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3291 HIGHLAND DR; ; FPR2021-0107; Permit
tr "7c ity of Carlsbad Iji)jeigejjnj Print Date: 10/19/2022 Job Address: 3291 HIGHLAND DR, CARLSBAD, CA 92008-1919 Permit Type: FIRE-Construction Residential Work Class: Parcel 4*: 2050511100 Track 4*: Valuation: $0.00 Lot 4*: Occupancy Group: Project 4*: #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Plan Check 4*: Permit No: FPR2021-0107 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 09/28/2021 Issued: 10/29/2021 Finaled Close Out: 10/19/2022 Final Inspection: INSPECTOR: Salcedo, Felix Project Title: Description: WARD RESIDENCE -NEW 13D SPRINKLER SYSTEM (SFR & ADU) (58 HEADS) Applicant: FPContractor: INNOVATIVE FIRE PROTECTION INC INNOVATIVE FIRE PROTECTION INC IRMA RANG EL 8779 COTTONWOOD AVE. 4* STE 101 8779 COTTONWOOD AVE, 4* STE 101 SANTEE, CA 92071-4457 SANTEE, CA 92071-4457-SAN DIEGO (619) 593-8200 (619) 593-8200 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $137.00 FIRE NFPA 13D Single Family System (Plan Review) $271.00 Total Fees: $408.00 Total Payments To Date: $408.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov k2_02-1 - 01 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR WARD RESIDENCE 3291 HIGHLAND AVENUE CARLSBAD, CA 92009 FILE NUMBER: C7848 DATE: OCTOBER 11, 2021 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 24 sq. ft. (BATH 4) COVERAGE PER SPRINKLER: 20' X 20'-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 39.6 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 # 64621222 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/11/2021U5ER5\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(1HD) .SDF JOB TITLE: WARD RESIDENCE C a) C-) 0 Co Co a) 41 '11, rH 4J Co -I-) a) Cd 0 4J 0 Co -H a)) E-4 0 0 a) 4-4 Co Cu Q) a) 0 H 4J cd Co a) dCo a) 0 04 cd'd o 4J Co ) cd 44 a).Q a) a) _I_) Cd Cd 0 0 -H 0 Co Co Co a) a) 04 0 -H a) a) -H .0(1) Co Cd 0 W4 r- CD C C C C C C C • • . • • • • C C C C C C C C C • (CD r- LU () (N C a4 04 -QCo-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/11/2021USERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(1HD) .SDF JOB TITLE: WARD RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 1 67.5 60.0 500.0 AVAIL. TOTAL REQ'D PRESS. 8 DEMAND PRESS. (PSI) (GPM) (PSI) 67.5 26.0 56.1 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) 1 174.0 SOURCE 56.1 26.0 2 174.0 - - - - 53.0 - - - 2A 174.0 - - - - 49.0 - - - D 174.0 - - - - 48.7 - - - C 174.0 - - - - 42.7 - - - 3A 170.0 - - - - 42.1 - - - 3B 172.0 HOSE STREAM 40.7 5.0 3 174.0 - - - - 39.6 - - - 4 176.0 - - - - 38.5 - - - 4A 176.0 - - - - 33.0 - - - 5 184.0 - - - - 21.5 - - - 6 184.0 - - - - 19.7 - - - 6A 189.0 - - - - 17.3 - - - 6B 184.0 - - - - 19.3 - - - 7 184.0 - - - - 19.0 - - - 8 184.0 - - - - 19.0 - - - 9 184.0 - - - - 18.4 - - - 10 175.0 - - - - 24.9 - - - 11 174.0 - - - - 22.1 - - - 12 174.0 - - - - 22.5 - - - 101 184.0 - - - - 19.0 - - - 102 184.0 - - - - 19.0 - - - 103 175.0 K= 4.90 18.4 21.0 104 187.0 - - - - 18.2 - - - 105 191.0 - - - - 16.4 - - - 900 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/11/2021USERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(1HD) .SDF JOB TITLE: WARD 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 53.0 2 174.0 53.0 26.0 2A K1.000 T: 6.0 7.00 0.0 1 174.0 56.1 26.0 0.995 G: 1.0 17.00 0.182 3.1 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 174.0 49.0 26.0 D 4.0 psi, 26.0 gpm 2 174.0 53.0 26.0 Pipe: 3 0.0 0.0 2.00 150 48.7 D 174.0 48.7 26.0 C L1.000 ---- 0.00 0.0 2A 174.0 49.0 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 174.0 42.7 26.0 3A 6.0 psi, 26.0 gpm D 174.0 48.7 26.0 Pipe: 5 0.0 0.0 110.00 150 42.1 3A 170.0 42.1 26.0 3B E1.610 4E:24.2 24.18 -1.7 C 174.0 42.7 26.0 1.610 134.18 0.017 2.3 Pipe: 6 H.S. 5.0 Disch 3.00 150 40.7 3B 172.0 40.7 21.0 3 L1.250 T: 6.0 7.00 0.9 3A 170.0 42.1 26.0 1.265 G: 1.0 10.00 0.056 0.6 Pipe: 7 0.0 0.0 2.00 150 39.6 3 174.0 39.6 21.0 4 J1.250 E: 6.0 6.00 0.9 3B 172.0 40.7 21.0 1.394 8.00 0.024 0.2 Pipe: 8 0.0 0.0 2.00 120 38.5 4 176.0 38.5 21.0 4A A1.000 ---- 0.00 0.9 3 174.0 39.6 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 176.0 33.0 21.0 5 5.5 psi, 21.0 gpm 4 176.0 38.5 21.0 Pipe: 10 0.0 10.7 10 60.0 48.00 150 21.5 5 184.0 21.5 10.3 6 J1.000 60.00 3.5 4A 176.0 33.0 21.0 1.101 108.00 0.074 8.0 Pipe: 11 0.0 5.7 63 6E:30.0 46.00 150 19.7 6 184.0 19.7 4.6 6A J1.000 T: 5.0 42.00 0.0 5 184.0 21.5 10.3 1.101 7R: 7.0 88.00 0.020 1.8 Pipe: hA 0.0 0.0 11.00 150 24.9 10 175.0 24.9 10.7 11 J1.000 2E:10.0 10.00 -3.9 5 184.0 21.5 10.7 1.101 21.00 0.021 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/11/2021USERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(1HD) .SDF JOB TITLE: WARD 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: 12 0.0 4.6 6B 2E:10.0 32.00 150 17.3 6A 189.0 17.3 0.0 104 J1.000 2T:10.0 21.00 2.2 6 184.0 19.7 4.6 1.101 R: 1.0 53.00 0.004 0.2 Pipe: 13 0.0 0.0 5.00 150 18.2 104 187.0 18.2 0.0 J1.000 E: 5.0 5.00 -0.9 6A 189.0 17.3 0.0 1.101 10.00 0.000 0.0 Pipe: 13A 0.0 0.0 5.00 150 16.4 105 191.0 16.4 0.0 J1.000 E: 5.0 5.00 0.9 6A 189.0 17.3 0.0 1.101 10.00 0.000 0.0 Pipe: 14 0.0 10.3 7 22.00 150 19.3 6B 184.0 19.3 -5.7 6 J1.000 3E:15.0 20.00 -2.2 6A 189.0 17.3 4.6 1.101 T: 5.0 42.00 0.004 0.2 Pipe: 15 0.0 0.0 8.00 150 19.0 7 184.0 19.0 10.3 9 J1.000 T: 5.0 5.00 0.0 6B 184.0 19.3 10.3 1.101 13.00 0.020 0.3 Pipe: 15A 0.0 10.3 7 4E:20.0 36.00 150 19.3 6B 184.0 19.3 -4.6 6A J1.000 T: 5.0 27.00 0.0 6 184.0 19.7 5.7 1.101 2R: 2.0 63.00 0.007 0.4 Pipe: 14A 0.0 0.0 9.00 150 19.0 7 184.0 19.0 0.0 J1.000 T: 5.0 5.00 0.0 8 184.0 19.0 0.0 1.101 14.00 0.000 0.0 Pipe: 14B 0.0 0.0 3.50 150 19.0 8 184.0 19.0 0.0 J1.000 E: 5.0 5.00 0.0 101 184.0 19.0 0.0 1.101 8.50 0.000 0.0 Pipe: 14C 0.0 0.0 3.50 150 19.0 8 184.0 19.0 0.0 J1.000 E: 5.0 5.00 0.0 102 184.0 19.0 0.0 1.101 8.50 0.000 0.0 Pipe: 14D 0.0 0.0 3E:15.0 11.50 150 18.4 9 184.0 18.4 10.3 12 J1.000 T: 5.0 21.00 0.0 7 184.0 19.0 10.3 1.101 R: 1.0 32.50 0.020 0.6 Pipe: 14E 0.0 0.0 12.00 150 22.5 12 174.0 22.5 10.3 11 J1.000 R: 1.0 1.00 -4.3 9 184.0 18.4 10.3 1.101 13.00 0.020 0.3 Pipe: 16 0.0 21.0 103 80.0 74.00 150 22.1 11 174.0 22.1 -10.3 12 J1.000 80.00 -0.4 10 175.0 24.9 10.7 1.101 154.00 0.021 3.3 Pipe: 17 4.90 21.0 Disch 27.00 150 18.4 103 175.0 18.4 0.0 J1.000 3E:15.0 17.00 0.4 11 174.0 22.1 21.0 1.101 2R: 2.0 44.00 0.074 3.3 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/11/2021USERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(1HD) .SDF JOB TITLE: WARD 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: 18 0.0 21.0 103 8.00 150 22.1 11 174.0 22.1 -10.7 10 J1.000 2E:10.0 11.00 0.0 12 174.0 22.5 10.3 1.101 R: 1.0 19.00 0.020 0.4 NOTES (BASS) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2016) under license no. 64621222 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 0.176 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 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A C N Ell 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/11/2021U5ERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(1HD) .SDF JOB TITLE: WARD RESIDENCE PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 0.80 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 Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 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 F45E11 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR WARD RESIDENCE 3291 HIGHLAND AVENUE CARLSBAD, CA 92009 FILE NUMBER: C7848 DATE: OCTOBER 11, 2021 -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. 184 sq. ft. (KITCHEN) 16' X 16'-256 sq. ft. 2 sprinklers 26.0 gpm 31.0 gpm 26.0 gpm 8 36.1 psi 1/2 inch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64621222 HRS SYSTEMS, INC. P R E S S U R E 40.0 30.0 20.0 S I 10.0 B 0.0 -14.7 [I 80.0 70.0 p G A 60.0 U G E 50.0 WATER SUPPLY ANALYSIS Static: 67.50 psi Resid: 60.00 psi Flow: 500.0 gpm 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 3 DATE: 10/11/20215ER5\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDA).SDF JOB TITLE: WARD RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. S DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 67.5 60.0 500.0 67.5 31.0 55.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 174.0 SOURCE 55.1 31.0 2 174.0 - - - - 50.9 - - - 2A 174.0 - - - - 46.9 - - - D 174.0 - - - - 46.4 - - - C 174.0 - - - - 40.4 - - - 3A 170.0 - - - - 38.9 - - - 3B 172.0 HOSE STREAM 37.3 5.0 3 174.0 - - - - 36.1 - - - 4 176.0 - - - - 34.8 - - - 4A 176.0 - - - - 29.3 - - - 5 184.0 - - - - 13.9 - - - 6 184.0 - - - - 10.3 - - - 6A 189.0 - - - - 7.6 - - - 6B 184.0 - - - - 9.4 - - - 7 184.0 - - - - 8.8 - - - 8 184.0 - - - - 7.3 - - - 9 184.0 - - - - 9.5 - - - 10 175.0 - - - - 17.4 - - - 11 174.0 - - - - 14.6 - - - 12 174.0 - - - - 14.1 - - - 101 184.0 K= 4.90 7.0 13.0 102 184.0 K= 4.90 7.0 13.0 103 175.0 - - - - 14.1 - - - 104 187.0 - - - - 8.5 - - - 105 191.0 - - - - 6.7 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDA) .SDF JOB TITLE: WARD 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 50.9 2 174.0 50.9 31.0 2A K1.000 T: 6.0 7.00 0.0 1 174.0 55.1 31.0 0.995 G: 1.0 17.00 0.251 4.3 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 174.0 46.9 31.0 D 4.0 psi, 31.0 gpm 2 174.0 50.9 31.0 Pipe: 3 0.0 0.0 2.00 150 46.4 D 174.0 46.4 31.0 C L1.000 ---- 0.00 0.0 2A 174.0 46.9 31.0 1.025 2.00 0.217 0.4 Pipe: 4 0.0 Fixed Pressure Loss Device C 174.0 40.4 31.0 3A 6.0 psi, 31.0 gpm D 174.0 46.4 31.0 Pipe: 5 0.0 0.0 110.00 150 38.9 3A 170.0 38.9 31.0 3B E1.610 4E:24.2 24.18 -1.7 C 174.0 40.4 31.0 1.610 134.18 0.024 3.2 Pipe: 6 H.S. 5.0 Disch 3.00 150 37.3 3B 172.0 37.3 26.0 3 L1.250 T: 6.0 7.00 0.9 3A 170.0 38.9 31.0 1.265 G: 1.0 10.00 0.078 0.8 Pipe: 7 0.0 0.0 2.00 150 36.1 3 174.0 36.1 26.0 4 J1.250 E: 6.0 6.00 0.9 3B 172.0 37.3 26.0 1.394 8.00 0.035 0.3 Pipe: 8 0.0 0.0 2.00 120 34.8 4 176.0 34.8 26.0 4A A1.000 ---- 0.00 0.9 3 174.0 36.1 26.0 1.049 2.00 0.211 0.4 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 176.0 29.3 26.0 5 5.5 psi, 26.0 gpm 4 176.0 34.8 26.0 Pipe: 10 0.0 10.7 10 60.0 48.00 150 13.9 5 184.0 13.9 15.3 6 J1.000 60.00 3.5 4A 176.0 29.3 26.0 1.101 108.00 0.111 11.9 Pipe: 11 0.0 8.5 6B 6E:30.0 46.00 150 10.3 6 184.0 10.3 6.8 6A J1.000 T: 5.0 42.00 0.0 5 184.0 13.9 15.3 1.101 7R: 7.0 88.00 0.042 3.7 Pipe: hA 0.0 0.0 11.00 150 17.4 10 175.0 17.4 10.7 11 J1.000 2E:10.0 10.00 -3.9 5 184.0 13.9 10.7 1.101 21.00 0.021 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDA) .SDF JOB TITLE: WARD 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: 12 0.0 6.8 63 2E:10.0 32.00 150 7.6 6A 189.0 7.6 0.0 104 J1.000 2T:10.0 21.00 2.2 6 184.0 10.3 6.8 1.101 R: 1.0 53.00 0.009 0.5 Pipe: 13 0.0 0.0 5.00 150 8.5 104 187.0 8.5 0.0 J1.000 3: 5.0 5.00 -0.9 6A 189.0 7.6 0.0 1.101 10.00 0.000 0.0 Pipe: 13A 0.0 0.0 5.00 150 6.7 105 191.0 6.7 0.0 J1.000 E: 5.0 5.00 0.9 6A 189.0 7.6 0.0 1.101 10.00 0.000 0.0 Pipe: 14 0.0 15.3 7 22.00 150 9.4 6B 184.0 9.4 -8.5 6 J1.000 33:15.0 20.00 -2.2 6A 189.0 7.6 6.8 1.101 T: 5.0 42.00 0.009 0.4 Pipe: 15 0.0 26.0 8 8.00 150 8.8 7 184.0 8.8 -10.7 9 J1.000 T: 5.0 5.00 0.0 63 184.0 9.4 15.3 1.101 13.00 0.042 0.5 Pipe: 15A 0.0 15.3 7 4E:20.0 36.00 150 9.4 6B 184.0 9.4 -6.8 6A J1.000 T: 5.0 27.00 0.0 6 184.0 10.3 8.5 1.101 2R: 2.0 63.00 0.014 0.9 Pipe: 14A 0.0 13.0 102 9.00 150 7.3 8 184.0 7.3 13.0 101 J1.000 T: 5.0 5.00 0.0 7 184.0 8.8 26.0 1.101 14.00 0.111 1.5 Pipe: 143 4.90 13.0 Disch 3.50 150 7.0 101 184.0 7.0 0.0 J1.000 E: 5.0 5.00 0.0 8 184.0 7.3 13.0 1.101 8.50 0.031 0.3 Pipe: 14C 4.90 13.0 Disch 3.50 150 7.0 102 184.0 7.0 0.0 J1.000 E: 5.0 5.00 0.0 8 184.0 7.3 13.0 1.101 8.50 0.031 0.3 Pipe: 14D 0.0 26.0 8 33:15.0 11.50 150 8.8 7 184.0 8.8 -15.3 63 J1.000 T: 5.0 21.00 0.0 9 184.0 9.5 10.7 1.101 R: 1.0 32.50 0.021 0.7 Pipe: 14E 0.0 0.0 12.00 150 9.5 9 184.0 9.5 10.7 7 J1.000 R: 1.0 1.00 4.3 12 174.0 14.1 10.7 1.101 13.00 0.021 0.3 Pipe: 16 0.0 0.0 80.0 74.00 150 14.6 11 174.0 14.6 10.7 12 J1.000 80.00 -0.4 10 175.0 17.4 10.7 1.101 154.00 0.021 3.3 Pipe: 17 0.0 0.0 27.00 150 14.6 11 174.0 14.6 0.0 J1.000 3E:15.0 17.00 -0.4 103 175.0 14.1 0.0 1.101 2R: 2.0 44.00 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDA) .SDF JOB TITLE: WARD 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: 18 0.0 0.0 8.00 150 14.1 12 174.0 14.1 10.7 9 J1.000 2E:10.0 11.00 0.0 11 174.0 14.6 10.7 1.101 R: 1.0 19.00 0.021 0.4 NOTES (HASS) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2016) under license no. 64621222 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 0.004 gpm and a maximum imbalance at any node of 0.096 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 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 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 NTee -------------------------------------------------------- F45E11 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDA) .SDF JOB TITLE: WARD RESIDENCE PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 0.80 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) K 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 Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil 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 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR WARD RESIDENCE 3291 HIGHLAND AVENUE CARLSBAD, CA 92009 FILE NUMBER: C7848 DATE: OCTOBER 11, 2021 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 200 sq. ft. (LIVING) COVERAGE PER SPRINKLER: 16' X 16'-256 sq. ft. NUMBER-OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 27.5 gpm TOTAL WATER REQUIRED (including hose) : 32.5 gpm FLOW AND PRESSURE (@ BOR) : 27.5 gpm 8 40.2 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 # 64621222 HRS SYSTEMS, INC. k E 04 o 0 LU 0 (U ci 0 0 o U) -i-i 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/11/20215ER5\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDB) .SDF JOE TITLE: WARD RESIDENCE I 0 0 0 0 0 0 0 • • • • • • 0 0 0 0 0 0 0 0 • C— Q0 LU C-) C') 0 I i)0f)Cfl0(U —0(U-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDB) .SDF JOB TITLE: WARD RESIDENCE 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 67.5 60.0 500.0 67.5 32.5 60.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 174.0 SOURCE 60.0 32.5 2 174.0 - - - - 55.4 - - - 2A 174.0 - - - - 51.4 - - - D 174.0 - - - - 50.9 - - - C 174.0 - - - - 44.9 - - - 3A 170.0 - - - - 43.1 - - - 3B 172.0 HOSE STREAM 41.4 5.0 3 174.0 - - - - 40.2 - - - 4 176.0 - - - - 38.9 - - - 4A 176.0 - - - - 33.4 - - - 5 184.0 - - - - 16.7 - - - 6 184.0 - - - - 12.1 - - - 6A 189.0 - - - - 8.2 - - - 6B 184.0 - - - - 11.9 - - - 7 184.0 - - - - 12.1 - - - 8 184.0 - - - - 12.1 - - - 9 184.0 - - - 12.7 - - - 10 175.0 - - - - 20.2 - - - 11 174.0 - - - - 17.7 - - - 12 174.0 - - - - 17.3 - - - 101 184.0 - - - - 12.1 - - - 102 184.0 - - - - 12.1 - - - 103 175.0 - - - - 17.3 - - - 104 187.0 K= 4.90 8.7 14.5 105 191.0 K= 4.90 7.0 13.0 900 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDB) .SDF JOE TITLE: WARD 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 55.4 2 174.0 55.4 32.5 2A K1.000 T: 6.0 7.00 0.0 1 174.0 60.0 32.5 0.995 G: 1.0 17.00 0.273 4.6 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 174.0 51.4 32.5 D 4.0 psi, 32.4 gpm 2 174.0 55.4 32.4 Pipe: 3 0.0 0.0 2.00 150 50.9 D 174.0 50.9 32.5 C L1.000 ---- 0.00 0.0 2A 174.0 51.4 32.5 1.025 2.00 0.236 0.5 Pipe: 4 0.0 Fixed Pressure Loss Device C 174.0 44.9 32.5 3A 6.0 psi, 32.4 gpm D 174.0 50.9 32.4 Pipe: 5 0.0 0.0 110.00 150 43.1 3A 170.0 43.1 32.5 3B E1.610 4E:24.2 24.18 -1.7 C 174.0 44.9 32.5 1.610 134.18 0.026 3.5 Pipe: 6 H.S. 5.0 Disch 3.00 150 41.4 3E 172.0 41.4 27.5 3 L1.250 T: 6.0 7.00 0.9 3A 170.0 43.1 32.5 1.265 G: 1.0 10.00 0.085 0.8 Pipe: 7 0.0 0.0 2.00 150 40.2 3 174.0 40.2 27.5 A J1.250 E: 6.0 6.00 0.9 3B 172.0 41.4 27.5 1.394 8.00 0.039 0.3 Pipe: 8 0.0 0.0 2.00 120 38.9 4 176.0 38.9 27.5 4A A1.000 ---- 0.00 0.9 3 174.0 40.2 27.5 1.049 2.00 0.234 0.5 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 176.0 33.4 27.5 5 5.5 psi, 27.4 gpm 4 176.0 38.9 27.4 Pipe: 10 0.0 10.1 10 60.0 48.00 150 16.7 5 184.0 16.7 17.4 6 J1.000 60.00 3.5 4A 176.0 33.4 27.5 1.101 108.00 0.122 13.2 Pipe: 11 0.0 4.0 6B 6E:30.0 46.00 150 12.1 6 184.0 12.1 13.4 6A J1.000 T: 5.0 42.00 0.0 5 184.0 16.7 17.4 1.101 7R: 7.0 88.00 0.052 4.6 Pipe: hA 0.0 0.0 11.00 150 20.2 10 175.0 20.2 10.1 11 J1.000 2E:10.0 10.00 -3.9 5 184.0 16.7 10.1 1.101 21.00 0.019 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDB) .SDF JOE TITLE: WARD 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: 12 0.0 13.0 105 2E:10.0 32.00 150 8.2 6A 189.0 8.2 14.5 104 J1.000 2T:10.0 21.00 2.2 6 184.0 12.1 13.4 1.101 R: 1.0 53.00 0.032 1.7 Pipe: 13 4.90 14.5 Disch 5.00 150 8.7 104 187.0 8.7 0.0 J1.000 E: 5.0 5.00 -0.9 6A 189.0 8.2 14.5 1.101 10.00 0.037 0.4 Pipe: 13A 4.90 13.0 Disch 5.00 150 7.0 105 191.0 7.0 0.0 J1.000 E: 5.0 5.00 0.9 6A 189.0 8.2 13.0 1.101 10.00 0.031 0.3 Pipe: 14 0.0 13.0 105 22.00 150 8.2 6A 189.0 8.2 14.5 104 J1.000 3E:15.0 20.00 2.2 6B 184.0 11.9 14.1 1.101 T: 5.0 42.00 0.036 1.5 Pipe: 15 0.0 14.1 6A 8.00 150 11.9 6E 184.0 11.9 -4.0 6 J1.000 T: 5.0 5.00 0.0 7 184.0 12.1 10.1 1.101 13.00 0.019 0.2 Pipe: iSA 0.0 14.1 6A 4E:20.0 36.00 150 11.9 6E 184.0 11.9 -10.1 7 J1.000 T: 5.0 27.00 0.0 6 184.0 12.1 4.0 1.101 2R: 2.0 63.00 0.003 0.2 Pipe: 14A 0.0 0.0 9.00 150 12.1 7 184.0 12.1 0.0 J1.000 T: 5.0 5.00 0.0 8 184.0 12.1 0.0 1.101 14.00 0.000 0.0 Pipe: 14B 0.0 0.0 3.50 150 12.1 8 184.0 12.1 0.0 J1.000 E: 5.0 5.00 0.0 101 184.0 12.1 0.0 1.101 8.50 0.000 0.0 Pipe: 14C 0.0 0.0 3.50 150 12.1 8 184.0 12.1 0.0 J1.000 E: 5.0 5.00 0.0 102 184.0 12.1 0.0 1.101 8.50 0.000 0.0 Pipe: 14D 0.0 0.0 3E:15.0 11.50 150 12.1 7 184.0 12.1 10.1 6B J1.000 T: 5.0 21.00 0.0 9 184.0 12.7 10.1 1.101 R: 1.0 32.50 0.019 0.6 Pipe: 15A 0.0 0.0 12.00 150 12.7 9 184.0 12.7 10.1 7 J1.000 R: 1.0 1.00 4.3 12 174.0 17.3 10.1 1.101 13.00 0.019 0.2 Pipe: 16 0.0 10.1 12 80.0 74.00 150 17.7 11 174.0 17.7 0.0 103 J1.000 80.00 -0.4 10 175.0 20.2 10.1 1.101 154.00 0.019 2.9 Pipe: 17 0.0 0.0 27.00 150 17.3 103 175.0 17.3 0.0 J1.000 3E:15.0 17.00 0.4 11 174.0 17.7 0.0 1.101 2R: 2.0 44.00 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDB) .SDF JOB TITLE: WARD 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 (Fe) Notes Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 18 0.0 0.0 8.00 150 17.3 12 174.0 17.3 10.1 9 J1.000 2E:10.0 11.00 0.0 11 174.0 17.7 10.1 1.101 R: 1.0 19.00 0.019 0.4 NOTES (HASS) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2016) under license no. 64621222 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 0.146 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 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 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 NTee -------------------------------------------------------- F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/11/2021SERS\JOEP\DESKTOP\HASS DATA 2021\WARD RESIDENCE(2HDB) .SDF JOB TITLE: WARD RESIDENCE PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 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 1.394 2.00 6.00 6.00 1.00 1.00 11.00 0.80 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 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli 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 DISCHARGE AND HYDRAULIC CALCULATIONS 13D-23 Table 10.4.4(a) Pressure Losses in psi in Water Meters Meter Size Flow (gpm) (L/tom) (in.) 18 or less (68) 23 (87) 26 (98) 31 (117) 39(148) 52 (197) 5/(15 mm) 9 (0.67 bar) 1,4 (0.97 bar) 18 (1.2 bar) 26 (1.8 bar) 38 (2.6 bar) * /4(20 nun) 7 (0.48 bar) 11(0.76 bar) 14 (1.5 bar) 22 (1.5 bar) 35 (2.4 bar) 1(25 nun) 2 (0.14 bar) 3 (0.21 bar) 3 (0.21 bar) 4 (0.28 bar) 5 (0.41 bar) 10 (0.69 bar) 1V(40 mm) 1 (0.07 bar) 1 (0.07 bar) 2 (0.14 bar) 2 (0.14 bar) 4 (0.28 bar) 7 (0.48 bar) .2 (50 mm) 1(0.07 bar) 1(0.07 bar) 1 (0.07 bat') 1(0.07 bar) 2 (0.14 bar) 3 (0.21 bar) For SI units, 1 gpni = 3.785 L/min: in. = 25 mm; 1 psi = 0.07 bat *Above niazitnurn rated flow, of commonly available meters. The system now rate shall he established in accordance 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 the total demand flow does not exceed the maximum flow allowed by the piping system components. The water pressure in the street shall be determined.' Pipe sizes shall be selected. (4)5 Pressure loss for a water meter, if any, shall be deter- mined and deducted using one of the following: (a) Thhlc 10.4.4(a) shall be permitted to he used, even where the sprinkler demand flow exceeds the meter's rated continuous flow. (h) Higher pressure losses specified by the manufac- turer shall be used in place of those specified in Table 10.4.4(a). (c) Lower pressure losses shall be permitted to he used where supporting data are provided by the meter manufacturer. (5) Pressure loss for elevation shall be deducted as follows: (a) Building height above street (ft) x 0.433 = pressure loss (psi) (b) Building height above street (in) x 0.098 = pres- sure loss (bar) (5)5 Pressure losses from the city main to the inside control valve shall he deducted by multiplying the pressure loss associated with the pipe material by the total length (s) of pipe in feet (meters). Pressure loss for piping within the building shall he deducted by multiplying the pressure loss associated with the pipe material by the total length (s) of pipe in feet (meters). Pressure loss for valves and fittings shall he deducted as follows: The valves and fittings from the control valve to the farthest sprinkler shall he counted. The equivalent length for each valve and fitting as shown in Table 10.4.4(b), Table 10.4.4(c), Table 10.4.4(d), or Table 10.4.4(e) shall be determined and the values added to obtain the total equivalent length for each pipe size. (c) The equivalent length for each size shall be multi- plied by the pressure loss associated with the pipe material and the values totaled. In multilevel buildings, the steps in 10.4.4(1) through 10.4.4(8) shall be repeated to size piping for each floor. If the remaining pressure is less than the operating pres- sure established by the testing laboratory for the sprin- kler being used, the sprinkler system shall be redesigned. If the remaining pressure is higher than required, smaller piping shall be permitted to he used where justi- fied by calculations. The remaining piping shall he sized the same as the piping tip to and including the farthest sprinkler unless smaller pipe sizes arc justified by calculations. 10.4.5 To size 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 (11) shall be followed. 10.4.6 Hydraulic calculation procedures in accordance with NFPA 13 shall he used for grid-type systems. 10.4.7 Hydraulic calculation procedures in accordance with NFPA 1.3 shall be used for looped-type systems. 10.4.8 Hydraulic calculation procedures in accordance with NFPA 13 shall be used for systems connected to city water isains of less than 4 in. (100 rum) in diameter. 10.4.9 Prescriptive Pipe Sizing Method. Pipe shall be sized by determining the available pressure to offset friction loss in piping and identifying a piping material, diameter, and length using the equation in 10.4.9.1 and 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 Long- Tee or Cross (flow Diameter 45 Degree 90 Degree Radius (flow turned straight (in.) Elbow Elbow Elbow 90 degrees) through) Gate Valve Globe "V' Pattern Valve Globe Valve Valve Cock Valve Check Valve 1(25mm) 1(0.3 at) 2 (0.6w) 2(0.6w) 3(1.5t1) 2 (0.6 in) 0 12(3.7w) 28(8.5w) 15(4.6 ni) 4 (1.2 at) 5(1.5w) 1Yd32mm) 1(0.3 in) 3 (0.>> a) 2(0.60) 0(1.8 a)) 2 (0.6nt) 0 15(4.6 in) 31) (10.7w) 136.5 in)51.6 at) 7 (2.1 a) l'/i(4Omnt 2(0.6w) 4(1.2 to) 2 (0.6 in) 8(2.4w) 3(0.9w) ii 18(5.5rn) 43(13.1 Itt) 236.7w 6(1.8w) 9 (2.7 ti) 2(50mm) 2(0.611) 5 (1.5 in) 3(0.9 ni) 10(3jr) 3(0.9 to) 1(0.2w) 24 (7.3w) 57 (17.4 in) 26(8.5 mm 7(2.1w) 11(3.3 TO) For SI units, 1 in. = 25 nun: 1 ft = 0.3 in 2016 Edition XL LEAD FREE NSF/ANSI 61 Options (Suffixes can be combined) - with full port QT ball valves (standard) 0 L - less ball valves, male pipe thread 5 - with Model SXL lead-free bronze "Y" type strainer 0 FT - with integral male 45° flare SAE test fitting Accessories 0 Repair kit O Thermal expansion tank (Model XT) O QT-SET Quick Test Fitting Set O Winterizing Blow out/Flush fitting (RK34-350B0F, RK1-350B0F or RK114-350-375B0F) U©deD Double Check Valve Assembly Application Ideal for use where LeadFree* valves are required. Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the water supply. Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1015 IAPMO® Listed CSA® Certified B64.5 AWWA Compliant C510 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California UL® Classified (less shut-off valves only) C-UL® Classified (less shut-off valves only) Meets the requirements of NSF/ANSI 61* (0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Low Lead Cast Bronze, ASTM B 584 (3/4-1 ") Housing Reinforced Nylon Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buna Nitrile (FDA Approved) Internals Delrin Springs Stainless Steel, 300 series Ball Valves Low Lead Cast Bronze, ASTM B 584 Struts Stainless Steel, 300 Series Handles Stainless Steel, 200 Series Features Sizes: 3/4", 1", 1-1/4", 1-1/2", 2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded 175 PSI 180°F 350 PSI OPTIONAL LEAD-FREE STRAINER ANSI B1.20.1 (MODEL SXL) 2 0 L I F MOM _____________ LDH1 G (3/4" - 1") (1-1/4" - 2") Dimensions & Weights (do not include pkg.) DIMENSIONS (approximate) WEIGHT MODEL 350XL SIZE in. I mm A in. mm B LESS BALL VALVES in. mm C in. mm 0 in. I mm E in. mm F in. I mm G in. imm H in. mm LESS BALL VALVES lbs. I kg WITH BALL VALVES lbs. I kg 3/4 20 11 279 1 65/8 168 17/8 48 33/4 95 3 76 11/4 32 151/8 384 117/16 291 2.3 1.0 4.3 2.0 1 25 121/4 311 7 178 21/16 52 41/8 105 31/4 83 13/4 45 17 431 125/16 313 3.0 1.4 6.0 2.7 1-1/4 32 147/8 378 143/8 367 31/8 80 61/4 159 33/4 95 21/4 57 201/2 521 181/2 470 17.2 7.8 19 8.6 1-1/2 40 151/4 387 143/8 367 31/8 80 61/4 159 33/4 95 21/4 57 22 559 201/4 514 17 7.7 20 9.1 2 50 16 406 143/8 367 31/8 80 1 61/4 159 33/41 95 21/4 57 1 24 609 203/4 527 18 8.2 22 10 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 7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com Rev. K Date: 12/19 Document No. BF-350XL Patent No. 7,434,593, 7,784,483, & 7,905,250 Product No. Model 350XL Flow Characteristics 0 Rated Flow (established by approval agencies) MODEL 350XL 3/4" & 1" (STANDARD & METRIC) FLOW RATES (us) 0.00 1.26 2.52 3.79 15 (I) 10 0 0 20 40 60 FLOW RATES (GPM) MODEL 350XL 1-1/4", 1-1/2" & 2" (STANDARD & METRIC) FLOW RATES (us) - 0.0 3.2 6.3 9.5 12.6 15 U) 10 W D U) 50 100 150 200 FLOW RATES (GPM) 5.05 anUO .5O_ ' 69 34 0 80 EL 15.8 103 o. .5' C') 69 34 (I) U) of W0 250 Q. ____________________________________________ 0 —J 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 other- wise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and mainte- nance. If installed below grade, be certain adequate drainage is provided to prevent the device from being submerged. INDOOR INSTALLATION Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 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 63 95 52 78 105 167 PROTECTIVE OPTIONAL LEAD-FREE STRAINER (MODEL SXL) 7 / ENCLOSURE I 3O MAX. DIRECTION OF FLOW OUTDOOR INSTALLATION Specifications The Double Check Valve Backflow Preventer shall be certified to NSF/ANSI 61, shall be ASSE® Listed 1015, rated to 180°F, and supplied with full port ball valves. The main body shall be low lead Bronze for sizes 3/4" & 1", and Nylon for sizes 1-1/4" to 2". The housing shall be reinforced Nylon and the seat disc elastomers shall be silicone (FDA Approved). The first and second checks shall be accessible for maintenance without removing the device from the line. The Double Check Valve Backflow Preventer shall be a ZUIRN WILKINS Model 350XL. 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 7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-521 wwwzurncom Page 2 of 2 RESI-RISERTM i I NATIONAL II FIRE PRODUCTS Pre-assembled, compact fire sprinkler riser unit for residential sprinkler systems !AI COMPONENTS DESCRIPTION 1 Manifold body, male thread x male thread 2 Inline check valve, spring-loaded 3 Flow switch with retard 14 Drain valve, with optional pressure relief valve S Pressure gauge, 0-300 psi DIMENSIONS DESCRIPTION 1" 1-1/14" 1-1/2" 2" A Height* 13" 13' 13' 13" B Width** 110 12" 12-1/4" 12-3/4" C 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 FEATURES S BENEFITS Manifold is manufactured as a one- piece casting that is air-tested for leaks Raised lettering on both sides allows installation 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 Flow switch has dual SPDT switches and a retard of 0-90 seconds Optional "all-in-one" cost-saving combination pressure relief valve/test and drain valve is available Unique, compact design allows installation within standard frame construction and in tighter spaces TECHNICAL DATA Sizes: 1', 1-1/4", 1-1/2', 2" Style: Thread x thread Riser Body Finish: Cast brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi pressure relief valve/test and drain In accordance with NFPA 13,13R and 13D Flow switch and pressure gauge are UL Listed 02019 National Fire Products 08191342881 RESI-RISERTM I NATIONAL FIRE ii FIRE PRODUCTS HOW IT WORKS: PRESSURE RELIEF/TEST & DRAIN Normal Position: Relieving pressure Manual Open: Locked closed for Static pressure exceeding 175 psi Drain or flow switch test hydrostatic test PRESSURE LOSS 0 10 20 30 40 50 60 70 80 90 100 Flow (gpm) T. 1-1/4" 1-1/2" 2" 02019 National Are Products 08191342881 Page 1 of 8 SENJU SPRINKLER CO., LTD.MAI Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 11J ±L 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 13D; 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/barV2) 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 Page . 2 of 8 TECHNICAL DATA Approvals: UL.., Listed NSF/ANSI/CAN 61, NSF/ANSI 372 Sprinkler Identification Number (SIN): 5S8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K4.9 GPM/psi"' (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 (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): 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 2-l!16' 0,52n,r&' NPIV.a Marking . No. Year of Manufacture 1 Fc . Tcmprature Rating.162'F/72'C '. I or 175 I-nEC II ruL Mark or2O5F/96C rCont,ol No 6P37 PALS Mark NSF 61/372 \ R1-S SPKR (1 Body (Copper Alloy) I 2 Dofleclor (Phosphorus Bronze) 3, Gasket (P TEE) 2-5/8' (68'nm> 4 Fusible Metal (Solder) or 3-1/4- (083mm) (5 Heat Collector (Cooper) 2:5inLiiLrs(C1So1e)__,_ .6, Cover Plate Assembly FIGURE 1. Model RC-RES K=4.9 Marking (Deflector) SIN S58464 / - K-factor: - Cola, Code Temperature Rating or 175'F/79*C Mark or 205*F,96'C o , ~ DO,/ 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) fliT1 - - Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (rhe 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 13D 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 Rating Temperature Rating Temperature Rating Minimum Cover ag e Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) Deflector Installation Spacing Area' Ft. to Type Ft. Flow Pressure Ft. x Ft.Ceiling Flow Pressure(b)Flow Pressure (mxm) (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 1014 14 13 7.0 13 7.0 13 7.0 Inches. (4.3x4.3) (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 (4.9x4.9) (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 (5.5x5.5) (5.5) (64.4) (0.83) - - (64.4) (0.83) 3/81o718 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 ft1bs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinklerjoint. 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. Do Not -, Make a Space Here -.' -. CUIIIJ Groove art the Sprinkler - Ir • I .i EJ Vertical] .L Protectve Cap - ?'hL-1 H--f Tooth on the Socket II .......' / Socket - - Meu,,ti'ncS, v' Ratchet 1 Mounting I 2—.3 8 (, 6Onin) Ceiling H Diameter ICORRECT !cORREGE] FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U085167 Date Nov/20/2019 Page 6 of SpnnkIerHead Hook up ij FENF- =5~5' MEO L I L j I I Cap Remover RC 4iI1 I.. Li c Pull Step I Step P Stop 3 FIGURE 5. PROTECTIVE CAP REMOVAL I - Cover Plate Assembly L:J or 3-1/4" (83rem) or 2-5/8'square (068mm) FIGURE 6. INSTALLATION (COVER PLATE ASSEMBL)2 Document No. U085167 Date Nov/20/2019 E E 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/4°C 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: S58464, 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 (68mm), 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 - - - - - - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - - 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 February 2020 Relmlabld Features cULus Listed Residential Sprinklers Available in pendent and horizontal sidewall orientations Decorative finishes available, including recessed escutcheons and conical concealed cover plates Product Description Model Fl Res 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 F1 Res 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 13D. Application The Model F1 Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The Model F1 Res residential sprinklers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 13D. For NFPA 13R and NFPA 13D applications, the design flow and pressure shall not be less than the minimum flow and pressure specified Residential Sprinkler Summary Model Fl Res Series Glass Bulb Residential Sprinklers cULus Listed in the 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. I Table A Sprinkler Sprinkler Identification Orientation K-Factor gpm/psi Thread Size Installation Options Max. Coverage Area Model Number (SIN) (Ipm/bar112) NPTorISO7-1 ftxft(mxm) FiRes30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16 (4.9 x 4.9) Fl Res49 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 F1Res44HSW 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) F1Res58HSW 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' NPTorlSO7-1R1/2 Temperature Ratings Nominal K-Factor: 4.9 (71 metric) 155°F (68°C) Max. Working Pressure: 175 psi (12 bar) 175°F (79°C) Material Specifications Thermal Recessed Escutcheons Sensor: 3 mm glass-bulb 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 W4 (Recessed) Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model Fl Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4 (57mm) 2-1/4 (57mm) DIA. Face of fitting DIA. Face of fitting 1-15/16 to finished 1-15/16 to finished (49mm) DIA. Ceiling (49mm) DIA. ceiling 5/8)16mm) 1/2 (13mm) +1-3/8(9mm) I +1- 1/4)6mm) 1-1/4 (32mm) Dimensions Fl Recessed Escutcheon Installation F2 & FV Recessed Escutcheon Installation Model FlRes49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems0) 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(l.15) 12 x 12(3.7 x 3.7) 15(57) 9.4 (0.65) 4t0 8 inches (100 to 200 mm) 14x 14(4.3x4.3) 16(61) 10.7 (0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0 (0.83) 18 x 18(5.5 x 5.5) 19(72) 15.0(1.03) 20 x 20(6.1 x 6.1) 22(83) 20.2(1.39) 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 the minimum required flow for the next larger max. coverage area listed. Bulletin 135 Page 3of 15 February 2020 bild reliablesprinkler.com 2-7/8 (72mm) DIA. 1-5/8 (41 mm) 3/8(9mm) ___ 1-3/4 (44mm) 1/4(6mm) 2-7/8' (72mm) DIA.