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5198 SHORE DR; ; FPR2020-0009; Permit
(7-ity of PER]CT REPORT Carlsbad * Print Date: 04/23/2025 Job Address: 5198 SHORE DR, CARLSBAD, CA 92008-4346 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2100620300 Track #: Valuation: $698,147.17 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2020-0009 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 01/23/2020 Issued: 02/04/2020 DEV16035 Finaled Close Out: 03/08/2023 Final Inspection: INSPECTOR: Cheung, Nathaniel Salcedo, Felix Project Title: LINCOLN RESIDENCE Description: LINCOLN RESIDENCE -NEW 13D SPRINKLER SYSTEM Applicant: FPContractor: INNOVATIVE FIRE PROTECTION INC INNOVATIVE FIRE PROTECTION INC JOSEPH PLASSM EVER 8779 COTTONWOOD AVE, # 101 8779 COTTONWOOD AVE, # STE 101 SANTEE, CA 92071-4457 SANTEE, CA 92071-4457 (619) 593-8200 (619) 593-8200 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 FIRE Reinspection (per Inspection) $228.00 Total Fees: $599.00 Total Payments To Date: $599.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR LINCOLN RESIDENCE 5198 SHORE DRIVE CARLSBAD, CA 92008 FILE NUMBER: C7566 DATE: JANUARY 23, 2020 -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: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 60 sq. ft. (PANTRY) 20 X 20'-400 sq. ft. 1 sprinkler 21.0 gpm 26.0 gpm 21.0 gpm 8 47.8 psi 7/16 inch INNOVATIVE FIRE PROTECTION,INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. p S i 20.0 -14.7 ) 80.0 G A U G E p 60.0 R E S S U R 40.0 E B SI WATER SUPPLY ANALYSIS Static: 86.00 psi Resid: 80.00 psi Flow: 500.0 gpm 100.0 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(1HD) .SDF JOB TITLE: LINCOLN RESIDENCE 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 86.0 80.0 500.0 86.0 26.0 66.7 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 0.0 SOURCE 66.7 26.0 2 0.0 - - - - 63.6 - - - 2A 0.0 - - - - 60.6 - - - D 0.0 - - - - 60.3 - - - C 0.0 - - - - 54.3 - - - 3A 0.0 - - - - 52.1 - - - 3B 2.0 HOSE STREAM 49.2 5.0 3 4.0 - - - - 47.8 - - - 4 6.0 - - - - 46.7 - - - 4A 6.0 - - - - 42.7 - - - 5 9.0 - - - - 38.9 - - - 5A 9.0 - - - - .38.7 - - - 5B 9.0 - - - - 38.2 - - - 6 9.0 - - - - 38.3 - - - 7 19.0 - - - - 34.2 - - - 8 19.0 - - - - 33.9 - - - 9 19.0 - - - - 33.1 - - - 10 19.0 - - - - 33.9 - - - 11 30.0 - - - - 27.1 - - - 12 28.0 - - - - 21.8 - - - 12A 28.0 - - - - 18.8 - - - 101 30.0 - - - - 17.9 - - - 102 30.0 - - - - 17.9 - - - 103 28.0 K= 4.90 18.4 21.0 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(1HD) .SDF JOB TITLE: LINCOLN RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 63.6 2 0.0 63.6 26.0 2A K1.000 T: 6.0 7.00 0.0 1 0.0 66.7 26.0 0.995 G: 1.0 17.00 0.181 3.1 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 0.0 60.6 26.0 D 3.0 psi, 26.0 gpm 2 0.0 63.6 26.0 Pipe: 3 0.0 0.0 2.00 150 60.3 D 0.0 60.3 26.0 C L1.000 ---- 0.00 0.0 2A 0.0 60.6 26.0 1.025 2.00 0.157 0.3 Pipe: 3A 0.0 Fixed Pressure Loss Device C 0.0 54.3 26.0 3A 6.0 psi, 26.0 gpm D 0.0 60.3 26.0 Pipe: 4 0.0 0.0 100.00 150 52.1 3A 0.0 52.1 26.0 33 E1.610 4E:24.2 24.18 0.0 C 0.0 54.3 26.0 1.610 124.18 0.017 2.2 Pipe: 5 H.S. 5.0 Disch 3.00 150 49.2 33 2.0 49.2 21.0 3 L1.000 E: 3.0 10.00 0.9 3A 0.0 52.1 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 6 0.0 0.0 2.00 150 47.8 3 4.0 47.8 21.0 4 J1.000 E: 5.0 5.00 0.9 33 2.0 49.2 21.0 1.101 7.00 0.074 0.5 Pipe: 7 0.0 0.0 2.00 120 46.7 4 6.0 46.7 21.0 4A A1.000 ---- 0.00 0.9 3 4.0 47.8 21.0 1.049 2.00 0.142 0.3 Pipe: 8 0.0 Fixed Pressure Loss Device 4A 6.0 42.7 21.0 5 4.0 psi, 21.0 gpm 4 6.0 46.7 21.0 Pipe: 9 0.0 9.4 7 18.00 150 38.9 5 9.0 38.9 11.6 5A J1.000 E: 5.0 15.00 1.3 4A 6.0 42.7 21.0 1.101 2T:10.0 33.00 0.074 2.5 Pipe: 10 0.0 4.8 6 4.00 150 38.7 5A 9.0 38.7 6.9 53 J1.000 T: 5.0 5.00 0.0 5 9.0 38.9 11.6 1.101 9.00 0.025 0.2 Pipe: 11 0.0 9.6 9 22.50 150 38.2 5B 9.0 38.2 -2.7 6 J1.000 6E:30.0 30.00 0.0 5A 9.0 38.7 6.9 1.101 52.50 0.009 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(1HD) .SDF JOB TITLE: LINCOLN RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: hA 0.0 9.6 9 40.00 150 38.2 5B 9.0 38.2 -6.9 5A J1.000 2T:10.0 10.00 0.0 6 9.0 38.3 2.7 1.101 50.00 0.002 0.1 Pipe: 12 0.0 2.1 10 52.00 150 38.3 6 9.0 38.3 2.7 5B J1.000 5E:25.0 35.00 0.0 5A 9.0 38.7 4.8 1.101 2T:10.0 87.00 0.005 0.4 Pipe: 13 0.0 0.0 11.00 150 34.2 7 19.0 34.2 9.4 8 J1.000 2E:10.0 15.00 4.3 5 9.0 38.9 9.4 1.101 T: 5.0 26.00 0.017 0.4 Pipe: 14 0.0 0.0 11.00 150 33.9 10 19.0 33.9 2.1 8 J1.000 2E:10.0 10.00 4.3 6 9.0 38.3 2.1 1.101 21.00 0.001 0.0 Pipe: 14A 0.0 21.0 11 31.00 150 33.1 9 19.0 33.1 -11.4 8 J1.000 E: 5.0 15.00 4.3 SB 9.0 38.2 9.6 1.101 2T:10.0 46.00 0.017 0.8 Pipe: 15 0.0 11.4 9 12.50 150 33.9 8 19.0 33.9 -2.1 10 J1.000 T: 5.0 5.00 0.0 7 19.0 34.2 9.4 1.101 17.50 0.017 0.3 Pipe: 16 0.0 21.0 11 18.00 150 33.1 9 19.0 33.1 -9.6 SB J1.000 3E:15.0 15.00 0.0 8 19.0 33.9 11.4 1.101 33.00 0.024 0.8 Pipe: 17 0.0 11.4 9 47.00 150 33.9 8 19.0 33.9 -9.4 7 J1.000 E: 5.0 15.00 0.0 10 19.0 33.9 2.1 1.101 2T:10.0 62.00 0.001 0.1 Pipe: 18 0.0 0.0 11.00 150 27.1 11 30.0 27.1 21.0 12 J1.000 E: 5.0 5.00 4.8 9 19.0 33.1 21.0 1.101 16.00 0.074 1.2 Pipe: 19 0.0 0.0 53.00 150 21.8 12 28.0 21.8 21.0 12A J1.000 5E:25.0 30.00 -0.9 11 30.0 27.1 21.0 1.101 T: 5.0 83.00 0.074 6.2 Pipe: 20 0.0 0.0 30.00 150 18.8 12A 28.0 18.8 21.0 103 J1.000 E: 5.0 10.00 0.0 12 28.0 21.8 21.0 1.101 T: 5.0 40.00 0.074 3.0 Pipe: 21 4.90 21.0 Disch 1.00 150 18.4 103 28.0 18.4 0.0 J1.000 E: 5.0 5.00 0.0 12A 28.0 18.8 21.0 1.101 6.00 0.074 0.4 Pipe: 22 0.0 0.0 22.00 150 18.8 12A 28.0 18.8 0.0 J1.000 2E:10.0 15.00 -0.9 101 30.0 17.9 0.0 1.101 T: 5.0 37.00 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(1HD) .SDF JOB TITLE: LINCOLN RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (cj) Node! Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 23 0.0 0.0 10.00 150 17.9 101 30.0 17.9 0.0 J1.000 2E:10.0 10.00 0.0 102 30.0 17.9 0.0 1.101 20.00 0.000 0.0 NOTES (HASS) Calculations were performed by the EASS 8.8 D computer program in accordance with NFPA13 (2016) 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 0.007 gpm and a maximum imbalance at any node of 0.155 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 HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C 3 G A D N Ell Tee LngE1l ChkVlv Bfyvlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45E11 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(1HD) .SDF JOB TITLE: LINCOLN RESIDENCE 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 NTee F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F K T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 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 Kouplg ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L 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 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR LINCOLN RESIDENCE 5198 SHORE DRIVE CARLSBAD, CA 92008 FILE NUMBER: C7566 DATE: JANUARY 23, 2020 -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: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: RESIDENTIAL/LIGHT .05 gpm/sq. ft. 82 sq. ft. (KITCHEN) 16' X 16'-256 sq. ft. 2 sprinkler 26.6 gpm 31.6 gpm 26.6 gpm 8 51.2 psi 7/16 inch INNOVATIVE FIRE PROTECTION,INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. P R E S S U R E 40.0 FLOW (GPM) p S i 20.0 B 0.0 -14.7 80.0 G A U G E WATER SUPPLY ANALYSIS Static: 86.00 psi Resid: 80.00 psi Flow: 500.0 gpm 100.0 Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(2HD) .SDF JOB TITLE: LINCOLN RESIDENCE 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 86.0 80.0 500.0 86.0 31.6 74.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 0.0 SOURCE 74.6 31.6 2 0.0 - - - - 70.2 - - - 2A 0.0 - - - - 66.2 - - - D 0.0 - - - - 65.8 - - - C 0.0 - - - - 59.8 - - - 3A 0.0 - - - - 56.7 - - - 3B 2.0 HOSE STREAM 52.9 5.0 3 4.0 - - - - 51.2 - - - 4 6.0 - - - - 49.9 - - - 4A 6.0 - - - - 44.4 - - - 5 9.0 - - - - 39.3 - - - 5A 9.0 - - - - 39.0 - - - 5B 9.0 - - - - 38.2 - - - 6 9.0 - - - - 38.3 - - - 7 19.0 - - - - 34.3 - - - 8 19.0 - - - - 33.9 - - - 9 19.0 - - - - 32.6 - - - 10 19.0 - - - - 34.0 - - - 11 30.0 - - - - 26.0 - - - 12 28.0 - - - - 17.4 - - - 12A 28.0 - - - - 12.8 - - - 101 30.0 K= 4.90 7.7 13.6 102 30.0 K= 4.90 7.0 13.0 103 28.0 - - - - 12.8 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE (2HD) .SDF JOE TITLE: LINCOLN RESIDENCE NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 10.00 150 70.2 2 0.0 70.2 31.6 2A K1.000 T: 6.0 7.00 0.0 1 0.0 74.6 31.6 0.995 G: 1.0 17.00 0.259 4.4 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 0.0 66.2 31.6 D 4.0 psi, 31.6 gpm 2 0.0 70.2 31.6 Pipe: 3 0.0 0.0 2.00 150 65.8 D 0.0 65.8 31.6 C L1.000 ---- 0.00 0.0 2A 0.0 66.2 31.6 1.025 2.00 0.224 0.4 Pipe: 3A 0.0 Fixed Pressure Loss Device C 0.0 59.8 31.6 3A 6.0 psi, 31.6 gpm D 0.0 65.8 31.6 Pipe: 4 0.0 0.0 100.00 150 56.7 3A 0.0 56.7 31.6 33 E1.610 4E:24.2 24.18 0.0 C 0.0 59.8 31.6 1.610 124.18 0.025 3.1 Pipe: 5 H.S. 5.0 Disch 3.00 150 52.9 3B 2.0 52.9 26.6 3 L1.000 E: 3.0 10.00 0.9 3A 0.0 56.7 31.6 1.025 T: 7.0 13.00 0.224 2.9 Pipe: 6 0.0 0.0 2.00 150 51.2 3 4.0 51.2 26.6 4 J1.000 E: 5.0 5.00 0.9 3B 2.0 52.9 26.6 1.101 7.00 0.115 0.8 Pipe: 7 0.0 0.0 2.00 120 49.9 4 6.0 49.9 26.6 4A A1.000 ---- 0.00 0.9 3 4.0 51.2 26.6 1.049 2.00 0.220 0.4 Pipe: 8 0.0 Fixed Pressure Loss Device 4A 6.0 44.4 26.6 5 5.5 psi, 26.6 gpm 4 6.0 49.9 26.6 Pipe: 9 0.0 11.8 7 18.00 150 39.3 5 9.0 39.3 14.7 5A J1.000 E: 5.0 15.00 1.3 4A 6.0 44.4 26.6 1.101 2T:10.0 33.00 0.115 3.8 Pipe: 10 0.0 6.0 6 4.00 150 39.0 5A 9.0 39.0 8.7 53 J1.000 T: 5.0 5.00 0.0 5 9.0 39.3 14.7 1.101 9.00 0.039 0.3 Pipe: 11 0.0 12.1 9 22.50 150 38.2 5B 9.0 38.2 -3.4 6 J1.000 6E:30.0 30.00 0.0 5A 9.0 39.0 8.7 1.101 52.50 0.015 0.8 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE (2HD) .SDF JOB TITLE: LINCOLN RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: ilA 0.0 12.1 9 40.00 150 38.2 5B 9.0 38.2 -8.7 5A J1.000 2T:10.0 10.00 0.0 6 9.0 38.3 3.4 1.101 50.00 0.003 0.1 Pipe: 12 0.0 2.6 10 52.00 150 38.3 6 9.0 38.3 3.4 5B J1.000 5E:25.0 35.00 0.0 5A 9.0 39.0 6.0 1.101 2T:10.0 87.00 0.007 0.6 Pipe: 13 0.0 0.0 11.00 150 34.3 7 19.0 34.3 11.8 8 J1.000 2E:10.0 15.00 4.3 5 9.0 39.3 11.8 1.101 T: 5.0 26.00 0.026 0.7 Pipe: 14 0.0 0.0 11.00 150 34.0 10 19.0 34.0 2.6 8 J1.000 2E:10.0 10.00 4.3 6 9.0 38.3 2.6 1.101 21.00 0.002 0.0 Pipe: 14A 0.0 26.6 11 31.00 150 32.6 9 19.0 32.6 -14.5 8 J1.000 E: 5.0 15.00 4.3 5B 9.0 38.2 12.1 1.101 2T:10.0 46.00 0.027 1.2 Pipe: 15 0.0 14.5 9 12.50 150 33.9 8 19.0 33.9 -2.6 10 J1.000 T: 5.0 5.00 0.0 7 19.0 34.3 11.8 1.101 17.50 0.026 0.5 Pipe: 16 0.0 26.6 11 18.00 150 32.6 9 19.0 32.6 -12.1 SB J1.000 3E:15.0 15.00 0.0 8 19.0 33.9 14.5 1.101 33.00 0.037 1.2 Pipe: 17 0.0 14.5 9 47.00 150 33.9 8 19.0 33.9 -11.8 7 J1.000 B: 5.0 15.00 0.0 10 19.0 34.0 2.6 1.101 2T:10.0 62.00 0.002 0.1 Pipe: 18 0.0 0.0 11.00 150 26.0 11 30.0 26.0 26.6 12 J1.000 E: 5.0 5.00 4.8 9 19.0 32.6 26.6 1.101 16.00 0.115 1.8 Pipe: 19 0.0 0.0 53.00 150 17.4 12 28.0 17.4 26.6 12A J1.000 5E:25.0 30.00 -0.9 11 30.0 26.0 26.6 1.101 T: 5.0 83.00 0.115 9.5 Pipe: 20 0.0 0.0 30.00 150 12.8 12A 28.0 12.8 26.6 101 J1.000 B: 5.0 10.00 0.0 12 28.0 17.4 26.6 1.101 T: 5.0 40.00 0.115 4.6 Pipe: 21 0.0 0.0 1.00 150 12.8 12A 28.0 12.8 0.0 J1.000 E: 5.0 5.00 0.0 103 28.0 12.8 0.0 1.101 6.00 0.000 0.0 Pipe: 22 4.90 13.6 Disch 22.00 150 7.7 101 30.0 7.7 13.0 102 J1.000 2E:10.0 15.00 0.9 12A 28.0 12.8 26.6 1.101 T: 5.0 37.00 0.115 4.3 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(2HD) .SDF JOB TITLE: LINCOLN RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 23 4.90 13.0 Disch 10.00 150 7.0 102 30.0 7.0 0.0 J1.000 2E:10.0 10.00 0.0 101 30.0 7.7 13.0 1.101 20.00 0.031 0.6 NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) 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 0.003 gpm and a maximum imbalance at any node of 0.078 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.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 -------------------------------------------------------- F45Ell 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/23/2020 C:\USERS\JOEP\DESKTOP\HASS DATA\LINCOLN RESIDENCE(2HD) .SDF JOB TITLE: LINCOLN RESIDENCE PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEfl ChkVlv BfyVlv -------------------------------------------------------- GatVlv AlmChk DPVlv NTee F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 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 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 13D-23 DISCHARGE AND -IYDRALTEIC: CALCULATIONS Table 10.4.4(a) Pressure Losses in psi in Water Meters Flow (rpm) (L/niin) Meter Size (in.) IS or less (68) 23 (.87) 26 (98) 31 (117) 39 (148) 52 (197) .4(15 oust) 9 (0.67 binS I-I (0.97 ))ar) 1$ (1.2 bar) 26 (1.8 liar) :48 (2.0 bar) /(20 mm) 7(0.48 hart 1.1 (0.76 bir) (4(1.5 bar) 22 (1.5 bar) 75 (2.4 bar) 1(25 mm) 2 (0.11 bar) 5 ((1.21 ba') 1 (0.2) bar) 1(0.28 liar) 9 (0.4 I bar) 10 (0.69 bar) 1(5(40 mm) 1(1)07 bar) 1 (0.07 bat') 2 (0.14 bar) 2 (0.14 bar) 1 (0.28 bar) 7 (0.48 bar) 2 (50 mm) I (0.07 bar) 1 (0.07 bar) 1(0.07 bar) 1(0.07 bar) 2 (0.14 liar) 3 (0.2.1 ba') For SI units. I gpin = 3.785 L/miru I ill. = 25 miii: I psi = 0.07 hat. '.Ahtw&' maximum rated (Inn' ci)'comimtnl.......ailshle meld's, The Svsteni fl,:isv rale shall he estahhshecl its aecoi'riance with Sections 10.1 and 10.2, and it shall be determined that the flow allowed by the water meter meets or exceeds, the system demand and that die mm! rlentarid (Inn' does not exceed the n;rxim urn NOW allowed liv the piping system cnrnpotients. The water pressure in the street: shall be determined. Pipe sizes shall be selected. (4)5 Pressure loss for a water meter, if ant', shall be deter- mined and deducted using' one of' the following: (a) Table 10.4.4(.t) shall be permitted to be used, even where the sprinkler demand flow exceeds the metei''s i'ar.er,l contiilimous HOW. (h) l'lighrr pressure losses specified by the iranniac- inter shall be used in place of those specified in Table I 041(si) (e) Lower pressure losscs shall be penn itted to lie userl svli e re sn o porn ii g rla ta ate proud ed by the it e ted manufactnrem'. (5) Pressure loss lOt' elevation shall be deducted as follows: Building height abnve Street (It) x 0.437 = pt'essui'm.: loss (psi) l)tulrling height above street, (in) x 0.008 = pres- sure loss (l',ar) (6) Pressure losses front the city main to the inside eoiiu'ol valve shall be deducted by mitluplvtitg t,lit': pressure loss associated with the pipe ntat.et'ial bs' the total length(s) Of pipe in feet (meters). (7) Pressure loss for piping within the building shall be deducted hv inm.tlt:iplvi ng the pressure loss associated with the pipe material ha' the total length(s) of pipe in feet (meters) (8) Pressure foss for valves and fittings shall be t:lednctecl as follows: The valves atitl linings from the control valve to the fardiest sprinkler shall be counted. 11le equivalent length ['or each valve and fitting as shown' in Table 10.4.4(1.)). Table 10.4.4(c), Table 10.4.4(n). or Table 10.4.4(e) shall be determined and cite values added to obtain the total equivalent length ['or each pipe size. The equivalent length for each size shall be multi- plied by the pressure loss associated with the pipe material and the values totaled. (9) in multilevel buildings, the steps in 10.4.4(1) througl't 10.1.4(8) shall he repeated to size piping for each floor. 10) If the remaining pressure is less than the operating pres- sure estal.ilisher,l by the testing laboratory for the sprin- kler being used, the sprinkler system shall he redesigned. (TI) If the remaining pressure is higher than reqttirerl, smaller piping shall be permitted to lie used where jusn- her! liv calculations. 12) '['lie remaining piping shall be sized the same as the png up to and inclt.mrling the farthest sprinkler unless smaller pipe sizes ate justified by calculations. 10.4.5 'To silt: piping for systems with an elevated tank, pump, or pump-tank combination, the pressure at the water supply outlet shall be determined and the steps in 10.4.4(3), (4). (7). (8). (9) (10). and (ii) shall be followed. 10.4.6 i-lvdratmlic calculation pi-ocedtmrcs in accordance with NF1'A 13 shall be riser) for grid-type systems. 10.4,7 Hvrlraulit: calculation procedures in accordance with NFPA 17 shall he used for looped-type systems. 10.4.8 l-lvrlrattlic calculation procedures in accordance oath NFFA 13 shall be i.iserl for systems connected to city water mains of less than 41 in. (100 miii) in diameter. 10.4.9 Prescriptive Pipe Sizing Method. Pipe shall he sized bs rleiet'mining the available pressure to offset friction les.s in piping and irlentifying a piping material, diameter. and length tisimig the equation in 10.4.9.1 ann the procedure in 10.4.9.2. Table 10.4.4(b) Equivalent Length in Feet of Fittings and Valves for Schedule 40 Steel Pipe Tee or Cross Tee Or Cross 110=' Globe "'i' Diameter 45 Degree 90 Degree Radius (how turned straight Pattern (in.) Elbow Elbow Elbow Of) degrees) through) Giste Valve Angle Valve Globe Valve Valse Coct Valve Check Valve 1(25111111) I (0.1 Ill) 2(11Gin ) 2(il,GIll; iS (1.8mm) 2)i).(iIll) 0 II (3.7 111) 2$ (8.5 m) It' 4.5::',' '1 T'i1 t432 mm)) I (0.3 111) : tm.sm mm) (0.6 Ill) ii (1.'!" uI S (Olin) 1) II (Si) mum) 38(10,710 8 ti am. 'I ins) 7 i2.t mu 1)5(40 unut 2 (0.(',0) 4 (1,7 mum) 2 (0,; mm) 8 4 O) (ILlS mum) 1 18(5.3w) -II (I:).) 1mu5 27':'.; 2(50mm) 2 (OA u,) 5(1.5 mm) :t (0O9 1111 It) (iii) :; 10.9a0 t (ILium) 21(7.3ill) 57(17,-I 3111 2$ 8.5n'ml 77,110) it I'rmi_Slunits: I in. =2(,utmmii: I 2016 Edition Item Description 1 Manifold Body, Male Thread x Male Thread 2 Inline Check Valve, Spring Loaded 3 Flow Switch with Retard 4 Drain Valve, with optional pressure relief valve 5 Pressure Gauge, 0-300 psi National Fire Products, LLC RE SI - RISERTM The RESI-RISERTM is a pre-assembled, compact, attractive fire sprinkler riser unit for residential sprinkler systems in accordance with NFPA 13, 13R and 13D. The RESl-RISERTM manifold is manufactured as a one- piece casting that is air-tested for leaks. Raised lettering on both sides allows the RESI-RISERTM to be installed to the right or left and easily identifies the flow direction and Test and Drain outlet. Two mounting legs are molded onto the manifold allowing for a secure right or left anchoring. The flow switch has dual SPDT switches and a retard of 0-90 seconds. An optional "all in one" cost saving combination Pressure Relief Valve/Test and Drain Valve is available. The RESI-RISERTM unique design gives the ability to be installed within standard 2 x 4 frame construction. Every size RESI-RISERTM fits within a 2 x 4 wall framed at 16 inches on center. Technical Data Sizes: 1", 1W', 1W', and 2" Style: Thread x Thread Listing: Flow Switch and Pressure Gauge are UL Listed Finish (Riser Body): Cast Brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi Pressure Relief Valve/Test and Drain US Patent # 6,076,545 RESI-RISERTM Size Chart Description 1" 1W' 1W 2" Height* 13" 13" 13" 13" Width** 10-3/4" 11-1/2" 12" 12-1/2" Depth 3-1/2" 3-1/2" 3-1/2" 3-1/2" Drain Size 1/2" 1" 1" 1" Dimensions include all spacing needed to operate drain valve and remove flow switch cover * Without check valve ** With or without pressure relief valve © National Fire Products, LLC (800) 528-7978 'elieving Pressure xceeding 175 psi Locked Closed for Hydrostatic Test 6 IA Pressure Loss in 2" Resi-Riser 0 15 25 35 45 55 65 75 85 95 Flow (gpm) Pressure Loss Tables Pressure Loss in 1" Resi-Riser Pressure Relief/Test and Drain How it Works 12 10 CL 8 0 0 10 15 20 25 30 35 40 Flow (gpm) Pressure Loss in 1-1/4" Resi-Riser 10 - - - - - a " 8-------- 6----------- 0 10 15 20 25 30 35 40 45 50 55 60 Flow (gpm) Pressure Loss in 1-1/2" Resi-Riser 10 " anual Open - Drain CL 8 r Flow Switch Test W 6 (n U, 4 w 2 0 0 10 15 20 25 30 35 4045 50 55 60 65 7075 80 Flow (gpm) © National Fire Products, LLC (800) 528-7978 Pace .• 1 of 8 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent. Model: RC-RES, K-Factor: 4.9, SIN: S58464 LJ -±- GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is 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 for easy installation of the cover plate. Therefore, 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 residential occupancies and is perfect for use in homes, 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 1313, 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/bar112) 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 to escape or evacuate in case of a 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. WARNINGS 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 their 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 contractor or sprinkler manufacturer should be contacted with any related questions. Document No.U085167 Date . Nov/20/2019 TECHNICAL DATA Approvals: cULus Listed NSF/ANSI/CAN 61, NSF/ANSI 372 Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K4.9 GPM/psi112 (70.6 LPM/bar112) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (720C): Uncolored 175°F (790C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (600C): No Mark 162°F (720C): White-Colored Mark Vertical 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. Figures 1 and 1-1 Page . 2 of 8 2-1/ 16" (b52mm) Lot No, ________ [ Year of Manufacture Marking E SIN S58464 ' ®.-.,... in! -K factor: K4.9 " Jl - rT6°' Rating: 162'F172C or 175'F/79'C "UL Mark or 205'F/96'C - -Control No.: 6P37 - ALS Mark: NSF 61/372 RESSPKR - CD Body (Copper Alloy) ) Deflector (Phosphorus Bronze) or 2-5/8sgupre (068mm) l ® Cover Plato Assembly or 3-l/4 (83mm) Heat Collector (Copper) I3) Gasket (PTFE) (68mm) () Fusible Metal (Solder) FIGURE 1. Model RC-RES K=4.9 Marking (Deflector) SIN: SS8464 K-factor: K4.9 Color Co-do Temperature Rating 162'F/72'C or 175F/79'C UL Mark or 205*F/96*C COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at 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 reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) J1L .-:' ... ._.- Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purposes only) Document No.U085167 Date . Nov/20/2019 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 the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted 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, 13D, 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 radially 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, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for 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, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60°C) 1> Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers 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 copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) Document No.U085167 Date . Nov/20/2019 Page . 4 of 8 All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. 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 following: The flow rates given in TABLE A for NFPA 130 and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of O.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Intermediate Intermediate Maximum Maximum Temperature Rang Temperature Rang Temperature Rating Deflector Minimum Coverag e Area Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) to Installation Spacing Flow Pressure Flow Pressure Flow Pressure Ft. x Ft. Ft. Type Ft.Ceiling (m xm) (m) GPM PSI GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) (LPM) (bar) 12x12 12 13 7.0 13 7.0 13 7.0 Smooth (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 1414 14 13 7.0 13 7.0 13 7.0 Inches. (4.343) 3) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16x16 16 13 7.0 13 7.0 per NFPA 13D, 13R Concealed 8 (4.949) (4.9) (49.2) (0.48) - - (49.2) (0.48) or 13 (2.4) Installed in 18x18 18 17 12.0 17 12.0 beam (55x55) (5.5) (64.4) (0.83) - - (64.4) (0.83) 3/8to7/8 inches below 20x20 20 21 18.4 21 18.4 bottom of (6.1x6.1) (6.1) (79.5) (1.27) - - (79.5) (1.27) beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler 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) Document No.U085167 Date . Nov/20/2019 Page 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES 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 the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftlbs (9.5 to 19.0 Nm) 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. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to 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. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing 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 inches (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 Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth 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 a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). 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 has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact 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. Make a Space Here Ave 1/4" (64nrn) _\-.---- Do Not I ) M,n.1,8" (3.2mm) \__________ / Groove on the Sprinkler JUJ Vertical ____ Protective Cap .jooth on the Socket / I Surface ceiling / Mounting L"(60rn0) " Hole Diameter IcoRRECTI FIGURE 3. INSTALLATION Mounting Surface, INCORRECTI Socket NR-+l Ratchet 1 J L..J FIGURE 4. RATCHET & SOCKET Document No.U085167 Date . Nov/20/2019 Page 6 of 8 Hook up z::ij Cap Remover Rd LI Pull down Step 1 step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL 4 - C"', Plot" Assembly I8t68mm or 3-t/4 Cb83mm) or 2-5/8square (088mm) FIGURE 6. INSTALLATION (COVER PLATE ASSEMBL)j INCORREU LCORRECT1 LINCORRCT1 FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Document No. U085167 Date . Nov/20/2019 Page . 7 of 8 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 40°F/40C 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 a 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 parties by this action, and 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/or 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 suitable 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 system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers 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 because 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 Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify 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. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. Document No.U085167 Date . Nov/20/2019 Page 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch ((/)68mm) or 3-1/4 inch (/ 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F o o - - - - - - o o 3-1/4" Round, 140°F o o o o o o o o o o 2-5/8" Square, 140°F o - - - - - - - o o 2-5/8" Round, 162°F o - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - I - I - 0 0 Tools for Installation of Model RC-RES Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) Cap Remover RC Document No.U085167 Date Nov/20/2019 Bulletin 135 May 2019 Relmla-bid L #I Features cULus Listed Residential Sprinklers Available in pendent and horizontal sidewall orientations Decorative finishes available, including recessed escutch- eons and conical concealed cover plates Product Description Model FiRes Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The FiRes Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are intended for installation in accordance with NFPA 13, 13R, and 130. Application The Model Fl Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 130. The Model F1 Res residentiall sprin- klers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 130. For NFPA 13R and NFPA 130 applications, the design flow and pressure shall iot be less than the minimum flow and pressure specified in the Listed Model Fl Res Series Glass Bulb Residential Sprinklers cULus Listed ( Design Criteria tables in this Bulletin. For NFPA 13 applications, the design density shall be a minimum of 0.1 gpm!sf (4.1 mm/ mm), but in no case shall the flow and pressure be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin. Model Fl Res Series sprinklers are listed for use in wet systems only. Residential Sprinkler Summary Sprinkler Sprinkler Identification Orientation K-Factor gpm! psi"2 Thread Size Installation Options Max. Coverage Area Model Number (SIN) (lpm/bar"2) NPTorISO7-1 ftxft(mxm) F1Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16 (4.9 x 4.9) F1Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res30 CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed or 14 x 14(4.3 x 4.3) Recessed F1Res49CCP R3516 Pendent 4.9(71) 1/2 Conical Concealed or 20x20(6.1 x6.1) Recessed F1Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed or 20x20(6.1 x6.1) Recessed F1Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed or 20x20(6.1 x6.1) Recessed F1Res44 HSW R3531 Horizontal Sidewall 4.4(63) 1/2 Recessed 16 x 20(4.9 x 6.1) F1Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) F1 Res 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 14 x 26 (4.3 x 7.9) www.reliablesprinkler.com Technical Specifications Finishes Style: Pendent and Recessed Pendent (See Table N) Threads: 1/2" NPT or 1S07-1 R1/2 Nominal K-Factor: 4.9 (71 metric) Temperature Ratings Max. Working Pressure: 175 psi (12 bar) i55F (68°C) - 175-F (79-C,) Material Specifications Thermal Sensor: 3 m glass-bulb Recessed Escutcheons Sprinkler Frame: Brass Alloy Button: Copper Alloy Fl Recessed F2 Recessed FV Recessed* Sealing Assembly: Nickel Alloy with PTFE : Load Screw: Bronze Alloy Sprinkler Wrenches Deflector: Bronze Alloy Model W2 Model GFR2 (Recessed) * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1Res49 Residential Pendent Sprinkler Components and Installation Dimensions th.iuiw DIA. r Face of fitting 4(49mm)1DIA, DIA. Face of fitting 2-1/4 (57mm) -1/4 157mm) (49mm) DIA.. g ceiling 1-15/16 ) to finished 1-15/6 to finished 5/8(16mm) 1/20 (13mm) 3/8(9mm) ~1- 1/4 (6mm) Ft, OOSVV 2-1/4" T (57). . (72mm.DIA, 2-7/8 1-5/8 - (41mm) +/- 1 3/4 (44mm) +1- 1-1/4 3/8" (6mm) (32mm) 2 7/8 (72mm) DIA Dimensions Fl Recessed Escutcheon Installation F2 & FV Recessed Escutcheon Installation Model F1Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems") Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (I/mm) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 13 (49) 7.0 (0.48) 1 t 4 inches (25 to 100 mm) 14 x 14 (4.3 x 4.3) 13 (49) 7.0 (0.48) 16 x 16(4.9 x 4.9) 13 (49) 7.0 (0.48) 18 x 18(5.5 x 5.5) 17(64) 12.0 (0.83) 20 x 20 (6.1 x 6. 1) 20(76) 16.7(1.15) 12 x 12 (3,7 x 3.7) 15 (57) 9.4 (0.65) 4 to 8 inches (100 to 200 mm) 14 x 14(4.3 x 4.3) 16(61) 10.7 (0.74) 16 x 16(4.9 x 4.9) 17 (64) 12.0 (0.83) 18x 18(5.5x5.5) 19(72) 15.0 (1.03) 20x20(6.1 x6.1) 22(83) 20.2(l.39) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of: (1)the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. For coverage area dimensions less than those listed above, use theiinimum required flow for the next larger max. coverage area listed. Bulletin 135 Page 3 of 15 May 2019 Reliabld www.reliablesprirtkler.com ZURN M odeg 9502KL WILKINS 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 Serie3 Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NoryITM, NSF Listed Springs Stainless steel, 300 series Features Sizes: 3/4", 1", 1 1/2, 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 Options (Suffixes can be combined) O - with full port 01 ball valves (standard) fl L - less ball valves 0 U - with union ball valves fl S - with bronze "V' type strainer TCU - with test cocks "vertical" up O V - with union swivel elbows (3/4" & 1") LI OSY - with OS & Y gate valves 0 FDC - with fire hydrant connection (2" only) O FT - with integral male 45° flare SAE test fitting O PF - with ZBiteTM 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. Accessories O Repair kit (rubber only) E] Thermal expansion tank (Model XT) Ej 01-SET Quick Test Fitting Set Dimensions & Weights (do not include pkg.) DIME NSIONS_(a )proximate) WEIGHT MODEL A UNION LESS WITH SIZE A BALL B LESS BALL C D E F G BALL BALL VALVES VALVES VALVES VALVES in. I mm in. mm in. Imm in. Imm in. I mm in. I mm in. I mm in. I mm in. mm lbs jkg lbs. I kg 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 25 121/4 311 137/8 353 7 178 11/2 38 3 76 31/2 89 3 76 173/4 451 8 3.6 12 5.4 11/4* 32 15 1/2 419 18 1/2 470 109/16 268 2 51 3 1/2 89 4 1/2 114 4 1/2 114 211/2 546 16 7.3 22 10 11/2 40 17 1/8 435 191/8 486 109/16 268 2 51 31/2 89 41/2 114 41/2 114 223/4 578 16 7.3 22 10 2 50 181/4 460 20 508 109/16 268 2 51 31/2 89 41/2 114 41/2 114 25 1/8 638 16 7.3 28 12.7 *Size 1-1/4" Discontinued Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11-2 Ph. 905-405-8272, Fax 905-405-1292 Rev. D Date: 4/15 Document No. BF-950XL Product No. Model 950XL www.zurn.com I Page 1 of 2 Flow Characteristics Rated Flow (established by approval agencies) MODEL 950XL 3/4", 1", 1 1/4", 11/2" & 2" (STANDARD & METRIC) FLOW RATES (us) 15 3.2 6;3 9.5 12.6 15.8 103 C. :i 1/4 (32 m):7:7:1 1/2__(40mm)_ 69 ______ Cd) ______ _____________ __ _ _ _ _ 10 mm) 0 35 Ir U) U) W C 0 50 100 150 200 250 ° C, FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the 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 5f/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2 5 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 1 95 52 78 1 105 1 167 159 12" MIN 30" MAX DIRECTION OF FLOW INDOOR INSTALLATION Specifications The Double Check Valve Backf!ow Preventer shall be ASSE® Listed 101 5 a p p r o v e d , a n d s u p p l i e d w i t h f u l l p o r t b a l l v a l v e s . The main body and access covers shall be bronze (ASTM B 584), the seat ring s a n d a l l i n t e r n a l p o l y m e r s s h a l l b e N S F ® L i s t e d NorylTM and the seat disc elastomers shall be silicone. The first and second che c k s s h a l l b e a c c e s s i b l e f o r m a i n t e n a n c e w i t h - out removing the device from the line. The Double Check Valve Backflow Pre v e n t e r s h a l l b e a Z U R N W I L K I N S M o d e l 9 5 0 X L . Zurn Industries, LLC l Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fa x 8 0 5 - 2 3 8 - 5 7 6 6 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905- 4 0 5 - 1 2 9 2 www.zurncom Page 2 of 2