701.60000To 304.80-1 7/4" [37.75,o,'o] Moo,mo,,, F000 Of fitti*g PUSH ON COVER, THEN 70 Wall Ooons,0 TURN TO ADJUST UNFIt 7707-IT AGAINST WALL. 7" X 7/2" Rodoc,' d R W.11 Ho 2 5116" 2 518" f8JH TIGHT AGAINST SPRINKLER 7 27/32' WRENCH BOSS. UIFCOO Adfo01meo7 Fl RES 44 SWC Fig. 6 Nominal Max. Cover Max. Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch (mm) psi (bar) Rating Temp. Factor Inch (mm) OF I o OFI OC ½"NPT /8" (10) 175(12) 135 57 100 38 4.4(63) 2.45 (62) (R½) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F/68°C) lop of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (1/mm) Pressure PSI (bar) 12 x 12(3,6 x 3,6) 12(3.6) 13 (49,2) 8,7(0,60) 4t06(100to 152), ½(13) recessed using F2 escutcheon 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 14(53,0) 10,2 (0,71) 16 X 16(4,9 x 4,9) 16(4,9) 17(64,3) 15,0(1,1) 16 x 18(4,9 x 5,5) 16(4,9) 19(71,8) 18.7 (1,13) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4 (1,89) 12 x 12(3,6 x 3,6) 12(3,6) 14(52,9) 10.2 (0,71) - 6 to 12 (152 to 305); ½ (13) recessed using F2 escutcheon 14 x 14(4,3 x 4,3) 14(4,3) 15(56,7) 11.7(0,81) 16 x 16(4,9 x 4,9) 16(4,9) 18(68,1) 16.8 (1,16) 16 x 18(4,9 x 5,5) 16(4,9) 20(75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 130 / --I Model KRes58 HSWX (Link) Technical Data: Fl Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Sprinkler Orifice Size _____________ Pressure Temp. Rating Temp. __________ Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) OF bc OFIOC Bulb 1/2"NFT 1/20 (13) 175 (12) 155 68 100 38 5.8(83.5) 2.45 (62) RA3533 (R 112) 175 79 150 I 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing (1550F/68°C) (1750F1790C) Ceiling Spacing Flow. Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (11mm) PSI (bar) GPM (Llmin) PSI (bar) 18 x 20 (5,5 x 6, 1) 18(5,5) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 4t06(100to 152); 20 x 20 (6,1 x 6, 1) 20(61) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22 (4,9 x 6,7) 16(4,9) 33 (125) 32.4 (223) 33 (125) 32.4 (2,23) 1/2 (13) recessed using F2 escutcheon 16 x 24(4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) . 8(2,4) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 42(160) 52.4 (3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35(133) 36.4 (2,5) 35(133) 36.4 (2,5) 6 to 12 (152 to 305); ½ (13) recessed 16 x 22(4,9 x 6,7) 16(4.9) 38(144) 42.9 (2,96) 38(144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 42(160) 52.4 (3,6) using F2 escutcheon 14 x 26(4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) 46(174) 62.9(4,34) For Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 58 HSWX (Bulb) FACE OF FITTING TO WALL DIMENSION 2 7/4" HOLE 0/A. [57.2mm] 1" X 7/2' REDUCER I 17/16" LI/N. [31.8mm] CEILING TO [3.2mm] DEFLECTOR DIMENSION "I I 15/76" OIA.jo [49.2mm] , ", 2 27/32" 0/A. ri [72.2mm] I 7/2" [73mm] ADJUSTMENT Fl RES 58 HSWX Fig. 7 TURN COLLAR UNTIL - TIGHT AGAINST SPRINKLER WRENCH BOSS. I35FGO8 Technical Data: KRes58 HSWX (RA3593) Nominal Max. Max. Sprinkler Sprinkler Thread Orifice Pressure Ambient K Length Identification Size Inch (mm) psi (bar) Temp. Factor Inch (mm) Number (SIN) °FI°C Link 1/2" NPT 1/2" (13) 175(12) 100 38 5.8 (83.5) 1 2.45 (62) RA3593 (R1/2) Max. Coverage area Ft x Ft (rn x m) Max. Spacing Ft (rn) Ordinary Temp. Rating (165- VC) Top of Deflector to Ceiling Inch (mm) Spacing Minimum Ft (m) Flow (L/mi n) Pressure PSI (bar) 18 x 20 (5,5 x 6, 1) 18(5,5) 29(109) 25(1,72) 4t06(100to 152); ½ (13) recessed using F2 escutcheon 8(2.4) 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26,8(1,85) 16 x 22(4,9 x 7,3) 16(4,9) 33(125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4,9) 38(144) 42.9 (2,96) 14 x 26(4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5.5) 35(133) 36.4 (2,5) 6t0 12(152t0305); 1/2 (13) Recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4,9) 38(144) 42.9(2,96) 16 x 24(4,9 x 7,3) 16(4,9) 42(160) 52.4(3,6) 14 x 26(4,3 x 7,9) 14(4,3) 46(174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76 and Fl Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-F)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector- to-ceiling distance listing shall be 1" to 8" maximum, only for FiRes 49. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome- plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN R351 1, R3516 & R3513 (Bulletin 135). Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 30, 49 & 58 Recessed Pendent/ F2, Model Fl Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-F)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector-to-ceiling distance listing shall be l"to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded *DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½' adjustment (Model FP)]. Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable [Model Fl Res 30, 49 & 58 Recessed Pendent/Fl] [Model Fl Res 30, 49 & 58 Recessed Pendent/F2] [Model Fl Res 30,49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 30, 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-F)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal as- sembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a 1/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 44, Fl Res 58 Horizontal Sidewall, Fl Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel- *DuPont Registered Trademark leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (74°C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The Fl Res 58 HSW is also available with low lead frame. Fl Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and Fl Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, Fl Res 58, Fl Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal side- wall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm!ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines, and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). 11. Model Fl Res 76 Recessed Pendent/Fi, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 7,6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Spe- cial finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjust- ment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent! Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a 1/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) Standard Finishes Sprinkler FP F2, F1, . Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright chrome Plated chrome White and Black White Painted Polyester (2) Coated Special Application Finishes Sprinkler Fl, F2, FP Escutcheons Electroless Nickel PTFE(Teflon®)°> Electroless Nickel PTFE (Teflon®) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull 1) Other finishes and colors are available on special order. Consult factory for details. (2) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish *DuPont Registered Trademark The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled Va ® (800)431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address cc. Printed in U.S.A. 06/15 P/N 9999970235 VA"T-k ri ...... L Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1/F2 f , Recessed Recessed Horizontal Sidewall Pendent Pendent/EP tf XLH Upright XLH Pendent Bulletin 014 Rev. N Model Fl FR Series Quick Response Glass Bulb Sprinklers Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendant Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendant Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL NSF Certified Low Lead Sprinkler Types Standard Soray Pendent with less than 0.25% Lead Conl a or Listing & Approvals The follvnq organizations provide Listings or Approvals for various". Model I'll FR series sprinklers. See the Design and lnsprliotron table in this Bulletin for information on specific lrsrrrrgs and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus). FM Anoravals (FM) S. L:rsn cvsntion Certification Board (LPCB) VdS SciraderiverhUtung GmbH (VdS) NSF Cerlilied to NSF/ANSi Standard 61 Annex G (NSF) EC. Certificate: 0786-CPD-40239 (RA1414), 0786- CPU. 10251 (RA1425), 0786-CPD-40252 (RA1475) (EC UL Listing Category Sprinklcr., '5 rl.ornatrc & Open (VNlV) Quid': rd.r;p nse Sprinkler Reliabk Automatic Sprinkler Co., Inc., 103 Pendent F1/F2 Product Description Reliable Model F1 FR series sprinklers - are quick-response automatic sprin- klers with a glass bulb thermal element. Model Fl FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model Fl FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These. sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Fairview Park Drive, Elmsford, New York 10523 Model Fl FR56 Sprinkler Types Starrdorcl Spray Upright Standard Spray Pendent Conventrorial Upright/Pendant Vertical Sidewall lorizontal Sidewall Model F1FR56 Recessed Sprinkler Types Standar. Spray Pendent Horizorcal Sidewall At. normal toi npuralures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, krcina thu bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push oul against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the dischara.inci water. Model F 1 F Series sprinklers provide a wide range of op- tions where quick response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal side- wall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Decictn and Installation Information table in this Bulletin for inlorrnation on the approvals and availability of specific Model FI FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2. or FP recessed escutcheons. See the Re- cessed Esc;uicbeon Data table in this Bulletin for listing arid approval iTIormnllor with each specific Model F1FR series sprinkler. Mm;leri Ft and F2 recessed escutcheons, shown in Fig. 1 arid 3, arrr a friction fit assembly allowing for 3/4-inch (19mrrr) and 1/2-inch (12,7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide' a 1/2-inch (11'.7rrn'1) threaded adjustment. Model F1FRSC Concealed Pendant and Model F1FR56LL Concealed PerCent sprinklers are required to be used with Model CCP cover plates. A standard profile Model COP cov- er plate is 'vwdble that provides up to 1/2-inch (12.7mm) of cover plate oouc.rrnent. In addition, a low profile Model COP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and l-isted and Approved Temperature Ratings tables n ibis Bulletin for further information on ap- proved cover elate options. Application Model Fb'R Series sprinklers are intended for use in accordance w:rhi NFPA 13, FM Property Loss Prevention Data Sheers, and the requirements of the Authority Hav- ing Jurisdict.cn. Care mni..ist be exercised that the k-factor, temperature ratnq, dellectom style, and sprinkler type are in accordance with the requirements of the applicable design one i stailotion standards. In addition, Model F1FR Series sprinklers roust be used in accordance with their listinar; and approvals, as well as the information provided in i. [ii' Ruiletin, Installation Glass bulb ccci :kierc have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and instaiioton. Reliable sprinkler installation wrench- es are designed ic: install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system iS elaced in service for fire protection. Removal of the bulb prCector before this time may leave the bulb vul- nerable to damrece Remove bulb protectors by undoing the clasp by hand .0 not use tools to remove bulb protectors. 2. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin, Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model F1FR Series. Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are perm[tted to be used with each Model Fl FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendant sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1FR56 Concealed Pendent and Model F1FR561-L Concealed Pendent sprinklers have a factory-installed Model COP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model COP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model COP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RO1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler Do not wrench any other part of the sprinkler/cup assembly Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model COP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model COP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN R/\1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Listings 0 ca Model Orifice Deflector! . Sprinkler Installation SIN and Approval Diameter Orientation Height Wrench Notes Metric - ,;___US Approvals inches mm inchesi mm. Pendent 2.25 57 D RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 FIFR28 2.8 40 3/8 10 Upright 2.25 57 D RA1421 cULus 1,2 F1FR40 4,0 57 3/8 10 Pendent 2.25 57 0 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 F'1FR42 4.2 60 7 /1 6 10 Upright 2.25 57 D RA1423 cULus 1,2 F1FR42LL 1 1.2 60 7/16 10 Pendent 2.25 57 D RA1410 cULus, NSF Recessed Pendent 2.25 57 GFR2 RA1410 cULus, NSF F1FRXLH Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus .2 (F1FR42 1 4.2 with Pintie) 60 7/16 10 Upright 2.25 57 D RA1423 cULus 1,2 Pendent 2.25 57 D RA1414 cULus, FM, 1,2,3,4 LPCB,VdS,EC Recessed Pendent 2.25 57 (3FR2 RA1414 cULus, FM, LPCB,VdS,EC 1,2,3,4 F1FR56 15.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 ' D RA1425 cULUs, FM, LPCB,VdS,EC 1,2,3,4 "Conventional 2.25 57 (Pendent or Upright),, D RA1475 LPCB,VdS,EC 4 Pendent 2.25 57 D RA1415 cULus, NSF . 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF F1F13561-L 5.6 80 1/2 15 Concealed Pendant 2.25 57 RC1 RA1414 cULus, NSF 6 Horizontal Sidewall 2.63 67 0 --RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus, FM 8 56 801/2 T Sidewall F1FRS6 15 Vertical Sidewall 2.25 57 D RA1485 cULus, FM, 1,2,3,9 (Pendent or Upright) LPCB cl.iLus Lnr'r; Corrosion Resistant sprinkler when ordered with available Polyester coating. 2 cULus :r'.....Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. AvailabL-' •.'....n PA approved Polyester coating in black or white. "i Available ,.f;i ...PCB and VdS approved Polyester coating. - V6S and OCa ppiovals of the F18R56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers muc an Norhuib brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F, 2-PP Concealed Pendent and Model F1FR561_1 Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, availab'c cfhrrr standard depth with 1/2-inch (127mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus L.iC' of the FlFR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the F1FR56 Hori- sonic! f4rM'va!i sprinklei is for Light Hazard occupancies only. cULus L:a..p .rind FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The FiFFP6 'certcaI Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing diStaflflc shail be inches to 12 inches (102mm to 305mm). LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the Penden' pnn.i;ion only 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector! 100°F(38°C) Max. Ambient 150°F (65°C) Max. Ambient 225°F(107°C)Max. Model Orientation 135°F Temp. Temp. Ambient Temp. (57°C) 155°F (68°C) 175°F (79°C) 286°F (141°C) Temp. Temp atinqTp.Ratin Temj mg Temp. Rating Rating .•••--r~nq ulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendant . . cULus F1FR28 Unoessed Pendant cULus -- ____ cULus F1FR40 Penderit VdS °dHendent ....---.--------------- VdS I_-- Pendant cULus Fl FR42 ctF°ndent cULus I_-- __________ upright cULus F1FR42LL __ft -- - RecoosedPendant -- _cULus,NSF _cULus,NSF _- _.-- Pendant cULus F1FRXLH Recessed Pendent cULus I_- - Upright cULus Pendant cULus, FM, LPCB, VdS. EC endent cULus, FM, LPCB, VdS, SC F1FA56 cULus rCULUS,VdS,ECF_cULus _-- Upright cULus. FM, LPCB, VdS, EC Conventional (PendantorUpright)" LPCB VdS EC Pendant -- cULus, NSF -- F1FFt56LL p(-,Cd Pendent cULus, NSF Conceaed Pendent*cULus, NSF _-- ±RLdUritalSidewall cULus,FM F1FR56 l.'cocsed Horizontal .nicewall cULus, FM -- Fl F1R56 V '] 5UnwVVl! (Pen- cULus, FM, LPCB Upright) Model F1L-kp; Concealed Pendent and F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover p'oreo For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listedand ApprovedRecessed Escutcheons Model Fl Model F2 Model FP Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) .. . _,...___________ adjustment adjustment adjustment Fl FFt28 Recessed _Pendent cULus cULus cULus RA1411 FIFR40 .±tecessed_Pendent VdS VdS VdS RA1418 FIFR42 Rec;essedPendent cULus cULus cULus RA1413 F1FR42LL Rec;esd Pendent cULus, NSF cULus,NSF cULus, NSF RA1410 Fl FR42XLH Recessed Pendent cULus cULus cULus RA1413 - F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM LPCB, cULus, VdS, EC RA1414 , EC VdS, EC F1FR56LLl Recessed Pendent cULus,NSF cULus,NSF cULus, NSF RA1415 Recessed HohzontalSidewall -- cULus cULus, FM cULus RA1435 IN I 11 x 1/2" REDUCER A F? ESCUTCHEON AT MAXIMUM RECESS = 7/8 [2212mm] 1A MINIMUM RECESS = 7 -5/8[41.3mm] r F2 ESCUTCHEON AT MAXIMUM RECESS 7 -1/8[28.6mm] It AT MINIMUM RECESS = 1-5/8[41.3mm] LOLL/i1' lIE/IT ,•'1VE'!/PiiiNKLCR AOJUS/" i FACE OF FITTING TO FACE OF CEILING DIMENSION HON AT MAX/MUM RECESS = I [25.4mm] AT MINIMUM RECESS = 3/8[95mm] F2 ESCUTCHEON Al' MAXIMUM RECESS = 3/4[79mm] AT MINIMUM RECESS = 3/8[9.5mm] 2 114° HOLE CIA, [57.2rn] 2 27/32' CIA [72.2rr] Fig. 1 Model F1FR56, F1FR561JL, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon 1" X 1/2" REDUCER 2 10/ 131/ [66./mm] /3 CEILING \ / --t--- 541/3 " FACE OF FITTING ro FACE OF CEILING DIMENSION ' T , AT MAXIMUM RECESS = 1-1/2"[38mm] AT A41NIMUM RECESS 1'[25.4mm] AT MAXIMUM RECESS = 9/1614mmJ AT MINIMUM RECESS 1'[25.4mml 3 i/4" DIA. /82.6mm] Fig. 2 Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model FP escutcheon 5, rcr or F/U/NC To hiT OF CEILING DIMENSION II'S CUTCi-iEON AT MAAiJM RECESS = 1725,4mm] AT MINiHAh RECESS -" 3/8"[9.5mm] ESCUTCHEON "A .':ECL U -= 3/4 7/9mm] Ar M/A.•;..'.M ACCESS 318'[9.5rnm1 2 1/4" HOLE 0/A. [57.2mm] ESCUTCHEON AT AAA/AAFIAA Or-t-r-CC - i J.Q"r-4 0.-.7 . AT MINIMUM RECESS = 2- 1/16 "[52.4mm] E2 ESCUTC/-IEON AT MAXIMUM RECESS = 1-5/8741.3mm] AT MINIMUM RECESS = 2-1/16752.4mm] [3.2mm] I" X !/2" REDUCER I •-r"" n Pill I 2 27/32 DIA. [72.2mm] T (1) 4"-12" [101.6mm -304.8mm] CEILING TO DEFLECTOR TURN COLLAR UNTIL i7CFT AGAINST SPRINKLER F? ESCUTCHEON WRNCI'I BOSS. 3/4719mm] ADJUSTMENT F2 ESCUTCHEON - 1/2"[12.7rnrnj ADJUSTMENT Q,JFGaJE RCESSEDHSWW/ Fl OR F2 ESCUTCHEON r;v APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY Fig.3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model El or F2 escutcheon HE'D/IC/NC CIII LLDOVV 2 518 01A -..T.---..-.. - r - - ,2 16 CIA HOLE IN CEILING --- - IIIVy 1 1/2" MAX, FACE OF FITTING - . . - . - , TO FACE OF CEILING .Y DIMENSION I\/( fl - ill/ MAX. - I ,. / 1/16 LNT iVCY /76 C/A. F / CONCEALED. jJ2" ADJUSTMENT 0I7FCOIA Fig. 4 Model Fl FR56/F1 FR 561-1- Concealed Pendent sprinkler with standard depth 1/2-inch ('12.7mm) adjustment- Model CCP cover plate I" x ?/2" REDUCING TEE OR ELBOW I 2 5/16" 0/A 2 5/8" 0/A. HOLE IN CEILING CUP-----__._ I 1 7/2' MAX. FACE OF FITTING . TO FACE OF CEILING DIMENSION CEILING 5/7 6" MAX. — 3/4" COVER ADJUSTMENT COVER PLATE ' ASSEMSL Y SPRINKLER / CONCEALED, 5/16" ADJUSTMENT Fig. 5- Model F1FR569-1FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0rnm) adjustment - Model CCP cover plate 7. Maintenance The Model SiFR Series sprinklers should be inspected and the spunk Fat system maintained in accordance with NFPA 25. Do not atean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been Painted (other than factory applied) or damaged in any way. A stock of scare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) ..pTiTU lOt Eiectroiess '410 P IFEI" Cright Black Frant '.ttl V'/ltiie Chioi'ne Cu; Other 0r1!5hO5 and colors are available on special order. Consult the factory is. Cus:om color painted sprinklers may not retain their ;lance hsting. Coverpiate custom paint is serni-gioss, uniess ned otherwise. 'C L;suC onlY. 20,',)'F am 'corrosion resistance" applies to SIN Numbers RA1435 (i tSiAF A/a iPF../50.'), nAM25 (upright), RA141 (Pendent) and HA a standard black or white. Corrosion resistance in otner pcac'a colorS a available upon request. FM At; Sn., mo :nish as "F'oiyesier coated" applies to SIN Number fl/ . 135 and A.A1425 in standard black or white. 'LFCB 'ii .::j .....:l Apprc.vod finish applies only to RA 1425, 5A1414, RA 1418 f\rdS;' ant cULus tamest Orrosior' Resistant Material Data Frame: DZR Brass, CM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PIPE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR40][F1 FR421 [Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [U prig ht] [Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Sprinkler Temperature Rating: [135°F (570C)][155°F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile OCR 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F(57°C)for use with Ordinary Temperature sprinklers][ 1650F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model Fl FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Standard Finishes Brass Chrome - Chrome White Plated \AJtmite Painted ..,.,8.ptci,ctLApplication_Finishes __ Escutcheon _çy plate(l) I/Cf I Electroless Nickel FIFE Bright Brass I (g.55!ass Black Plated Bjack_Platinq Black Paint Black Paint Off White Oft White Satin Chrome Chrome Dull 1j[MIL9 liii] 1( J ii1(I. Reliable oUeis a wide selection of sprinkler components. Following are some of the many precisiorrnade Reliable products that guard life and property from fire around the clock. ° Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers ° Intermediate level sprinklers Oper aflonklers Spray nozzles A!arr valves Retardinq chambers Dry pipS valves Accelerators for dry pipe valves Mechancal sprinkler alarms Elecir!cal sprinkler alarm switches Water flow detectors 0 Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets 0 Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections 0 Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The eouiompr;. are: •:riied in this bulletin is to be installed in accordance with the latest published Standards ot the National Fire Protection Association, Factory Mutual Resedc" :ri nora:ion or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Product- man, ,. .d al di6tributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualith ,nd, . a • ap ;n or contractors located throughout the United States, Canada and foreign countries. Mariuloclurer ZZTIJ1 Reliable Automatic Sprinkler Co., Inc. Recycled fl (800) 431-1588 Sales Offices - Paper (800) 848-6051 Sales Fax - - Revision lines indicate updated or new data. (9 14) 029-2042 Corporate Offices wvvw.reliablesprinkler.com Internet Address EG. Printed inU.S.Al2/15 P/N 9999970300