Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3339 TYLER ST | 3341 TYLER ST | 3343 TYLER ST | 3345 TYLER ST; ; FPR2019-0219; Permit
PERMIT REPORT (r7city of Carlsbad Print Date: 01/05/2021 Job Address: 3339-3345-TYLER ST, CARLSBAD, CA 92008 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2040701000 Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2019-0219 Applied: 11/06/2019 Issued: 01/06/2020 Finaled Close Out: 08/17/2020 Inspector: Final Inspection: Status: Closed - Finaled Multifamily Fire Sprinkler Project Title: Description: TYLER ST RESIDENCES -BLDG 1 -NEW SPRINKLER SYSTEM (183 HEADS) FOR 8 UNIT CONDO PROJECT (NEW CONSTRUCTION, 2 BLDGS, 3 LEVELS) FPContractor: RIOS FIRE PROTECTION-INACTIVE P0 BOX 1546 EL CAJON, CA 92022-0000 (619) 212-0956 FEE AMOUNT FIRE NFPA 13R System 3-16 units (per building) $858.00 Total Fees: $858.00 Total Payments To Date: $858.00 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 19- o2 9 + 0 2E R1(IJI1 fl1IUttI)SJlth September 11, 2019 HYDRAULIC CALCULATIONS FOR TYLER STREET RESIDENCES BUILDING 41 FILE NUMBER: 01-038.SDF -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@BOR): SPRINKLER ORIFICE SIZE: RESIDENTIAL .05 gpm/ 1,293 sq.ft. 2nd FLOOR UNIT 324 sq.fi. 4 SPRINKLERS 76.8 gpm 176.8 gpm 76.8 gpm @ 52.0 psi 7/16" inch NAME OF CONTRACTOR: RIOS FIRE PROTECTION DESIGN! LAYOUT: ROBERTO RIOS AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-1025305 WATER DEPARTMENT: CARLSBAD FIRE DEPARTMENT CONTACT: JENIFER MAEL WATER PRESSURE INFORMATION: 85.0 psi STATIC 60.0 psi RESD CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. P.O. Box 1546, El Cajon, CA 92022/619-212-0956 Lic. C16/1025305 www.riosfireprotection.com SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/11/2019ES\HRS SYSTENS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- FOUR HEAD CALC ' 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) SRC 76.5 54.0 1650.0 76.1 176.8 69.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 176.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 76.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 69.1 76.8 RP 3.0 - - - - 66.4 - - - DA 3.0 - - - - 52.4 U.i -3.0 - - - - 55.0 - - - COP1 -3.0 - - - - 54.9 BOR1 1.0 - - - - 52.0 CPVC 4.0 - - - - 50.6 TORi 9.0 - - - - 47.8 - - - Ml 9.0 - - - - 41.8 - - - 542 9.0 - - - - 39.3 - - - 543 9.0 - - - - 34.4 - - - 544 9.0 - - - - 33.0 - - - 545 19.5 - - - - 35.8 - - - 546 19.5 - - - - 35.3 547 19.5 - - - - 34.0 - - - 548 19.5 - - - - 33.8 - - - M9 19.5 - - - - 29.6 - - - 5410 19.5 - - - - 29.5 - - - Mil 19.5 - - - - 20.4 - - - 5412 19.5 - - - - 19.7 - - - 5413 29.5 - - - - 18.6 5414 29.5 - - - - 19.8 - - - 5415 29.5 - - - - 25.0 5416 29.5 - - - - 28.7 - - - 5417 29.5 - - - - 30.1 - - - Ri 19.5 - - - - 20.0 - - - R2 19.5 - - - - 16.3 - - - R3 19.5 - - - - 14.3 - - - R6 29.5 - - - - 19.8 - - - R1A 19.0 K= 4.90 19.0 21.4 R2A 19.0 K= 4.90 15.5 19.3 R3A 19.0 K= 4.90 13.5 18.0 R4A 19.0 K= 4.90 13.6 18.1 R5A 29.0 - - - - 18.8 - - - R6A 29.0 - - - - 20.0 R7A 29.0 - - - - 20.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- FOUR HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(F'PS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 76.8 4.230 PL 35.00 PP 0.1 SRC -3.0 SRCE 69.1 (N/A) 1.8 150 FTG TG PE -2.6 RP 3.0 0.0 66.4 0.0 0.001 TL 77.29 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 66.4 0.0 14.0 psi, 76.7 gpm DA 3.0 0.0 52.4 0.0 Pipe: 3 76.7 4.230 PL 2.00 PP 0.0 DA 3.0 0.0 52.4 0.0 1.8 150 FTG ---- PE 2.6 U.1 -3.0 0.0 55.0 0.0 0.001 TL 2.00 PV Pipe: 4 76.7 4.220 PL 5.00 PP 0.1 U.1 -3.0 0.0 55.0 0.0 1.8 140 FTG C PE 0.0 COP1 -3.0 0.0 54.9 0.0 0.001 TL 42.00 PV Pipe: 5 76.7 2.157 PL 5.00 PP 1.2 COP1 -3.0 0.0 54.9 0.0 6.7 100 FTG ET PE -1.7 BOR1 1.0 0.0 52.0 0.0 0.066 TL 18.17 PV Pipe: 6 76.7 2.157 PL 3.00 PP 0.1 BOR1 1.0 0.0 52.0 0.0 6.7 120 FTG ---- PP -1.3 CPVC 4.0 0.0 50.6 0.0 0.047 TL 3.00 PV Pipe: 7 76.7 1.598 PL 4.50 PP 0.6 CPVC 4.0 0.0 50.6 0.0 12.3 150 FTG ---- PE -2.2 TORi 9.0 0.0 47.8 0.0 0.133 TL 4.50 PV Pipe: 8 76.7 1.598 PL 20.00 PP 6.0 TORi 9.0 0.0 47.8 0.0 12.3 150 FTG 3E4R PE 0.0 Ml 9.0 0.0 41.8 0.0 0.133 TL 45.00 PV Pipe: 9 60.0 1.394 PL 9.00 PP 2.5 Ml 9.0 0.0 41.8 0.0 12.6 150 FTG T PP 0.0 M2 9.0 0.0 39.3 0.0 0.164 TL 15.00 PV Pipe: 10 48.6 1.394 PL 32.50 PP 5.0 M2 9.0 0.0 39.3 0.0 10.2 150 FTG T6R PP 0.0 M3 9.0 0.0 34.4 0.0 0.111 TL 44.50 PV Pipe: 11 42.8 1.394 PL 9.00 PP 1.3 M3 9.0 0.0 34.4 0.0 9.0 150 FTG T PP 0.0 M4 9.0 0.0 33.0 0.0 0.088 TL 15.00 PV Pipe: 12 16.8 1.101 PL 17.00 PP 1.4 Ml 9.0 0.0 41.8 0.0 5.7 150 FTG 2E2R PP -4.5 M5 19.5 0.0 35.8 0.0 0.049 TL 29.00 PV Pipe: 13 11.4 1.101 PL 17.00 PP 0.8 M2 9.0 0.0 39.3 0.0 3.8 150 FTG 3E2R PE -4.5 M7 19.5 0.0 34.0 0.0 0.024 TL 34.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/11/2019ES\HRS SYSTHMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 41- FOUR HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 5.8 1.101 PL 17.00 PP 0.2 M3 9.0 0.0 34.4 0.0 2.0 150 FTG 3H2R PH -4.5 M9 19.5 0.0 29.6 0.0 0.007 TL 34.00 PV Pipe: 15 42.8 1.101 PL 17.00 PF 8.1 M4 9.0 0.0 33.0 0.0 14.4 150 FTG 2E2R PH -4.5 Nil 19.5 0.0 20.4 0.0 0.278 TL 29.00 PV Pipe: 16 16.8 1.101 PL 5.00 PP 0.5 M5 19.5 0.0 35.8 0.0 5.7 150 FTG T PH 0.0 M6 19.5 0.0 35.3 0.0 0.049 TL 10.00 PV Pipe: 17 11.4 1.101 PL 3.50 PP 0.2 M7 19.5 0.0 34.0 0.0 3.8 150 FTG T PH 0.0 M8 19.5 0.0 33.8 0.0 0.024 TL 8.50 PV Pipe: 18 5.8 1.101 PL 3.50 PF 0.1 M9 19.5 0.0 29.6 0.0 2.0 150 FTG T PH 0.0 M10 19.5 0.0 29.5 0.0 0.007 TL 8.50 PV Pipe: 19 21.4 1.101 PL 5.00 PP 0.8 Nil 19.5 0.0 20.4 0.0 7.2 150 FTG T FE 0.0 5112 19.5 0.0 19.7 0.0 0.077 TL 10.00 FV Pipe: 20 21.4 1.101 PL 6.00 PP 0.5 Nil 19.5 0.0 20.4 0.0 7.2 150 FTG ---- PH 0.0 Ri 19.5 0.0 20.0 0.0 0.077 TL 6.00 PV Pipe: 21 21.4 1.101 PL 4.50 PF 1.2 Ri 19.5 0.0 20.0 0.0 7.2 150 FTG ETR PH 0.2 RiA 19.0 4.9 19.0 21.4 0.077 TL 15.50 PV Pipe: 22 55.4 1.101 FL 2.50 PF 3.4 M12 19.5 0.0 19.7 0.0 18.7 150 FTG T PH 0.0 R2 19.5 0.0 16.3 0.0 0.448 TL 7.50 PV Pipe: 23 19.3 1.101 PL 4.50 PP 1.0 R2 19.5 0.0 16.3 0.0 6.5 150 FTG ETR PH 0.2 R2A 19.0 4.9 15.5 19.3 0.064 TL 15.50 PV Pipe: 24 36.1 1.101 FL 10.00 PP 2.0 R2 19.5 0.0 16.3 0.0 12.2 150 FTG ---- PH 0.0 R3 19.5 0.0 14.3 0.0 0.203 TL 10.00 PV Pipe: 25 18.0 1.101 PL 7.00 PP 1.0 R3 19.5 0.0 14.3 0.0 6.1 150 FTG ETR PH 0.2 R3A 19.0 4.9 13.5 18.0 0.056 TL 18.00 PV Pipe: 26 18.1 1.101 FL 5.00 PP 0.9 R3 19.5 0.0 14.3 0.0 6.1 150 FTC ETR PH 0.2 R4A 19.0 4.9 13.6 18.1 0.056 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDP JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- POUR HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) PL/PT (PSI) Pipe: 27 -34.0 1.101 PL 11.00 PP 3.3 M12 19.5 0.0 19.7 0.0 11.4 150 FTG E2R PE -4.3 M13 29.5 0.0 18.6 0.0 0.181 TL 18.00 PV Pipe: 28 -34.0 1.101 PL 1.75 PP 1.2 M13 29.5 0.0 18.6 0.0 11.4 150 FTG T PE 0.0 M14 29.5 0.0 19.8 0.0 0.181 TL 6.75 PV Pipe: 29 5.8 1.101 PL 13.00 PP 0.2 M10 19.5 0.0 29.5 0.0 2.0 150 FTG 2ET2R PE -4.3 N15 29.5 0.0 25.0 0.0 0.007 TL 30.00 PV Pipe: 30 11.4 1.101 PL 13.00 PP 0.7 M8 19.5 0.0 33.8 0.0 3.8 150 FTG 2ET2R PE -4.3 M16 29.5 0.0 28.7 0.0 0.024 TL 30.00 PV Pipe: 31 16.8 1.101 PL 11.00 PP 0.9 M6 19.5 0.0 35.3 0.0 5.7 150 FTG E2R PE -4.3 M17 29.5 0.0 30.1 0.0 0.049 TL 18.00 PV Pipe: 32 -34.0 1.101 PL 21.50 PP 5.2 M14 29.5 0.0 19.8 0.0 11.4 150 FTG T2R PE 0.0 M15 29.5 0.0 25.0 0.0 0.181 TL 28.50 PV Pipe: 33 -28.2 1.101 PL 22.00 PP 3.7 M15 29.5 0.0 25.0 0.0 9.5 150 FTG T2R PE 0.0 M16 29.5 0.0 28.7 0.0 0.128 TL 29.00 PV Pipe: 34 -16.8 1.101 PL 21.50 PP 1.4 M16 29.5 0.0 28.7 0.0 5.7 150 FTG T2R PE 0.0 M17 29.5 0.0 30.1 0.0 0.049 TL 28.50 PV Pipe: 35 0.0 1.101 PL 17.00 PP 0.0 M13 29.5 0.0 18.6 0.0 0.0 150 FTG 2E5R PE 0.2 R5A 29.0 0.0 18.8 0.0 0.000 TL 32.00 PV Pipe: 36 0.0 1.101 PL 11.00 PP 0.0 M14 29.5 0.0 19.8 0.0 0.0 150 FTG R PE 0.0 R6 29.5 0.0 19.8 0.0 0.000 TL 12.00 PV Pipe: 37 0.0 1.101 PL 8.00 PP 0.0 R6 29.5 0.0 19.8 0.0 0.0 150 FTG ETR PE 0.2 R6A 29.0 0.0 20.0 0.0 0.000 TL 19.00 PV Pipe: 38 0.0 1.101 PL 4.00 PP 0.0 R6 29.5 0.0 19.8 0.0 0.0 150 FTG 2ETR PE 0.2 R7A 29.0 0.0 20.0 0.0 0.000 TL 20.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- FOUR HEAD CALC NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 65 9-97 60 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.064 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.7 ft/sec at pipe 22. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 76.12 psi with a flow of 182.78 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Eli 4.230 12.72 25.44 7.63 27.99 15.27 2.54 25.44 25.44 25.44 6.36 PAGE: B MATERIAL: THNL Ht'C: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45E1L1 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. l- FOUR HEAD CALC PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Eli 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 8.50 PAGE: I MATERIAL: THNlOO HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv BfyVlv GatVlv AlrnChk DPVlv NPTee -------------------------------------------------------- F45E11 2.157 4.39 8.78 2.63 9.66 5.27 0.88 8.78 8.78 8.78 1.77 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F F 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 1.598 2.00 7.00 8.00 1.00 1.00 14.00 1.00 LEGEND Available pressure 76.14 psi @ 176.8 gpm Required pressure 69.07 psi 8 176.8 gpm Avail. OnSite Demand Press. 76.14 psi 8 76.8 gpm Req. OnSite Demand Press. 69.07 psi @ 76.8 gpm Source Supply Curve System Demand Curve Available at Source 80.0 r G 1A A 2A U 60.0 G B P 40.0 R E S 20.0 S U R E 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- FOUR HEAD CALC WATER SUPPLY ANALYSIS Static: 76.50 psi Resid: 54.00 psi Flow: 1650.0 gpm -14.7 I I I I I I P 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Noti: (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 8 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B1.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- FOUR HEAD CALC - WATER SUPPLY CURVE 84+ 77*Q\\ I \\\\ \\\ I \\\\ 70+ \\\ Ix \\\\ I \\\ 63+ \\\ \\\\ I \\\ I \\\\• P 56+ \\\ R I 54.0 psi 8 1650 gpm-> * E Flow Test Point S 5 49+ U I R E I 42+ P I S I I 35+ 28+ 21+ 14+ LEGEND I U X = Required Water Supply I 69.07 psi 0 176.8 gpm 7+ 0 = Available Water Supply 76.14 psi 0 176.8 gpm 7, 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) September 11, 2019 HYDRAULIC CALCULATIONS FOR TYLER STREET RESIDENCES BUILDING 42 FILE NUMBER: 01-038.SDF -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm! 1,293 sq.ft. AREA OF APLICATION: 2nd FLOOR UNIT COVERAGE PER SPRINKLER: 324 sq.ft. NUMBER OF SPRINKLERS: 4 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 76.5 gpm TOTAL WATER REQUIRED (including hose): 176.5 gpm FLOW AND PRESSURE (@BOR): 76.5 gpm @ 52.3 psi SPRINKLER ORIFICE SIZE: 7/16" inch NAME OF CONTRACTOR: RIOS FIRE PROTECTION DESIGN! LAYOUT: ROBERTO RIOS AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-1025305 WATER DEPARTMENT: CARLSBAD FIRE DEPARTMENT CONTACT: JENIFER MAEL WATER PRESSURE INFORMATION: 85.0 psi STATIC 60.0 psi RESD CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. P.O. Box 1546, El Cajon, CA 92022/619-212-0956 Lic. C16/1025305 www.riosfireprotection.com SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 - DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. I1- FOUR HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. 8 TAG (PSI) (PSI) (GPM) SRC 76.5 54.0 1650.0 AVAIL. TOTAL REQ'D PRESS. 8 DEMAND PRESS. (PSI) (GPM) (PSI) 76.1 176.5 72.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 176.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 76.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) SRC -3.0 SOURCE 72.6 76.5 RP 3.0 - - - - 69.9 DA 3.0 - - - - 55.9 U.1 -3.0 - - - - 58.5 - - - U.2 -3.0 - - - - 58.5 - - - COP2 -3.0 - - - - 55.2 - - - BOR2 1.0 - - - - 52.3 - - - CPVC 4.0 - - - - 50.8 TOR2 9.0 - - - - 48.1 - - - Ml 9.0 - - - - 42.8 - - - M2 9.0 - - - - 40.9 - - - M3 9.0 - - - - 38.2 M4 9.0 - - - - 37.5 M5 19.5 - - - - 36.9 - - - M6 19.5 - - - - 36.5 - - - M7 19.5 - - - - 35.7 - - - MS 19.5 - - - - 35.5 - - - M9 19.5 - - - - 32.9 - - - mio 19.5 - - - - 32.7 - - - Mil 19.5 - - - - 20.2 - - - M12 19.5 - - - - 19.6 - - - M13 29.5 - - - - 20.1 M14 29.5 - - - - 21.5 M15 29.5 - - - - 27.5 - - - M16 29.5 - - - - 30.5 - - - M17 29.5 - - - - 31.5 Ri 19.5 - - - - 19.7 - - - R2 19.5 - - - - 16.2 - - - R3 19.5 - - - - 14.2 R6 29.5 - - - - 21.5 - - - R1A 19.0 K= 4.90 18.7 21.2 R2A 19.0 K= 4.90 15.4 19.3 R3A 19.0 K= 4.90 13.5 18.0 R4A 19.0 K= 4.90 13.5 18.0 R5A 29.0 - - - - 20.3 R6A 29.0 - - - - 21.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- FOUR HEAD CALC NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) R7A 29.0 - - - - 21.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- FOUR HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) H(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 76.5 4.230 PL 35.00 PF 0.1 SRC -3.0 SRCE 72.6 (N/A) 1.7 150 FTG TG PE -2.6 RP 3.0 0.0 69.9 0.0 0.001 TL 77.29 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 69.9 0.0 14.0 psi, 76.5 gpm DA 3.0 0.0 55.9 0.0 Pipe: 3 76.5 4.230 PL 2.00 PF 0.0 DA 3.0 0.0 55.9 0.0 1.7 150 FTG ---- PH 2.6 U.1 -3.0 0.0 58.5 0.0 0.001 TL 2.00 PV Pipe: 4 76.5 4.220 PL 5.00 PF 0.1 U.1 -3.0 0.0 58.5 0.0 1.8 140 FTG C PE 0.0 U.2 -3.0 0.0 58.5 0.0 0.001 TL 42.00 PV Pipe: 4A 76.5 2.423 PL 140.00 PF 3.3 U.2 -3.0 0.0 58.5 0.0 5.3 150 FTG 3E6R PE 0.0 COP2 -3.0 0.0 55.2 0.0 0.017 TL 188.00 PV Pipe: 5 76.5 2.157 PL 5.00 PF 1.2 COP2 -3.0 0.0 55.2 0.0 6.7 100 FTG ET PH -1.7 BOR2 1.0 0.0 52.3 0.0 0.065 TL 18.17 PV Pipe: 6 76.5 2.157 PL 3.00 PF 0.1 BOR2 1.0 0.0 52.3 0.0 6.7 120 FTG ---- PE -1.3 CPVC 4.0 0.0 50.8 0.0 0.046 TL 3.00 PV Pipe: 7 76.5 1.598 PL 4.50 PF 0.6 CPVC 4.0 0.0 50.8 0.0 12.2 150 FTG ---- PH -2.2 TOR2 9.0 0.0 48.1 0.0 0.133 TL 4.50 PV Pipe: 8 76.5 1.598 PL 18.00 PF 5.3 TOR2 9.0 0.0 48.1 0.0 12.2 150 FTG 3ER PE 0.0 Ml 9.0 0.0 42.8 0.0 0.133 TL 40.00 PV Pipe: 9 62.4 1.598 PL 12.00 PF 1.8 Ml 9.0 0.0 42.8 0.0 10.0 150 FTG T PE 0.0 M2 9.0 0.0 40.9 0.0 0.091 TL 20.00 PV Pipe: 10 51.5 1.598 PL 32.00 PF 2.7 M2 9.0 0.0 40.9 0.0 8.2 150 FTG T3R PE 0.0 M3 9.0 0.0 38.2 0.0 0.064 TL 43.00 PV Pipe: 11 39.6 1.598 PL 17.50 PF 0.7 M3 9.0 0.0 38.2 0.0 6.3 150 FTG R PE 0.0 M4 9.0 0.0 37.5 0.0 0.039 TL 18.50 PV Pipe: 12 14.0 1.101 PL 22.50 PF 1.4 Ml 9.0 0.0 42.8 0.0 4.7 150 FTG 2ETR PE -4.5 M5 19.5 0.0 36.9 0.0 0.035 TL 38.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDP JOB TITLE: TYLER STREET RESIDENCES BLDG. i- FOUR HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(PPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 11.0 1.101 PL 17.50 PF 0.7 M2 9.0 0.0 40.9 0.0 3.7 150 FTG 2E2R FE -4.5 M7 19.5 0.0 35.7 0.0 0.022 TL 29.50 PV Pipe: 14 11.9 1.101 PL 17.50 PP 0.8 M3 9.0 0.0 38.2 0.0 4.0 150 FTG 2E2R PE -4.5 M9 19.5 0.0 32.9 0.0 0.026 TL 29.50 PV Pipe: 15 39.6 1.101 PL 28.00 PP 12.7 M4 9.0 0.0 37.5 0.0 13.3 150 FTG 2E3T PE -4.5 Nil 19.5 0.0 20.2 0.0 0.241 TL 53.00 PV Pipe: 16 14.0 1.101 PL 5.00 PP 0.4 M5 19.5 0.0 36.9 0.0 4.7 150 FTG T PE 0.0 M6 19.5 0.0 36.5 0.0 0.035 TL 10.00 PV Pipe: 17 11.0 1.101 PL 3.50 PP 0.2 M7 19.5 0.0 35.7 0.0 3.7 150 FTG T FE 0.0 M8 19.5 0.0 35.5 0.0 0.022 TL 8.50 PV Pipe: 18 11.9 1.101 FL 3.50 PP 0.2 M9 19.5 0.0 32.9 0.0 4.0 150 FTG T FE 0.0 M10 19.5 0.0 32.7 0.0 0.026 TL 8.50 PV Pipe: 19 18.4 1.101 PL 5.00 PP 0.6 Nil 19.5 0.0 20.2 0.0 6.2 150 FTG T PE 0.0 M12 19.5 0.0 19.6 0.0 0.058 TL 10.00 PV Pipe: 20 21.2 1.101 PL 6.00 PP 0.5 Nil 19.5 0.0 20.2 0.0 7.1 150 FTG ---- FE 0.0 Ri 19.5 0.0 19.7 0.0 0.076 TL 6.00 PV Pipe: 21 21.2 1.101 FL 5.00 PP 1.2 Ri 19.5 0.0 19.7 0.0 7.1 150 FTG ETR PE 0.2 R1A 19.0 4.9 18.7 21.2 0.076 TL 16.00 PV Pipe: 22 55.3 1.101 PL 2.50 PP 3.3 M12 19.5 0.0 19.6 0.0 18.6 150 FTG T PH 0.0 R2 19.5 0.0 16.2 0.0 0.446 TL 7.50 PV Pipe: 23 19.3 1.101 FL 5.00 PP 1.0 R2 19.5 0.0 16.2 0.0 6.5 150 FTG ETR FE 0.2 R2A 19.0 4.9 15.4 19.3 0.063 TL 16.00 PV Pipe: 24 36.0 1.101 FL 10.00 PP 2.0 R2 19.5 0.0 16.2 0.0 12.1 150 FTG ---- FE 0.0 R3 19.5 0.0 14.2 0.0 0.202 TL 10.00 PV Pipe: 25 18.0 1.101 PL 6.00 PP 1.0 R3 19.5 0.0 14.2 0.0 6.1 150 FTG ETR PH 0.2 R3A 19.0 4.9 13.5 18.0 0.056 TL 17.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/11/201955\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- FOUR HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 18.0 1.101 PL 6.00 PP 1.0 R3 19.5 0.0 14.2 0.0 6.1 150 FTG ETR PE 0.2 R4A 19.0 4.9 13.5 18.0 0.056 TL 17.00 PV Pipe: 27 -36.9 1.101 PL 11.00 PP 4.9 M12 19.5 0.0 19.6 0.0 12.4 150 FTG 2E2R PE -4.3 M13 29.5 0.0 20.1 0.0 0.211 TL 23.00 PV Pipe: 28 -36.9 1.101 PL 1.75 PP 1.4 M13 29.5 0.0 20.1 0.0 12.4 150 FTG T PE 0.0 M14 29.5 0.0 21.5 0.0 0.211 TL 6.75 PV Pipe: 29 11.9 1.101 PL 13.00 PP 0.8 M10 19.5 0.0 32.7 0.0 4.0 150 FTG 2ET2R PE -4.3 MiS 29.5 0.0 27.5 0.0 0.026 TL 30.00 PV Pipe: 30 11.0 1.101 PL 13.00 PP 0.7 M8 19.5 0.0 35.5 0.0 3.7 150 FTG 2ET2R PE -4.3 M16 29.5 0.0 30.5 0.0 0.022 TL 30.00 PV Pipe: 31 14.0 1.101 PL 11.00 PP 0.6 M6 19.5 0.0 36.5 0.0 4.7 150 FTG E2R PE -4.3 M17 29.5 0.0 31.5 0.0 0.035 TL 18.00 PV Pipe: 32 -36.9 1.101 PL 21.50 PP 6.0 M14 29.5 0.0 21.5 0.0 12.4 150 FTG T2R PE 0.0 MiS 29.5 0.0 27.5 0.0 0.211 TL 28.50 PV Pipe: 33 -25.0 1.101 PL 22.00 PF 3.0 M15 29.5 0.0 27.5 0.0 8.4 150 FTG T2R PE 0.0 M16 29.5 0.0 30.5 0.0 0.103 TL 29.00 PV Pipe: 34 -14.0 1.101 PL 21.50 PF 1.0 M16 29.5 0.0 30.5 0.0 4.7 150 FTG T2R PE 0.0 M17 29.5 0.0 31.5 0.0 0.035 TL 28.50 PV Pipe: 35 0.0 1.101 PL 17.00 PP 0.0 M13 29.5 0.0 20.1 0.0 0.0 150 FTG 2E5R PE 0.2 RSA 29.0 0.0 20.3 0.0 0.000 TL 32.00 PV Pipe: 36 0.0 1.101 PL 11.00 PP 0.0 M14 29.5 0.0 21.5 0.0 0.0 150 FTC R PE 0.0 R6 29.5 0.0 21.5 0.0 0.000 TL 12.00 PV Pipe: 37 0.0 1.101 FL 8.00 PF 0.0 R6 29.5 0.0 21.5 0.0 0.0 150 FTG ETR PE 0.2 R6A 29.0 0.0 21.8 0.0 0.000 TL 19.00 PV Pipe: 38 0.0 1.101 PL 4.00 PF 0.0 R6 29.5 0.0 21.5 0.0 0.0 150 FTG 2ETR PE 0.2 R7A 29.0 0.0 21.8 0.0 0.000 TL 20.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 41- POUR HEAD CALC NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.005 gpm and a maximum imbalance at any node of 0.183 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.6 ft/sec at pipe 22. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 76.13 psi with a flow of 179.31 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Ell -------------------------------------------------------- Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee F45Ell 4.230 12.72 25.44 7.63 27.99 15.27 2.54 25.44 25.44 25.44 6.36 PAGE: B MATERIAL: THNWL H12C: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B C A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. i- FOUR HEAD CALC PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEll ChkVlv BfyViv GatViv NPTee F45E11 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 8.50 PAGE: I MATERIAL: THN100 HWC: 100 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 2.157 4.39 8.78 2.63 9.66 5.27 0.88 8.78 8.78 8.78 1.77 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 Kpig ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 1.598 2.00 7.00 8.00 1.00 1.00 14.00 1.00 2.423 3.00 12.00 12.00 2.00 2.00 21.00 2.00 100.0 80.0 r G 1A- 2 A A U 60.0 G E P 40.0 R E S 20.0 S U R E 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- FOUR HEAD CALC WATER SUPPLY ANALYSIS Static: 76.50 psi Resid: 54.00 psi Plow: 1650.0 gpm LEGEND Available pressure 76.14 psi @ 176.5 gpm Required pressure 72.60 psi 8 176.5 gpm Avail. OnSite Demand Press. 76.14 psi 8 76.5 gpm Req. OnSite Demand Press. 72.60 psi 8 76.5 gpm Source Supply Curve System Demand Curve Available at Source -14.7 I I I I I I I P 400600 800 1000 1200 1400 1600 1800 2000 S FLOW (GPM) Noti: (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 9 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- FOUR HEAD CALC WATER SUPPLY CURVE 84+ 77*Q\\ \\\\ IX \\\\ 70+ I \\\\ \\\ \\\\ 63+ \\\ I \\\\ P 56+ \\\ R I 54.0 psi 8 1650 gpm-> * F I Flow Test Point S 5 49+ U R E 42+ P I S I I 35+ 28+ 21+ 14+ LEGEND I, I X = Required Water Supply 72.60 psi 8 176.5 gpm 7+ I 0 = Available Water Supply I 76.14 psi @ 176.5 gpm I, 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I I Q wal M ~ ff ~k' September U, 2019 HYDRAULIC CALCULATIONS FOR TYLER STREET RESIDENCES BUILDING #2 FILE NUMBER: 01-038.SDF -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/ 800 sq.ft. AREA OF APLICATION: 3rd FLOOR UNIT COVERAGE PER SPRINKLER: 400 sq.ft. NUMBER OF SPRINKLERS: 2 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 40.1 gpm TOTAL WATER REQUIRED (including hose): 140.1 gpm FLOW AND PRESSURE (@BOR): 40.1 gpm @ 40.2 psi SPRINKLER ORIFICE SIZE: 7/16" inch NAME OF CONTRACTOR: RIOS FIRE PROTECTION DESIGN! LAYOUT: ROBERTO RIOS AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-1025305 WATER DEPARTMENT: CARLSBAD FIRE DEPARTMENT CONTACT: JENIFER MAEL WATER PRESSURE INFORMATION: 85.0 psi STATIC 60.0 psi RESD CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. P.O. Box 1546, El Cajon, CA 92022/619-212-0956 Lic. C16/1025305 www.riosfireprotection.com SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038--TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- TWO HEAD CALC 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) SRC 76.5 54.0 1650.0 76.3 140.1 57.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 140.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 57.3 40.1 RP 3.0 - - - - 54.7 DA 3.0 - - - - 40.7 - - - U.1 -3.0 - - - - 43.3 - - - U.2 -3.0 - - - - 43.3 - - - COP2 -3.0 - - - - 42.3 BOR2 1.0 - - - - 40.2 - - - CPVC 4.0 - - - - 38.8 TOR2 9.0 - - - - 36.5 Ml 9.0 - - - - 34.9 - - - M2 9.0 - - - - 34.4 M3 9.0 - - - - 33.6 M4 9.0 - - - - 33.5 - - - M5 19.5 - - - - 29.8 - - - M6 19.5 - - - - 29.7 - - - M7 19.5 - - - - 29.5 - - - M8 19.5 - - - - 29.4 - - - M9 19.5 - - - - 28.6 - - - M10 19.5 - - - - 28.4 - - - Mil 19.5 - - - - 26.7 - - - M12 19.5 - - - - 26.3 - - - M13 29.5 - - - - 21.0 M14 29.5 - - - - 20.8 - - - M15 29.5 - - - - 23.6 M16 29.5 - - - - 24.8 - - - M17 29.5 - - - - 25.2 Ri 19.5 - - - - 26.7 - - - R2 19.5 - - - - 26.3 - - - R3 19.5 - - - - 26.3 - - - R6 29.5 - - - - 17.8 - - - R1A 19.0 - - - - 27.0 - - - R2A 19.0 - - - - 26.5 - - - R3A 19.0 - - - - 26.5 - - - R4A 19.0 - - - - 26.5 - - - RSA 29.0 - - - - 21.3 - - - R6A 29.0 K= 4.90 16.7 20.0 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/11/201955\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- TWO HEAD CALC NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) R7A 29.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 41- TWO HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 40.1 4.230 PL 35.00 PP 0.0 SRC -3.0 SRCE 57.3 (N/A) 0.9 150 FTG TG PE -2.6 RP 3.0 0.0 54.7 0.0 0.000 TL 77.29 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 54.7 0.0 14.0 psi, 40.0 gpm DA 3.0 0.0 40.7 0.0 Pipe: 3 40.0 4.230 PL 2.00 PP 0.0 DA 3.0 0.0 40.7 0.0 0.9 150 FTG ---- PE 2.6 U.1 -3.0 0.0 43.3 0.0 0.000 TL 2.00 PV Pipe: 4 40.0 4.220 PL 5.00 PP 0.0 U.1 -3.0 0.0 43.3 0.0 0.9 140 FTG C PE 0.0 U.2 -3.0 0.0 43.3 0.0 0.000 TL 42.00 PV Pipe: 4A 40.0 2.423 PL 140.00 PP 1.0 U.2 -3.0 0.0 43.3 0.0 2.8 150 FTG 3E6R PE 0.0 COP2 -3.0 0.0 42.3 0.0 0.005 TL 188.00 PV Pipe: 5 40.0 2.157 PL 5.00 PP 0.4 COP2 -3.0 0.0 42.3 0.0 3.5 100 FTG ET PE -1.7 BOR2 1.0 0.0 40.2 0.0 0.020 TL 18.17 PV Pipe: 6 40.0 2.157 PL 3.00 PP 0.0 BOR2 1.0 0.0 40.2 0.0 3.5 120 FTG ---- PE -1.3 CPVC 4.0 0.0 38.8 0.0 0.014 TL 3.00 PV Pipe: 7 40.0 1.598 PL 4.50 PP 0.2 CPVC 4.0 0.0 38.8 0.0 6.4 150 FTG ---- PE -2.2 TOR2 9.0 0.0 36.5 0.0 0.040 TL 4.50 PV Pipe: 8 40.0 1.598 PL 18.00 PP 1.6 TOR2 9.0 0.0 36.5 0.0 6.4 150 FTG 3ER PE 0.0 Ml 9.0 0.0 34.9 0.0 0.040 TL 40.00 PV Pipe: 9 32.0 1.598 PL 12.00 PP 0.5 Ml 9.0 0.0 34.9 0.0 5.1 150 FTG T PE 0.0 M2 9.0 0.0 34.4 0.0 0.026 TL 20.00 PV Pipe: 10 24.8 1.598 PL 32.00 PP 0.7 M2 9.0 0.0 34.4 0.0 4.0 150 FTG T3R PE 0.0 M3 9.0 0.0 33.6 0.0 0.017 TL 43.00 PV Pipe: 11 15.4 1.598 PL 17.50 PP 0.1 M3 9.0 0.0 33.6 0.0 2.5 150 FTG R PE 0.0 M4 9.0 0.0 33.5 0.0 0.007 TL 18.50 PV Pipe: 12 8.1 1.101 PL 22.50 PP 0.5 Ml 9.0 0.0 34.9 0.0 2.7 150 FTG 2ETR PE -4.5 MS 19.5 0.0 29.8 0.0 0.013 TL 38.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDP JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- TWO HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 7.1 1.101 PL 17.50 PP 0.3 M2 9.0 0.0 34.4 0.0 2.4 150 FTG 2B2R PE -4.5 M7 19.5 0.0 29.5 0.0 0.010 TL 29.50 PV Pipe: 14 9.5 1.101 PL 17.50 PP 0.5 M3 9.0 0.0 33.6 0.0 3.2 150 FTG 2E2R FE -4.5 M9 19.5 0.0 28.6 0.0 0.017 TL 29.50 PV Pipe: 15 15.4 1.101 PL 28.00 PF 2.2 M4 9.0 0.0 33.5 0.0 5.2 150 FTG 2E3T PE -4.5 Mil 19.5 0.0 26.7 0.0 0.042 TL 53.00 PV Pipe: 16 8.1 1.101 PL 5.00 PP 0.1 MS 19.5 0.0 29.8 0.0 2.7 150 FTG T PE 0.0 M6 19.5 0.0 29.7 0.0 0.013 TL 10.00 PV Pipe: 17 7.1 1.101 FL 3.50 PP 0.1 M7 19.5 0.0 29.5 0.0 2.4 150 FTG T FE 0.0 M8 19.5 0.0 29.4 0.0 0.010 TL 8.50 PV Pipe: 18 9.5 1.101 FL 3.50 PP 0.1 M9 19.5 0.0 28.6 0.0 3.2 150 FTG T PE 0.0 M10 19.5 0.0 28.4 0.0 0.017 TL 8.50 PV Pipe: 19 15.4 1.101 FL 5.00 PP 0.4 Mil 19.5 0.0 26.7 0.0 5.2 150 FTG T FE 0.0 M12 19.5 0.0 26.3 0.0 0.042 TL 10.00 PV Pipe: 20 0.0 1.101 PL 6.00 PP 0.0 Mil 19.5 0.0 26.7 0.0 0.0 150 FTG ---- PE 0.0 Ri 19.5 0.0 26.7 0.0 0.000 TL 6.00 PV Pipe: 21 0.0 1.101 PL 5.00 PP 0.0 RI 19.5 0.0 26.7 0.0 0.0 150 FTG ETR PE 0.2 R1A 19.0 0.0 27.0 0.0 0.000 TL 16.00 PV Pipe: 22 0.0 1.101 FL 2.50 PP 0.0 M12 19.5 0.0 26.3 0.0 0.0 150 FTG T PE 0.0 R2 19.5 0.0 26.3 0.0 0.000 TL 7.50 PV Pipe: 23 0.0 1.101 PL 5.00 PP 0.0 R2 19.5 0.0 26.3 0.0 0.0 150 FTG BTR PE 0.2 R2A 19.0 0.0 26.5 0.0 0.000 TL 16.00 PV Pipe: 24 0.0 1.101 PL 10.00 PP 0.0 R2 19.5 0.0 26.3 0.0 0.0 150 FTG ---- FE 0.0 R3 19.5 0.0 26.3 0.0 0.000 TL 10.00 PV Pipe: 25 0.0 1.101 FL 6.00 PP 0.0 R3 19.5 0.0 26.3 0.0 0.0 150 FTG BTR PE 0.2 R3A 19.0 0.0 26.5 0.0 0.000 TL 17.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- TWO HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0.0 1.101 PL 6.00 PP 0.0 R3 19.5 0.0 26.3 0.0 0.0 150 FTG ETR PE 0.2 R4A 19.0 0.0 26.5 0.0 0.000 TL 17.00 PV Pipe: 27 15.4 1.101 FL 11.00 PP 1.0 M12 19.5 0.0 26.3 0.0 5.2 150 FTG 2E2R PE -4.3 M13 29.5 0.0 21.0 0.0 0.042 TL 23.00 PV Pipe: 28 15.4 1.101 PL 1.75 PP 0.3 M13 29.5 0.0 21.0 0.0 5.2 150 FTG T PE 0.0 M14 29.5 0.0 20.8 0.0 0.042 TL 6.75 PV Pipe: 29 9.5 1.101 PL 13.00 PP 0.5 M10 19.5 0.0 28.4 0.0 3.2 150 FTG 2ET2R PE -4.3 M15 29.5 0.0 23.6 0.0 0.017 TL 30.00 PV Pipe: 30 7.1 1.101 PL 13.00 PP 0.3 MS 19.5 0.0 29.4 0.0 2.4 150 FTG 2ET2R PE -4.3 M16 29.5 0.0 24.8 0.0 0.010 TL 30.00 PV Pipe: 31 8.1 1.101 FL 11.00 PP 0.2 M6 19.5 0.0 29.7 0.0 2.7 150 FTG E2R PE -4.3 M17 29.5 0.0 25.2 0.0 0.013 TL 18.00 PV Pipe: 32 -24.6 1.101 PL 21.50 PP 2.9 M14 29.5 0.0 20.8 0.0 8.3 150 FTG T2R FE 0.0 M15 29.5 0.0 23.6 0.0 0.100 TL 28.50 PV Pipe: 33 -15.2 1.101 PL 22.00 PP 1.2 M15 29.5 0.0 23.6 0.0 5.1 150 FTG T2R PE 0.0 M16 29.5 0.0 24.8 0.0 0.041 TL 29.00 PV Pipe: 34 -8.1 1.101 FL 21.50 PP 0.4 M16 29.5 0.0 24.8 0.0 2.7 150 FTG T2R PE 0.0 M17 29.5 0.0 25.2 0.0 0.013 TL 28.50 PV Pipe: 35 0.0 1.101 FL 17.00 PP 0.0 M13 29.5 0.0 21.0 0.0 0.0 150 FTG 2E5R FE 0.2 R5A 29.0 0.0 21.3 0.0 0.000 TL 32.00 PV Pipe: 36 40.0 1.101 FL 11.00 PP 2.9 M14 29.5 0.0 20.8 0.0 13.5 150 FTG R PE 0.0 R6 29.5 0.0 17.8 0.0 0.246 TL 12.00 PV Pipe: 37 20.0 1.101 PL 8.00 PP 1.3 R6 29.5 0.0 17.8 0.0 6.8 150 FTG ETR PE 0.2 R6A 29.0 4.9 16.7 20.0 0.068 TL 19.00 PV Pipe: 38 20.0 1.101 FL 4.00 PP 1.4 R6 29.5 0.0 17.8 0.0 6.7 150 FTG 2ETR FE 0.2 R7A 29.0 4.9 16.7 20.0 0.068 TL 20.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- TWO HEAD CALC NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 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 0.005 gpm and a maximum imbalance at any node of 0.174 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 36. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 76.23 psi with a flow of 151.75 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Ell -------------------------------------------------------- Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee F45Ell 4.230 12.72 25.44 7.63 27.99 15.27 2.54 25.44 25.44 25.44 6.36 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Ell 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.00 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 1- TWO HEAD CALC PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEii ChkViv BfyViv GatVlv NPTee F45E11 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 8.50 PAGE: I MATERIAL: THN100 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE11 ChkViv BfyViv -------------------------------------------------------- GatVlv AlmChk DPV1v NPTee F45E11 2.157 4.39 8.78 2.63 9.66 5.27 0.88 8.78 8.78 8.78 1.77 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 Kpig ChkViv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 1.598 2.00 7.00 8.00 1.00 1.00 14.00 1.00 2.423 3.00 12.00 12.00 2.00 2.00 21.00 2.00 100.0 80.0 1A. G A U 60.0 G 2A E P 40.0 R E S 20.0 S U R E 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/11/2019E5\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. 41- TWO HEAD CALC WATER SUPPLY ANALYSIS Static: 76.50 psi Resid: 54.00 psi Flow: 1650.0 gpm LEGEND Available pressure 76.27 psi 8 140.1 gpm Required pressure 57.30 psi @ 140.1 gpm Avail. OnSite Demand Press. 76.27 psi 8 40.1 gpm Req. OnSite Demand Press. 57.30 psi @ 40.1 gpm Source Supply Curve System Demand Curve Available at Source -14.7 I I I I I I I P 400600 800 1000 1200 1400 1600 1800 2000 S FLOW (GPM) NotEi: (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 9 DATE: 9/11/2019ES\HRS SYSTEMS\HASS87\HASS DATA\01-038-TYLER STREET B2.SDF JOB TITLE: TYLER STREET RESIDENCES BLDG. #1- TWO HEAD CALC WATER SUPPLY CURVE 84+ 770\\\ I \\\\ \\\\ 70+ \\\ I \\\\ I \\\ I \\\\ 63+ \\\ \\\\ \\\ x \\\\ P 56+ \\\ R I 54.0 psi 0 1650 gpm-> * B I Flow Test Point S I S 49+ U R E I 42+ P I S I I 35+ 28+ 21+ ---------------- 14+ LEGEND 7, I X = Required Water Supply I 57.30 psi 0 140.1 gpm 7+ I 0 = Available Water Supply 76.27 psi 8 140.1 gpm +------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) No. 197 is CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Tyler St Residence SR#: N/A (Assigned upon plan submittal) PROJECT ADDRESS: 3337 Tyler St CITY: Carlsbad PHONE: ( 619 ) 212-0956 FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Tyler Street south of Walnut Avenue TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 85 PSI Hydrant Number (if applicable): H60785 Elevation of test: 47 Feet Main Size: 6 INCH Pressure Zone: 241 Feet Pat ime of Test. Pitot TubeReading: PSI Corresponding Flow:______________ Total Flow: 1,650 GPM Residual Pressure60 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi of 2,960 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 1,650 gpm. No specific fire flow was provided for testing. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mae[, P.E. Signature: 1' Title/Org: P6.4t Manager Eng. Lic. No. (if applicable):C69606 Date: 08/12/2019 e v 04 d) LLI EL Zo 10 u o A u--i,--- Worldwide tqCA3 Contacts Rapid Response Series LFII Residential 49 K-factor Concealed Pendent Sprinklers, Flat Plate Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Se- ries LFII Residential 4.9 K-factor Con- cealed Pendent Sprinklers (1Y3596) are decorative, fast response, fus- ible solder sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Concealed Pendent Sprinklers (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprinkler drops. The Series LEt! Residential Concealed Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D wet and dry pipe residential sprin- kler systems for residential occu- pancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. The Series LFII Residential Concealed Pendent Sprinklers (1Y3596) has been designed with heat sensitivity and wa- ter distribution characteristics proven to help in the control of residential fires and to improve the chance for occu- pants to escape or be evacuated. The Series LFII Residential Concealed Pendent Sprinklers (1Y3596) are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Protective Cap is removed and the Cover Plate Assembly installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers (1Y3596) need not be increased over the number of de- sign sprinklers (hydraulic design area) as specified for wet pipe sprinkler sys- tems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers of- fer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hy- draulic design area) for systems de- signed to NFPA 13, 13D, or 13R. Non- water filled pipe will permit options for areas sensitive to freezing. ESM The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number TY3596 Page 1 of 6 APRIL 2013 TFP442 COVER PLATE 7/8' (22,2 1-1/8' (28,6 SPRINKLER- SUPPORT C.' IP ASS EM B OPERATE SPRINKLE COVER PLATE RETAINE TFP442 Page 2 of 6 BODY (1/2 NPT) CAP SADDLE - SUPPORT CUP WITH - ROLL FORMED THREADS GUIDE PIN V GUIDE PIN HOUSING DEFLECTOR - THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SEALING ASSEMBLY SPRINKLER WRENCHING AREA COMPRESSION SCREW iYA: SOLDER LINK I I ELEMENT I I I I I I I I I II I I II I I DEFLECTOR I I (OPERATED - POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY RETAINER WITH THREAD - DIMPLES EJECTION SPRING WRENCH RECESS 0 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH SOLDER ' COVER PLATE/RETAINER TAB ASSEMBLY FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) 2-1/2 DIA. (63,5mm 1/2(12,7mm) FACE OF 1/2 THREADED SPRINKLER NPT A ADJUSTMENT FITTING 1-7/8±1/4' (47,6 mm ±6,4 mm) Ea COVER- SPRINKLER- MOUNTING RETAINER SUPPORT CUP SURFACE ASSEMBLY ASSEMBLY -3-3/16" DIA. / DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR 1FP442 Page 3 of 6 Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E-2 NSF Certified to NSF/ANSI 61 The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers are only listed with the Se- ries LFII Concealed Cover Plates hav- ing a factory applied finish. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K=4.9 GPM/psP'2 (70,6 LPM/bar112) Temperature Rating: 160°F 71°C) Sprinkler with 139°F 59°C) Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Refer to Ordering Procedure section Physical Characteristics: Body.....................Brass Cap.....................Bronze Saddle ...................Brass Sealing Assembly ......... Beryllium Nickel w/ TEFLON Soldered Link Halves ........Nickel Lever....................Bronze Compression Screw.........Brass Deflector..........Copper or Brass Guide Pin Housing .........Bronze Guide Pins .........Stainless Steel or Bronze Support Cup ...............Steel Cover Plate ..............Copper Retainer ..................Brass Cover Plate Ejection Spring ........ .....Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the De- flector supported by the Arms drops down to its operated position. The fus- ible link of the Sprinkler Assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) are UL and C_ UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Ta- bles A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum re- quired discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Tables A and B as a function of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/ ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of "design sprinklers" specified in NFPA 13 for wet pipe sys- tems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers (TY3596) in dry pipe sprinkler systems, the time for water delivery must not ex- ceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described with- in the Technical Data Sheet TFP490. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Sup- port Cup could delay sprinkler opera- tion in a fire situation. TFP442 Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b) Maximum Coverage Maximum Spacing Ordinary Temp. Rating Area (°) Ft. 160°F (71°C) Minimum Ft. x Ft. (m) Deflector to Installation Spacing (m x m) Flow Pressure Ceiling Type Ft. GPM PSI (m) (L/min) (bar) 12x12 12 13 7.0 Smooth (3,7 X 3,7) (3,7) (49,2) (0,48) Ceilings 7/810 1-1/8 14x14 14 13 7.0 inches (4,3x4,3) (4,3) (49,2) (0,48) Beamed Ceilings per NFPA 13D or Concealed 8 16 x 16 16 13 7.0 (4,9 x 4,9) (4,9) (49,2) (0,48) 13R, or 13. Installed in (2,4) 18x18 18 17 12.0 beam (5,5x5,5) (5,5) (64,3) (0,83) 7/8to1-1/8 inches below 20 x 20 20 20 16.7 bottom of Al x 6,1) (6,1) (75,7) (1,15) beam For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 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 under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT-PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Flow and Residual Pressure (bc) Maximum Coverage Maximum Spacing Ordinary Temp. Rating Minimum Area (a) Ft. 160°F (71°C) Ft. x Ft. (m) Deflector to Installation Spacing (m x m) Flow Pressure Ceiling Type Ft. GPM PSI (m) (L/min) (bar) 12x12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14x14 14 14 8.2 inches (4,3x4,3) (4,3) (53,0) (0,57) Beamed Ceilings per NFPA 13D or Concealed 8 16 x 16 16 15 9.4 (4,9 x 4,9) (4,9) (56,8) (0,65) 13R, or 13. Installed in (2,4) 18x18 18 18 13.5 beam (5,5x5,5) (5,5) (68,1) (0,93) 7/8to1-1/8 inches below 20x20 20 21 18.4 bottom of (6,1 x 6,1) (6,1) (79,5) (1,27) beam For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 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 under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT-PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP442 Page 5 of 6 Installation The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible Link Assembly). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Cover Plate/Retainer Assembly by under-or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be in- stalled in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W-Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceil- ing installation and/or during applica- tion of the finish coating of the ceil- ing. It may also be used to locate the center of the clearance hole by gen- tly pushing the ceiling material against the center point of the Cap. Note: As long as the protective Cap remains in place, the system is consid- ered to be "Out Of Service". Step 5. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the De- flector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to modi- fy or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Se- ries LFII Residential Concealed Pen- dent Sprinklers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may de- lay the sprinkler operation in a fire situation. When properly installed, there is a nominal 1/8 inch (3,2 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 3. This air gap is necessary for proper op- eration of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help as- sure appropriate release of the Cover Plate in a fire situation. 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 re- placed, if necessary, by factory paint- ed units. Non-factory applied paint may adversely delay or prevent sprin- kler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age -before, during, and after installa- tion. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. The owner must assure that the sprin- klers are not used for hanging any ob- jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. TFP442 Page 6 of 6 Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability. Sprinkler Assembly: Series LFll (TY3596), K=4.9, Resi- dential Concealed Pendent Sprin- kler without Cover Plate Assembly, P/N 51-112-1-160 Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFll (1Y3596), K=4.9, Residential Concealed Pendent Sprinkler, P/N (specify) Ivory (RAL1015) ...........P/N 56-202-0-135 Beige (RAL1001)...........P/N 56-202-2-135 Pure White (b) (RAL9010) .. . P/N 56-202-3-135 Signal White (a) (RAL9003) . . P/N 56-202-4-135 Grey White (RAL9002) ......P/N 56-202-5-135 Brown (RAL8028)..........P/N 56-202-6-135 Black (RAL9005) ..........PIN 56-202-7-135 Brushed Brass ............PIN 56-202-8-135 Brushed Chrome ..........P/N 56-202-9-135 Custom Paint .............P/N 56-202-X-135 Previously known as Bright White. Eastern Hemisphere sales only. Note: All Custom Cover Plates are painted us- ing Sherwin Williams Interior Latex Paint. Contact TYCO Customer Service with any questions re- lated to custom orders. Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2012 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Worldwide tqco www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential Sprinklers 49 K-factor Pendent Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (1Y2234) are deco- rative, fast response, frangible bulb sprinklers designed for use in residen- tial occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two-family dwellings and mobile homes per NFPA 13D wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The adjustment provided by the Recessed IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. Non-water filled pipe will permit options for areas sensitive to freezing. CEM The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compliance with this document and the applicable stan- dards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY2234 Page 1 of 6 APRIL 2013 TFP400 TFP400 Page 2 of 6 7/16 (11,1 mm) 1/2 ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 27/8 DIA. 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 3 - Sealing Assembly 1 4-Bulb 5 - Compression 2 2-1/4 Screw _________ 6 Deflector* (57,2 mm) 1-5/8" STYLE 20 (41,3 mm) I WRENCH RECESSED * Temperature 5 FLATS ESCUTCHEON rating is 6* indicated on Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 2-7/8' DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4' DIA. 1/4" (6,4 mm) I (57,2 mm) MOUNTING 7/16±1/8' (11,1±3,2 mm) FACE OF SPRINKLER FITTING T-7— - MOUNTING SURFACE CLOSURE TY2234 Technical Data Approvals UL Listed for use with wet pipe and dry pipe systems C-UL Listed for use only with wet pipe systems NSF Certified to NSF/ANSI 61 For details on these approvals, refer to the Design Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/psi112 (70,6 LPM/bar112) PLATE (3,2 mm) 1-3/8(34,9mm) 1-1/8(28,6mm) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass Pure or Signal White Chrome Plated Physical Characteristics Frame ....................Brass Button ...................Copper Sealing Assembly ........Beryllium Nickel w/TEFLON Bulb (3 mm) ................Glass Compression Screw ........Bronze Deflector .................Bronze Ejection Spring ......Stainless Steel FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER (TY2234) / WRENCH RECESS / (END "A" USED FOR TY2234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP400 Page 3 of 6 Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design 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 Tables A or B as a function of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of "design sprinklers" specified in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water delivery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as appli- cable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be installed in accor- dance with this section: General Instructions Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprin- kler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions. Step A. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. (continued on Page 5) TFP400 Page 4 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Coverage Ordinary Temp. Rating Intermediate Temp. Rating Area (a) 155°F (68°C) 175°F (79°C) Minimum Deflector to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ceiling Type Ft. (m x m) GPM PSI GPM PSI (m) (L/min) (bar) (L/min) (bar) 12x12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 14x14 (4,3 x 4,3) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48) 4inches Beamed Recessed using Style 20 16x16 13 7.0 13 7.0 Ceilings per Escutcheon or 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D or 13R non-recessed per NFPA 13D, 13R, or 13 (2,4) 17 12.0 17 12.0 18 x1 8 (5,5 x ,5) (64,3) (0,83) (64,3) (0,83) 1-1/4 to 1-3/4 inches below bottom of 20 x 20 20 16.7 20 16.7 (6,1 x6,1) (75,7) (1,15) (75,7) (1,15) beam. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 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 under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure(b, c) Ordinary Temp. Rating _______________________ Intermediate Temp. Rating Minimum Coverage Area (a) Ft. x Ft. 155°F (68°C) 175°F (79°C) Deflector to Installation Spacing Flow Pressure Flow Pressure (m x m) Ceiling Type Ft. GPM PSI GPM PSI (m) (L/min) (bar) (L/min) (bar) 12x12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 14 X 14 (4,3 x 4,3) 14 (53,0) 8.2 (0,57) 14 (53,0) 8.2 (0,57) 4 inches Beamed Recessed using Style 20 16 x 16 15 9.4 15 9.4 Ceilings per Escutcheon or 8 non-recessed (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) NFPA 130 or13R per NFPA 13D, 13R, or 13 (2,4) 18x18 18 13.5 18 13.5 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1/4 to 1-3/4 inches below bottom of 20 x 20 21 18.4 21 18.4 (6,1 x6,1) (79,5) (1,27) (79,5) (1,27) beam. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM ([PM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP400 A. Page 5 of 6 Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFll Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO RAPID RESPONSE Series LFlI Residential Pendent and Recessed Pendent Sprinklers (1Y2234) must be maintained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in afire situation. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; other- wise, non-operation in the event of a fire or inadvertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e.g., N FPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assembly Specify: Series LFII (TY2234), K=4.9, Residential Pendent Sprinkler, (specify) temperature rating, (specify) finish, P/N (specify). 155°F (68°C) Natural Brass ..............P/N 51-201-1-155 Pure White (RAL 9010)*P/N 51-201-3-155 Signal White (RAL 9003) .....P/N 51-201-4-155 Chrome Plated .............P/N 51-201-9-155 175°F (79°C) Natural Brass ..............P/N 51-201-1-175 Pure White (RAL 9010)° ......P/N 51-201-3-175 Signal White (RAL 9003) .....P/N 51-201-4-175 Chrome Plated .............P/N 51-201-9-175 °Eastern Hemisphere sales only. Recessed Escutcheon Specify: Style 20 Recessed Escutcheon with (specify*) finish, P/N (specify*). *Refer to Technical Data Sheet TFP77O. Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TFP400 Page 6of6 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tyca TEFLON is trademark of The DuPont Corporation.