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Home My WebLink About5999 AVENIDA ENCINAS; 150; FPC2018-0179; PermitI LE Print Date: 10/24/2022 Permit No: FPC2018-0179 Job Address: 5999 AVENIDA ENCINAS, # 150, CARLSBAD, CA 92008-4443 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2101701400 Track #: Applied: 06/12/2018 Valuation: $15,000.00 Lot #: Issued: 06/19/2018 Occupancy Group: Project #: Finaled Close Out: 11/21/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Wong, Cindy Project Title: Description: USAOPOLY HIGH PILE STORAGE -IN RACK SPRINKLERS (111 HEADS) MODIFY OVERHEAD WET PIPE SYSTEM /ADD SPRINKLERS NEW MEZZANINE & RACKS Applicant: FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION AMERICAN AUTOMATIC FIRE SUPPRESSION INC INC JAZZMIN DEEKEN 9925 PROSPECT AVE, # STE B 9925 PROSPECT AVE, #B SANTEE, CA 92071 SANTEE, CA 92071 (619) 562-3010 (619) 562-3010 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 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 AMERICAN AUTOMATIC FIRE SUPPRESSION, INC. 9925 PROSPECT AVE. SUITE B SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR USAOPOLY HIGH PILE STORAGE 5999 AVENIDA ENCINAS CARLSBAD CA. 92008 DRAWING NUMBER: FS-03 DATE: MAY 25, 2018 -DESIGN DATA- REMOTE AREA NUMBER: AREA #1 REMOTE AREA LOCATION: OVERHEAD OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY DESIGN: .20 GPM AREA OF APPLICATION: 1500 S.F. COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: S.R. 8.0 K-FAC NUMBER OF SPRINKLERS CALCULATED: 12 HOSE-STREAM DEMAND: 500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 831.8 gpm FLOW AND PRESSURE (AT BOR) : 331.8 gpm 8 35.8 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CFD Test Date: 03-16-18 Test By: J. MAEL Location: EXISTING CITY HYDRANTS Static: 77 psi Residual: 25 psi Flow: 3650 gpm Source Elevation Relative to Finished Flow Level: -3 ft. INSTALLING CONTRACTOR Name: AMERICAN AUTOMATIC FIRE SUPPRESSION, INC. Address: 9925 PROSPECT AVE. SUITE B. 92071 Phone: 619-562-3010 Certification number: C-16 731167 NAME OF DESIGNER: NICK DESIGN 619-248-1732 AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT NOTES: (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD WATER SUPPLY ANALYSIS Static: 69.30 psi Resid: 22.50 psi Flow: 3650.0 gpm :ss 70.0 C lA 60.0 G A U G 50.0 E P 4C R E S 30.0 S U R 20.0 E p 10.0 S ± 0.0 -14.7 LEGEND Available pressure 66.27 psi 8 831.8 gpm J Required pressure 40.56 psi 8 831.8 gpm Avail. OnSite Demand Press. 66.27 psi @ 331.8 gpm I Req. OnSite Demand Press. 40.56 psi 8 331.8 gpm Source Supply Curve System Demand Curve Available at Source 80C12001600 2000 2400 2800 3200 3600 4000 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: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 69.3 22.5 3650.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 66.3 831.8 40.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 831.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 331.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 21.5 2 23.5 3 23.5 4 23.5 5 23.5 6 23.5 7 23.5 8 21.5 9 21.5 10 23.5 11 23.5 12 23.5 13 23.5 14 23.5 15 23.5 16 21.5 17 21.5 18 23.5 19 23.5 20 23.5 21 23.5 22 21.5 23 21.5 24 21.5 25 21.5 26 21.5 27 21.5 28 21.5 29 21.5 30 21.5 31 21.5 32 21.5 33 21.5 34 21.5 NODE TYPE PRESSURE DISCHARGE NOTES (PSI) (GPM) - -- - 16.9 - - - K= 8.00 11.9 27.6 K= 8.00 10.7 26.2 K= 8.00 10.6 26.0 K= 8.00 10.8 26.2 K= 8.00 12.1 27.8 - - - - 15.9 - - - - - - - 20.7 - - - - - - - 17.1 - - - K= 8.00 12.0 27.8 K= 8.00 10.9 26.4 K= 8.00 10.7 26.2 K= 8.00 10.9 26.4 K= 8.00 12.3 28.0 - - - - 16.1 - - - - - - - 20.7 - - - - - - - 17.9 - - - K= 8.00 15.7 31.7 K= 8.00 15.6 31.6 - - - - 16.3 - - - - - - - 17.0 - - - - - - - 20.9 - - - - - - - 19.1 - - - - - - - 21.3 - - - - - - - 20.1 - - - - - - - 21.8 - - - - - - - 20.9 - - - - - - - 22.2 - - - - - - - 21.4 - - - - - - - 22.4 - - - - - - - 21.8 - - - - - - - 22.7 - - - - - - - 23.1 - - - - - - - 23.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 21.5 - - - - 23.4 - - - 36 21.5 - - - - 23.3 - - - 37 21.5 - - - - 23.8 - - - 38 21.5 - - - - 23.5 - - - 39 21.5 - - - - 24.1 - - - 40 21.5 - - - - 23.7 - - - 41 21.5 - - - - 24.5 - - - 42 21.5 - - - - 23.9 - - - 43 21.5 - - - - 25.5 - - - SRC -3.0 SOURCE 40.6 331.8 45 21.5 - - - - 25.4 - - - 46 21.5 - - - - 24.1 - - - 47 21.5 - - - - 25.3 - - - 48 21.5 - - - - 24.5 - - - 49 21.5 - - - - 25.3 - - - 50 21.5 - - - - 24.6 - - - 51 21.5 - - - - 25.3 - - - 52 21.5 - - - - 24.6 - - - 53 21.5 - - - - 25.3 - - - 54 21.5 - - - - 24.6 - - - TOR 21.5 - - - - 26.2 - - - BOR 0.5 - - - - 35.8 - - - CHK -3.0 - - - - 38.1 - - - PIV -3.0 - - - - 38.1 - - - UG -3.0 - - - - 39.6 - - - A 23.5 - - - - 15.4 - - - B 23.5 - - - - 15.6 - - - C 23.5 - - - - 18.2 - - - D 23.5 - - - - 19.3 - - - E 23.5 - - - - 22.9 - - - F 23.5 - - - - 23.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 8.00 27.6 Disch 4.50 120 5.0 1 21.5 16.9 37.9 3 1.250 E: 3.0 9.00 0.9 2 23.5 11.9 65.4 1.380 T: 6.0 13.50 0.306 4.1 Pipe: 2 8.00 26.2 Disch 10.50 120 1.2 2 23.5 11.9 11.7 4 1.250 ---- 0.00 0.0 3 23.5 10.7 37.9 1.380 10.50 0.111 1.2 Pipe: 3 8.00 26.0 Disch 10.50 120 0.1 3 23.5 10.7 -14.3 5 1.250 ---- 0.00 0.0 4 23.5 10.6 11.7 1.380 10.50 0.013 0.1 Pipe: 4 8.00 26.0 Disch 10.50 120 0.2 5 23.5 10.8 -11.7 3 1.250 ---- 0.00 0.0 4 23.5 10.6 14.3 1.380 10.50 0.018 0.2 Pipe: 5 8.00 26.2 Disch 10.50 120 1.3 6 23.5 12.1 14.3 4 1.250 ---- 0.00 0.0 5 23.5 10.8 40.5 1.380 10.50 0.126 1.3 Pipe: 6 8.00 27.8 Disch 4.00 120 3.3 A 23.5 15.4 40.5 5 1.250 T: 6.0 6.00 0.0 6 23.5 12.1 68.3 1.380 10.00 0.332 3.3 Pipe: 7 0.0 68.3 6 6.50 120 0.5 7 23.5 15.9 -47.1 B 1.250 T: 6.0 6.00 0.0 A 23.5 15.4 21.3 1.380 12.50 0.038 0.5 Pipe: 8 0.0 0.0 89.50 120 4.8 8 21.5 20.7 21.3 A 1.250 2T:12.0 12.00 0.9 7 23.5 15.9 21.3 1.380 101.50 0.038 3.9 Pipe: 9 0.0 0.0 12.00 120 0.2 9 21.5 17.1 65.4 2 2.500 ---- 0.00 0.0 1 21.5 16.9 65.4 2.469 12.00 0.018 0.2 Pipe: 10 8.00 27.8 Disch 4.50 120 5.1 9 21.5 17.1 38.1 11 1.250 E: 3.0 9.00 0.9 10 23.5 12.0 65.8 1.380 T: 6.0 13.50 0.310 4.2 Pipe: 11 8.00 26.4 Disch 10.50 120 1.2 10 23.5 12.0 11.7 12 1.250 ---- 0.00 0.0 11 23.5 10.9 38.1 1.380 10.50 0.113 1.2 Pipe: 12 8.00 26.2 Disch 10.50 120 0.1 11 23.5 10.9 -14.5 13 1.250 ---- 0.00 0.0 12 23.5 10.7 11.7 1.380 10.50 0.013 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/25/2018CS\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 13 8.00 26.2 Disch 10.50 120 0.2 13 23.5 10.9 -11.7 11 1.250 ---- 0.00 0.0 12 23.5 10.7 14.5 1.380 10.50 0.019 0.2 Pipe: 14 8.00 26.4 Disch 10.50 120 1.3 14 23.5 12.3 14.5 12 1.250 ---- 0.00 0.0 13 23.5 10.9 40.9 1.380 10.50 0.128 1.3 Pipe: 15 8.00 28.0 Disch 4.00 120 3.4 B 23.5 15.6 40.9 13 1.250 T: 6.0 6.00 0.0 14 23.5 12.3 68.9 1.380 10.00 0.337 3.4 Pipe: 16 0.0 47.1 A 6.50 120 0.5 15 23.5 16.1 68.9 14 1.250 T: 6.0 6.00 0.0 B 23.5 15.6 20.9 1.380 12.50 0.037 0.5 Pipe: 17 0.0 0.0 89.50 120 4.6 16 21.5 20.7 20.9 B 1.250 2T:12.0 12.00 0.9 15 23.5 16.1 20.9 1.380 101.50 0.037 3.8 Pipe: 18 0.0 0.0 12.00 120 0.1 16 21.5 20.7 21.3 7 2.000 ---- 0.00 0.0 8 21.5 20.7 21.3 2.067 12.00 0.005 0.1 Pipe: 19 0.0 65.8 10 12.00 120 0.8 17 21.5 17.9 65.4 1 2.500 ---- 0.00 0.0 9 21.5 17.1 131.3 2.469 12.00 0.065 0.8 Pipe: 20 8.00 31.7 Disch 4.50 120 2.2 17 21.5 17.9 3.9 19 1.250 E: 3.0 9.00 0.9 18 23.5 15.7 35.6 1.380 T: 6.0 13.50 0.099 1.3 Pipe: 21 8.00 31.6 Disch 10.50 120 0.0 18 23.5 15.7 -27.7 20 1.250 ---- 0.00 0.0 19 23.5 15.6 3.9 1.380 10.50 0.002 0.0 Pipe: 22 8.00 31.6 Disch 10.50 120 0.7 20 23.5 16.3 -3.9 18 1.250 ---- 0.00 0.0 19 23.5 15.6 27.7 1.380 10.50 0.063 0.7 Pipe: 23 0.0 0.0 10.50 120 0.7 21 23.5 17.0 27.7 19 1.250 ---- 0.00 0.0 20 23.5 16.3 27.7 1.380 10.50 0.063 0.7 Pipe: 24 0.0 0.0 14.50 120 1.3 C 23.5 18.2 27.7 20 1.250 T: 6.0 6.00 0.0 21 23.5 17.0 27.7 1.380 20.50 0.063 1.3 Pipe: 25 0.0 95.1 B 95.50 120 2.7 22 21.5 20.9 27.7 21 1.250 3T:18.0 18.00 0.9 C 23.5 18.2 13.3 1.380 113.50 0.016 1.8 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SD-F JOB TITLE: USAOPOLY CALC OVERHEAD Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 21.3 8 12.00 120 0.2 22 21.5 20.9 20.9 15 2.000 ---- 0.00 0.0 16 21.5 20.7 42.2 2.067 12.00 0.019 0.2 Pipe: 27 0.0 35.6 18 12.00 120 1.2 23 21.5 19.1 131.3 9 2.500 ---- 0.00 0.0 17 21.5 17.9 166.8 2.469 12.00 0.102 1.2 Pipe: 28 0.0 166.8 17 50.50 120 0.2 D 23.5 19.3 -153.2 25 1.250 E: 3.0 15.00 -0.9 23 21.5 19.1 13.7 1.380 2T:12.0 65.50 0.017 1.1 Pipe: 29 0.0 109.5 C 95.50 120 2.0 24 21.5 21.3 13.7 23 1.250 3T:18.0 18.00 0.9 D 23.5 19.3 10.2 1.380 113.50 0.010 1.1 Pipe: 30 0.0 42.2 16 12.00 120 0.4 24 21.5 21.3 13.3 C 2.000 ---- 0.00 0.0 22 21.5 20.9 55.5 2.067 12.00 0.032 0.4 Pipe: 31 0.0 166.8 17 12.00 120 1.0 25 21.5 20.1 -13.7 D 2.500 ---- 0.00 0.0 23 21.5 19.1 153.2 2.469 12.00 0.087 1.0 Pipe: 32 0.0 153.2 23 50.50 120 2.8 E 23.5 22.9 -127.1 27 1.250 E: 3.0 15.00 -0.9 25 21.5 20.1 26.1 1.380 2T:12.0 65.50 0.056 3.7 Pipe: 33 0.0 65.7 24 95.50 120 1.1 E 23.5 22.9 -52.0 28 1.250 3T:18.0 18.00 -0.9 26 21.5 21.8 13.8 1.380 113.50 0.017 1.9 Pipe: 34 0.0 55.5 22 12.00 120 0.5 26 21.5 21.8 10.2 D 2.000 ---- 0.00 0.0 24 21.5 21.3 65.7 2.067 12.00 0.043 0.5 Pipe: 35 0.0 153.2 23 12.00 120 0.7 27 21.5 20.9 -26.1 E 2.500 ---- 0.00 0.0 25 21.5 20.1 127.1 2.469 12.00 0.062 0.7 Pipe: 36 0.0 127.1 25 50.50 120 2.1 F 23.5 23.0 -103.7 29 1.250 F: 3.0 15.00 -0.9 27 21.5 20.9 23.4 1.380 2T:12.0 65.50 0.046 3.0 Pipe: 37 0.0 52.0 26 95.50 120 0.8 F 23.5 23.0 -39.2 30 1.250 3T:18.0 18.00 -0.9 28 21.5 22.2 12.7 1.380 113.50 0.015 1.7 Pipe: 38 0.0 65.7 24 12.00 120 0.3 28 21.5 22.2 -13.8 F 2.000 ---- 0.00 0.0 26 21.5 21.8 52.0 2.067 12.00 0.028 0.3 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/25/2018CS\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 127.1 25 12.00 120 0.5 29 21.5 21.4 -23.4 F 2.500 ---- 0.00 0.0 27 21.5 20.9 103.7 2.469 12.00 0.042 0.5 Pipe: 40 0.0 103.7 27 148.00 120 1.0 30 21.5 22.4 -96.1 31 1.250 4T:24.0 24.00 0.0 29 21.5 21.4 7.7 1.380 172.00 0.006 1.0 Pipe: 41 0.0 52.0 26 12.00 120 0.2 30 21.5 22.4 -12.7 F 2.000 ---- 0.00 0.0 28 21.5 22.2 39.2 2.067 12.00 0.017 0.2 Pipe: 42 0.0 103.7 27 12.00 120 0.4 31 21.5 21.8 -7.7 30 2.500 ---- 0.00 0.0 29 21.5 21.4 96.1 2.469 12.00 0.037 0.4 Pipe: 43 0.0 96.1 29 148.00 120 0.8 32 21.5 22.7 -89.1 33 1.250 4T:24.0 24.00 0.0 31 21.5 21.8 7.0 1.380 172.00 0.005 0.8 Pipe: 44 0.0 39.2 28 12.00 120 0.3 32 21.5 22.7 7.7 29 2.000 ---- 0.00 0.0 30 21.5 22.4 46.9 2.067 12.00 0.023 0.3 Pipe: 45 0.0 96.1 29 27.00 120 1.2 33 21.5 23.1 -7.0 32 2.500 2E:12.0 12.00 0.0 31 21.5 21.8 89.1 2.469 39.00 0.032 1.2 Pipe: 46 0.0 53.8 32 164.00 120 0.1 33 21.5 23.1 -51.9 36 1.250 4T:24.0 24.00 0.0 34 21.5 23.0 1.9 1.380 188.00 0.000 0.1 Pipe: 47 0.0 46.9 30 11.00 120 0.3 34 21.5 23.0 7.0 31 2.000 ---- 0.00 0.0 32 21.5 22.7 53.8 2.067 11.00 0.030 0.3 Pipe: 48 0.0 1.9 34 10.00 120 0.3 35 21.5 23.4 89.1 31 2.500 ---- 0.00 0.0 33 21.5 23.1 91.0 2.469 10.00 0.033 0.3 Pipe: 49 0.0 51.9 34 164.00 120 0.1 35 21.5 23.4 -49.4 38 1.250 4T:24.0 24.00 0.0 36 21.5 23.3 2.5 1.380 188.00 0.001 0.1 Pipe: 50 0.0 53.8 32 10.00 120 0.3 36 21.5 23.3 -1.9 33 2.000 ---- 0.00 0.0 34 21.5 23.0 51.9 2.067 10.00 0.028 0.3 Pipe: 51 0.0 2.5 36 10.00 120 0.3 37 21.5 23.8 91.0 33 2.500 ---- 0.00 0.0 35 21.5 23.4 93.5 2.469 10.00 0.035 0.3 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 0.0 49.4 36 164.00 120 0.2 37 21.5 23.8 -46.1 40 1.250 4T:24.0 24.00 0.0 38 21.5 23.5 3.3 1.380 188.00 0.001 0.2 Pipe: 53 0.0 51.9 34 10.00 120 0.3 38 21.5 23.5 -2.5 35 2.000 ---- 0.00 0.0 36 21.5 23.3 49.4 2.067 10.00 0.026 0.3 Pipe: 54 0.0 3.3 38 10.00 120 0.4 39 21.5 24.1 93.5 35 2.500 ---- 0.00 0.0 37 21.5 23.8 96.8 2.469 10.00 0.037 0.4 Pipe: 55 0.0 46.1 38 164.00 120 0.4 39 21.5 24.1 -41.8 42 1.250 4T:24.0 24.00 P.O 40 21.5 23.7 4.3 1.380 188.00 0.002 0.4 Pipe: 56 0.0 49.4 36 10.00 120 0.2 40 21.5 23.7 -3.3 37 2.000 ---- 0.00 0.0 38 21.5 23.5 46.1 2.067 10.00 0.022 0.2 Pipe: 57 0.0 4.3 40 10.00 120 0.4 41 21.5 24.5 96.8 37 2.500 ---- 0.00 0.0 39 21.5 24.1 101.2 2.469 10.00 0.040 0.4 Pipe: 58 0.0 41.8 40 164.00 120 0.6 41 21.5 24.5 -36.3 46 1.250 4T:24.0 24.00 0.0 42 21.5 23.9 5.5 1.380 188.00 0.003 0.6 Pipe: 59 0.0 46.1 38 10.00 120 0.2 42 21.5 23.9 -4.3 39 2.000 ---- 0.00 0.0 40 21.5 23.7 41.8 2.067 10.00 0.019 0.2 Pipe: 60 0.0 5.5 42 9.00 120 0.9 43 21.5 25.5 101.2 39 2.500 T:12.0 12.00 0.0 41 21.5 24.5 106.7 2.469 21.00 0.045 0.9 Pipe: 61 0.0 27.8 47 1.00 120 0.1 43 21.5 25.5 8.5 46 2.500 T:12.0 12.00 0.0 45 21.5 25.4 36.3 2.469 13.00 0.006 0.1 Pipe: 62 0.0 36.3 42 164.00 120 1.3 45 21.5 25.4 -27.8 48 1.250 4T:24.0 24.00 0.0 46 21.5 24.1 8.5 1.380 188.00 0.007 1.3 Pipe: 63 0.0 41.8 40 10.00 120 0.1 46 21.5 24.1 -5.5 41 2.000 ---- 0.00 0.0 42 21.5 23.9 36.3 2.067 10.00 0.014 0.1 Pipe: 64 0.0 20.5 49 10.00 120 0.0 45 21.5 25.4 7.3 48 2.500 ---- 0.00 0.0 47 21.5 25.3 27.8 2.469 10.00 0.004 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 0.0 27.8 46 131.00 120 0.8 47 21.5 25.3 -20.5 50 1.250 4T:24.0 24.00 0.0 48 21.5 24.5 7.3 1.380 155.00 0.005 0.8 Pipe: 66 0.0 36.3 42 41.00 120 0.4 48 21.5 24.5 -8.5 45 2.000 2E:10.0 10.00 0.0 46 21.5 24.1 27.8 2.067 51.00 0.009 0.4 Pipe: 67 0.0 13.5 51 10.00 120 0.0 47 21.5 25.3 7.0 50 2.500 ---- 0.00 0.0 49 21.5 25.3 20.5 2.469 10.00 0.002 0.0 Pipe: 68 0.0 20.5 48 131.00 120 0.8 49 21.5 25.3 -13.5 52 1.250 4T:24.0 24.00 0.0 50 21.5 24.6 7.0 1.380 155.00 0.005 0.8 Pipe: 69 0.0 27.8 46 10.00 120 0.1 50 21.5 24.6 -7.3 47 2.000 ---- 0.00 0.0 48 21.5 24.5 20.5 2.067 10.00 0.005 0.1 Pipe: 70 0.0 6.7 53 10.00 120 0.0 49 21.5 25.3 6.8 52 2.500 ---- 0.00 0.0 51 21.5 25.3 13.5 2.469 10.00 0.001 0.0 Pipe: 71 0.0 13.5 50 131.00 120 0.7 51 21.5 25.3 -6.7 54 1.250 4T:24.0 24.00 0.0 52 21.5 24.6 6.8 1.380 155.00 0.005 0.7 Pipe: 72 0.0 20.5 48 10.00 120 0.0 52 21.5 24.6 -7.0 49 2.000 ---- 0.00 0.0 50 21.5 24.6 13.5 2.067 10.00 0.002 0.0 Pipe: 73 0.0 0.0 10.00 120 0.0 51 21.5 25.3 6.7 54 2.500 ---- 0.00 0.0 53 21.5 25.3 6.7 2.469 10.00 0.000 0.0 Pipe: 74 0.0 0.0 131.00 120 0.7 53 21.5 25.3 6.7 52 1.250 4T:24.0 24.00 0.0 54 21.5 24.6 6.7 1.380 155.00 0.005 0.7 Pipe: 75 0.0 13.5 50 9.00 120 0.0 54 21.5 24.6 -6.8 51 2.000 ---- 0.00 0.0 52 21.5 24.6 6.7 2.067 9.00 0.001 0.0 Pipe: 76 0.0 36.3 45 13.00 120 0.7 TOR 21.5 26.2 106.7 41 3.000 2E:14.0 14.00 0.0 43 21.5 25.5 142.9 3.068 27.00 0.027 0.7 Pipe: 77 0.0 188.9 F 21.00 120 9.6 BOR 0.5 35.8 142.9 43 4.000 ---- 0.00 9.1 TOR 21.5 26.2 331.8 4.260 21.00 0.026 0.5 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/25/2018C5\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 20.00 140 2.3 CHK -3.0 38.1 331.8 TOR 4.000 E:17.0 17.00 1.5 BOR 0.5 35.8 331.8 4.220 37.00 0.020 0.7 Pipe: 79 0.0 0.0 1.00 140 0.0 PIV -3.0 38.1 331.8 BOR 4.000 ---- 0.00 0.0 CHK -3.0 38.1 331.8 4.220 1.00 0.020 0.0 Pipe: 80 0.0 0.0 40.00 140 1.5 UG -3.0 39.6 331.8 CHK 4.000 T:34.0 34.00 0.0 PIV -3.0 38.1 331.8 4.220 74.00 0.020 1.5 Pipe: 81 Source 0.0 285.00 140 1.0 SRC -3.0 40.6 331.8 PIV 6.000 T:47.0 52.00 0.0 UG -3.0 39.6 331.8 6.280 G: 5.0 337.00 0.003 1.0 Pipe: 82 0.0 68.3 6 12.00 120 0.2 B 23.5 15.6 -21.3 7 2.000 ---- 0.00 0.0 A 23.5 15.4 47.1 2.157 12.00 0.019 0.2 Pipe: 83 0.0 47.1 A 13.00 120 2.6 C 23.5 18.2 68.9 14 2.000 4E:24.6 24.61 0.0 B 23.5 15.6 95.1 2.157 37.61 0.070 2.6 Pipe: 84 0.0 95.1 B 12.00 120 1.1 D 23.5 19.3 27.7 21 2.000 ---- 0.00 0.0 C 23.5 18.2 109.5 2.157 12.00 0.090 1.1 Pipe: 85 0.0 109.5 C 13.00 120 3.6 E 23.5 22.9 13.7 23 2.000 4E:24.6 24.61 0.0 D 23.5 19.3 112.9 2.157 37.61 0.096 3.6 Pipe: 86 0.0 112.9 D 12.00 120 0.1 F 23.5 23.0 26.1 25 4.000 ---- 0.00 0.0 E 23.5 22.9 152.8 4.260 12.00 0.006 0.1 Pipe: 87 0.0 152.8 E 165.00 120 3.2 TOR 21.5 26.2 23.4 27 4.000 3E:39.5 92.17 0.9 F 23.5 23.0 188.9 4.260 2T:52.7 257.17 0.009 2.3 NOTES (BASS) (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 50111768 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/25/2018CS\HRS SYSTEMS\HASS85\USAOPOLY CALC GRID MAIN 1500 PIV.SDF JOB TITLE: USAOPOLY CALC OVERHEAD The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.066 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.8 ft/sec at pipe 15. 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 65.36 psi with a flow of 958.02 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.157 6.15 12.31 3.69 13.54 7.38 1.23 12.31 12.31 12.31 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 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 Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 1 2 3 4 5 6 7 <1> '. _% t - I I I I I - I, 379 11. ) 7 <8> 8 65.4 21.3 65.4 <10> 10 11 12 ).( 13 4 5 <17> U 65.8 I' \S) 38 '1 11.7 14.5 X. 20.9 19> 131.3 <20> 18 19 20 21 2 35.6 )• 3 . ( 2.7 ( 27> 166.8 2: 31> 153.2 2 c 35> 127.1 (39> 103 42> / 9 6.1 <43> 3 7.0 45> 9.1 8 34 <46> z48> : / 91.0 4<1<16> <> 3 51> ) I20.9 <24>f 2.52 93.5 27.7 3 N'- 54> 333 ,$Ø 96.8 <55> 4 N ,-)V- 432.7 57> 101.2 /58 <60> 5.5 (-"; 7 <61> ( <62> .5 8 <64> 7.8 <65> 4 7.3 <81> <68> 331.8 <70> 7.0 L3.5 <71> 5, 6.8 <73> <74> 5 a 6 UGV .7 2 2 3 3 3 3 3 4 4 4 4 4 5 18> 21.3 26> 42.2 30> 55.5 34> 65.7 38> 52.0 Z41> 39.2 44> 46.9 47> 53.8 50> 51.9 53> 49.4 z56> 46.1 59> 41.8 63> 36.3 66> 27.8 (69> 20.5 (72> 13.5 (75> 6.7 * AMERICAN AUTOMATIC FIRE SUPPRESSION, INC. 9925 PROSPECT AVE. SUITE B SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR JSAOPOLY HIGH PILE STORAGE 5999 AVENIDA ENCINAS CARLSBAD CA. 92008 DRAWING NUMBER: FS-03 DATE: MAY 25, 2018 -DESIGN DATA- REMOTE AREA NUMBER: AREA #2 REMOTE AREA LOCATION: RACK 'C' OCCUPANCY CLASSIFICATION: IN-RACK STORAGE DESIGN: 60 GPM AREA OF APPLICATION: 6-HEADS COVERAGE PER SPRINKLER: 5' MAX. BETWEEN HEADS TYPE OF SPRINKLERS CALCULATED: ESFR 14k NUMBER OF SPRINKLERS CALCULATED: 6 HOSE-STREAM DEMAND: 500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 866.4 gpm FLOW AND PRESSURE (AT BOR) : 331.8 gpm 8 43.3 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CFD Test Date: 03-16-18 Test By: J. MAEL Location: EXISTING CITY HYDRANTS Static: 77 psi Residual: 25 psi Flow: 3650 gpm Source Elevation Relative to Finished Flow Level: -3 ft. INSTALLING CONTRACTOR Name: AMERICAN AUTOMATIC FIRE SUPPRESSION, INC. Address: 9925 PROSPECT AVE. SUITE B. 92071 Phone: 619-562-3010 Certification number: C-16 731167 NAME OF DESIGNER: NICK DESIGN 619-248-1732 AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT NOTES: (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK WATER SUPPLY ANALYSIS Static: 69.30 psi Resid: 22.50 Psi Flow: 3650.0 gpm 80.0 70.0 C 1A 60.0 G A U G 50.0 2A E P 40.0 R E S 30.0 S U R 20.0 E p 10.0 S I Iwo -14.7 LEGEND Source Supply Curve System Demand Curve Available at Source I Available pressure 66.03 psi @ 866.4 gpm I Required pressure 48.73 psi 8 866.4 gpm Avail. OnSite Demand Press. 66.03 psi 8 366.4 gpm J Req. OnSite Demand Press. 48.73 psi 8 366.4 gpm 80C12001600 2000 2400 2800 3200 3600 4000 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: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOE TITLE: USAOPOLY CALC IN-RACK NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 69.3 22.5 3650.0 66.0 866.4 48.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 866.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 366.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 21.5 - - - - 30.7 - - - 2 23.5 - - - - 29.8 - - - 3 23.5 - - - - 29.7 - - - 4 23.5 - - - - 29.7 - - - 5 23.5 - - - - 29.7 - - - 6 23.5 - - - - 29.6 - - - 7 23.5 - - - - 29.6 - - - 8 21.5 - - - - 30.6 - - - 9 21.5 - - - - 30.7 - - - 10 23.5 - - - - 29.8 - - - 11 23.5 - - - - 29.7 - - - 12 23.5 - - - - 29.7 - - - 13 23.5 - - - - 29.7 - - - 14 23.5 - - - - 29.6 - - - 15 23.5 - - - - 29.6 - - - 16 21.5 - - - - 30.6 - - - 17 21.5 - - - - 30.7 - - - 18 23.5 - - - - 29.8 - - - 19 23.5 - - - - 29.7 - - - 20 23.5 - - - - 29.6 - - - 21 23.5 - - - - 29.6 - - - 22 21.5 - - - - 30.7 - - - 23 21.5 - - - - 30.7 - - - 24 21.5 - - - - 30.7 - - - 25 21.5 - - - - 30.8 - - - 26 21.5 - - - - 30.7 - - - 27 21.5 - - - - 30.9 - - - 28 21.5 - - - - 30.9 - - - 29 21.5 - - - - 31.1 - - - 30 21.5 - - - - 31.1 - - - 31 21.5 - - - - 31.3 - - - 32 21.5 - - - - 31.4 - - - 33 21.5 - - - - 31.9 - - - 34 21.5 - - - - 31.6 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HA5585\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 21.5 - - - - 32.0 - - - 36 21.5 - - - - 31.8 - - 37 21.5 - - - - 32.2 - - - 38 21.5 - - - - 32.0 - - - 39 21.5 - - - - 32.4 - - - 40 21.5 - - - - 32.1 - - - 41 21.5 - - - - 32.7 - - - 42 21.5 - - - - 32.2 - - - 43 21.5 - - - - 33.2 - - - SRC -3.0 SOURCE 48.7 366.4 45 21.5 - - - - 33.1 - - - 46 21.5 - - - - 32.3 - - - 47 21.5 - - - - 33.1 - - - 48 21.5 - - - - 32.6 - - - 49 21.5 - - - - 33.1 - - - 50 21.5 - - - - 32.6 - - - 51 21.5 - - - - 33.1 - - - 52 21.5 - - - - 32.7 - - - 53 21.5 - - - - 33.1 - - - 54 21.5 - - - - 32.7 - - - TOR 21.5 - - - - 33.6 - - - BOR 0.5 - - - - 43.3 - - - CHK -3.0 - - - - 45.7 - - - PIV -3.0 - - - - 45.8 - - - UG -3.0 - - - - 47.6 - - - A 23.5 - - - - 29.6 - - - B 23.5 - - - - 29.6 - - - C 23.5 - - - - 29.4 - - - D 23.5 - - - - 29.3 - - - E 23.5 - - - - 28.4 - - - F 23.5 - - - - 28.5 - - - RK 23.5 - - - - 28.4 - - - BR 7.0 - - - - 33.2 - - - Ri 10.0 K=14.00 18.4 60.0 R2 10.0 K=14.00 18.4 60.1 R3 10.0 K=14.00 18.6 60.3 R4 10.0 K=14.00 18.9 60.9 R5 10.0 K=14.00 19.5 61.8 R6 10.0 K=14.00 20.4 63.2 R7 10.0 - - - - 27.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf,'ft. (Pf) Pipe: 1 0.0 0.0 4.50 120 0.9 1 21.5 30.7 5.9 3 1.250 E: 3.0 9.00 0.9 2 23.5 29.8 5.9 1.380 T: 6.0 13.50 0.004 0.0 Pipe: 2 0.0 0.0 10.50 120 0.0 2 23.5 29.8 5.9 4 1.250 ---- 0.00 0.0 3 23.5 29.7 5.9 1.380 10.50 0.004 0.0 Pipe: 3 0.0 0.0 10.50 120 0.0 3 23.5 29.7 5.9 5 1.250 ---- 0.00 0.0 4 23.5 29.7 5.9 1.380 10.50 0.004 0.0 Pipe: 4 0.0 0.0 10.50 120 0.0 4 23.5 29.7 5.9 6 1.250 ---- 0.00 0.0 5 23.5 29.7 5.9 1.380 10.50 0.004 0.0 Pipe: 5 0.0 0.0 10.50 120 0.0 5 23.5 29.7 5.9 A 1.250 ---- 0.00 0.0 6 23.5 29.6 5.9 1.380 10.50 0.004 0.0 Pipe: 6 0.0 9.7 B 4.00 120 0.0 6 23.5 29.6 -3.8 7 1.250 T: 6.0 6.00 0.0 A 23.5 29.6 5.9 1.380 10.00 0.004 0.0 Pipe: 7 0.0 9.7 B 6.50 120 0.0 7 23.5 29.6 -5.9 6 1.250 T: 6.0 6.00 0.0 A 23.5 29.6 3.8 1.380 12.50 0.002 0.0 Pipe: 8 0.0 0.0 89.50 120 1.0 8 21.5 30.6 3.8 A 1.250 2T:12.0 12.00 0.9 7 23.5 29.6 3.8 1.380 101.50 0.002 0.2 Pipe: 9 0.0 0.0 12.00 120 0.0 9 21.5 30.7 5.9 2 2.500 ---- 0.00 0.0 1 21.5 30.7 5.9 2.469 12.00 0.000 0.0 Pipe: 10 0.0 0.0 4.50 120 0.9 9 21.5 30.7 6.2 11 1.250 5: 3.0 9.00 0.9 10 23.5 29.8 6.2 1.380 T: 6.0 13.50 0.004 0.1 Pipe: 11 0.0 0.0 10.50 120 0.0 10 23.5 29.8 6.2 12 1.250 ---- 0.00 0.0 11 23.5 29.7 6.2 1.380 10.50 0.004 0.0 Pipe: 12 0.0 0.0 10.50 120 0.0 11 23.5 29.7 6.2 13 1.250 ---- 0.00 0.0 12 23.5 29.7 6.2 1.380 10.50 0.004 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HA5585\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: VSAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 10.50 120 0.0 12 23.5 29.7 6.2 14 1.250 ---- 0.00 0.0 13 23.5 29.7 6.2 1.380 10.50 0.004 0.0 Pipe: 14 0.0 0.0 10.50 120 0.0 13 23.5 29.7 6.2 B 1.250 ---- 0.00 0.0 14 23.5 29.6 6.2 1.380 10.50 0.004 0.0 Pipe: 15 0.0 19.8 C 4.00 120 0.0 14 23.5 29.6 -13.7 15 1.250 T: 6.0 6.00 0.0 B 23.5 29.6 6.2 1.380 10.00 0.004 0.0 Pipe: 16 0.0 19.8 C 6.50 120 0.0 15 23.5 29.6 -15.9 14 1.250 T: 6.0 6.00 0.0 B 23.5 29.6 4.0 1.380 12.50 0.002 0.0 Pipe: 17 0.0 0.0 89.50 120 1.0 16 21.5 30.6 4.0 B 1.250 2T:12.0 12.00 0.9 15 23.5 29.6 4.0 1.380 101.50 0.002 0.2 Pipe: 18 0.0 0.0 12.00 120 0.0 16 21.5 30.6 3.8 7 2.000 ---- 0.00 0.0 8 21.5 30.6 3.8 2.067 12.00 0.000 0.0 Pipe: 19 0.0 6.2 10 12.00 120 0.0 17 21.5 30.7 5.9 1 2.500 ---- 0.00 0.0 9 21.5 30.7 12.1 2.469 12.00 0.001 0.0 Pipe: 20 0.0 0.0 4.50 120 1.0 17 21.5 30.7 8.1 19 1.250 E: 3.0 9.00 0.9 18 23.5 29.8 8.1 1.380 T: 6.0 13.50 0.006 0.1 Pipe: 21 0.0 0.0 10.50 120 0.1 18 23.5 29.8 8.1 20 1.250 ---- 0.00 0.0 19 23.5 29.7 8.1 1.380 10.50 0.006 0.1 Pipe: 22 0.0 0.0 10.50 120 0.1 19 23.5 29.7 8.1 21 1.250 ---- 0.00 0.0 20 23.5 29.6 8.1 1.380 10.50 0.006 0.1 Pipe: 23 0.0 0.0 10.50 120 0.1 20 23.5 29.6 8.1 C 1.250 ---- 0.00 0.0 21 23.5 29.6 8.1 1.380 10.50 0.006 0.1 Pipe: 24 0.0 33.5D 14.50 120 0.1 21 23.5 29.6 -25.4 22 1.250 T: 6.0 6.00 0.0 C 23.5 29.4 8.1 1.380 20.50 0.006 0.1 Pipe: 25 0.0 33.5D 95.50 120 1.2 22 21.5 30.7 -27.9 21 1.250 3T:18.0 18.00 0.9 C 23.5 29.4 5.5 1.380 113.50 0.003 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/25/2018GN CAICS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOE TITLE: USAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 3.8 8 12.00 120 0.0 22 21.5 30.7 4.0 15 2.000 ---- 0.00 0.0 16 21.5 30.6 7.7 2.067 12.00 0.001 0.0 Pipe: 27 0.0 8.1 18 12.00 120 0.0 23 21.5 30.7 12.1 9 2.500 ---- 0.00 0.0 17 21.5 30.7 20.2 2.469 12.00 0.002 0.0 Pipe: 28 0.0 50.1 E 50.50 120 1.5 23 21.5 30.7 -40.3 24 1.250 E: 3.0 15.00 0.9 D 23.5 29.3 9.8 1.380 2T:12.0 65.50 0.009 0.6 Pipe: 29 0.0 50.1 E 95.50 120 1.4 24 21.5 30.7 -43.2 23 1.250 3T:18.0 18.00 0.9 D 23.5 29.3 6.9 1.380 113.50 0.005 0.5 Pipe: 30 0.0 7.7 16 12.00 120 0.0 24 21.5 30.7 5.5 C 2.000 ---- 0.00 0.0 22 21.5 30.7 13.2 2.067 12.00 0.002 0.0 Pipe: 31 0.0 9.8 D 12.00 120 0.1 25 21.5 30.8 20.2 17 2.500 ---- 0.00 0.0 23 21.5 30.7 30.0 2.469 12.00 0.004 0.1 Pipe: 32 0.0 78.0 RK 50.50 120 2.4 25 21.5 30.8 -61.8 26 1.250 H: 3.0 15.00 0.9 E 23.5 28.4 16.1 1.380 2T:12.0 65.50 0.023 1.5 Pipe: 33 0.0 78.0 RK 95.50 120 2.3 26 21.5 30.7 -66.2 25 1.250 3T:18.0 18.00 0.9 E 23.5 28.4 11.8 1.380 113.50 0.013 1.5 Pipe: 34 0.0 13.2 22 12.00 120 0.1 26 21.5 30.7 6.9 D 2.000 ---- 0.00 0.0 24 21.5 30.7 20.1 2.067 12.00 0.005 0.1 Pipe: 35 0.0 16.1 E 12.00 120 0.1 27 21.5 30.9 30.0 23 2.500 ---- 0.00 0.0 25 21.5 30.8 46.1 2.469 12.00 0.009 0.1 Pipe: 36 0.0 288.4 RK 50.50 120 2.4 27 21.5 30.9 -272.3 28 1.250 E: 3.0 15.00 0.9 F 23.5 28.5 16.1 1.380 2T:12.0 65.50 0.023 1.5 Pipe: 37 0.0 288.4 RK 95.50 120 2.3 28 21.5 30.9 -276.6 27 1.250 3T:18.0 18.00 0.9 F 23.5 28.5 11.8 1.380 113.50 0.013 1.5 Pipe: 38 0.0 20.1 24 12.00 120 0.1 28 21.5 30.9 11.8 E 2.000 ---- 0.00 0.0 26 21.5 30.7 31.8 2.067 12.00 0.011 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 16.1 F 12.00 120 0.2 29 21.5 31.1 46.1 25 2.500 ---- 0.00 0.0 27 21.5 30.9 62.2 2.469 12.00 0.016 0.2 Pipe: 40 0.0 62.2 27 148.00 120 0.0 30 21.5 31.1 -61.3 31 1.250 4T:24.0 24.00 0.0 29 21.5 31.1 0.9 1.380 172.00 0.000 0.0 Pipe: 41 0.0 31.8 26 12.00 120 0.2 30 21.5 31.1 11.8 F 2.000 ---- 0.00 0.0 28 21.5 30.9 43.7 2.067 12.00 0.020 0.2 Pipe: 42 0.0 62.2 27 12.00 120 0.2 31 21.5 31.3 -0.9 30 2.500 ---- 0.00 0.0 29 21.5 31.1 61.3 2.469 12.00 0.016 0.2 Pipe: 43 0.0 61.3 29 148.00 120 0.1 32 21.5 31.4 -59.4 33 1.250 4T:24.0 24.00 0.0 31 21.5 31.3 1.9 1.380 172.00 0.000 0.1 Pipe: 44 0.0 43.7 28 12.00 120 0.3 32 21.5 31.4 0.9 29 2.000 ---- 0.00 0.0 30 21.5 31.1 44.5 2.067 12.00 0.021 0.3 Pipe: 45 0.0 61.3 29 27.00 120 0.6 33 21.5 31.9 -1.9 32 2.500 2E:12.0 12.00 0.0 31 21.5 31.3 59.4 2.469 39.00 0.015 0.6 Pipe: 46 0.0 46.5 32 164.00 120 0.3 33 21.5 31.9 -43.0 36 1.250 4T:24.0 24.00 0.0 34 21.5 31.6 3.5 1.380 188.00 0.001 0.3 Pipe: 47 0.0 44.5 30 11.00 120 0.3 34 21.5 31.6 1.9 31 2.000 ---- 0.00 0.0 32 21.5 31.4 46.5 2.067 11.00 0.023 0.3 Pipe: 48 0.0 3.5 34 10.00 120 0.2 35 21.5 32.0 59.4 31 2.500 ---- 0.00 0.0 33 21.5 31.9 62.9 2.469 10.00 0.017 0.2 Pipe: 49 0.0 43.0 34 164.00 120 0.2 35 21.5 32.0 -39.6 38 1.250 4T:24.0 24.00 0.0 36 21.5 31.8 3.3 1.380 188.00 0.001 0.2 Pipe: 50 0.0 46.5 32 10.00 120 0.2 36 21.5 31.8 -3.5 33 2.000 ---- 0.00 0.0 34 21.5 31.6 43.0 2.067 10.00 0.020 0.2 Pipe: 51 0.0 3.3 36 10.00 120 0.2 37 21.5 32.2 62.9 33 2.500 ---- 0.00 0.0 35 21.5 32.0 66.3 2.469 10.00 0.018 0.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 52 0.0 39.6 36 164.00 120 0.2 37 21.5 32.2 -36.2 40 1.250 4T:24.0 24.00 0.0 38 21.5 32.0 3.4 1.380 188.00 0.001 0.2 Pipe: 53 0.0 43.0 34 10.00 120 0.2 38 21.5 32.0 -3.3 35 2.000 ---- 0.00 0.0 36 21.5 31.8 39.6 2.067 10.00 0.017 0.2 Pipe: 54 0.0 3.4 38 10.00 120 0.2 39 21.5 32.4 66.3 35 2.500 ---- 0.00 0.0 37 21.5 32.2 69.7 2.469 10.00 0.020 0.2 Pipe: 55 0.0 36.2 38 164.00 120 0.3 39 21.5 32.4 -32.4 42 1.250 4T:24.0 24.00 0.0 40 21.5 32.1 3.9 1.380 188.00 0.002 0.3 Pipe: 56 0.0 39.6 36 10.00 120 0.1 40 21.5 32.1 -3.4 37 2.000 ---- 0.00 0.0 38 21.5 32.0 36.2 2.067 10.00 0.014 0.1 Pipe: 57 0.0 3.9 40 10.00 120 0.2 41 21.5 32.7 69.7 37 2.500 ---- 0.00 0.0 39 21.5 32.4 73.5 2.469 10.00 0.022 0.2 Pipe: 58 0.0 32.4 40 164.00 120 0.4 41 21.5 32.7 -27.8 46 1.250 4T:24.0 24.00 0.0 42 21.5 32.2 4.5 1.380 188.00 0.002 0.4 Pipe: 59 0.0 36.2 38 10.00 120 0.1 42 21.5 32.2 -3.9 39 2.000 ---- 0.00 0.0 40 21.5 32.1 32.4 2.067 10.00 0.012 0.1 Pipe: 60 0.0 4.5 42 9.00 120 0.5 43, 21.5 33.2 73.5 39 2.500 T:12.0 12.00 0.0 41 21.5 32.7 78.1 2.469 21.00 0.025 0.5 Pipe: 61 0.0 21.3 47 1.00 120 0.0 43 21.5 33.2 6.5 46 2.500 T:12.0 12.00 0.0 45 21.5 33.1 27.8 2.469 13.00 0.004 0.0 Pipe: 62 0.0 27.8 42 164.00 120 0.8 45 21.5 33.1 -21.3 48 1.250 4T:24.0 24.00 0.0 46 21.5 32.3 6.5 1.380 188.00 0.004 0.8 Pipe: 63 0.0 32.4 40 10.00 120 0.1 46 21.5 32.3 -4.5 41 2.000 ---- 0.00 0.0 42 21.5 32.2 27.8 2.067 10.00 0.009 0.1 Pipe: 64 0..0 15.7 49 10.00 120 0.0 45 21.5 33.1 5.6 48 2.500 ---- 0.00 0.0 47 21.5 33.1 21.3 2.469 10.00 0.002 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 0.0 21.3 46 131.00 120 0.5 47 21.5 33.1 -15.7 50 1.250 4T:24.0 24.00 0.0 48 21.5 32.6 5.6 1.380 155.00 0.003 0.5 Pipe: 66 0.0 27.8 42 41.00 120 0.3 48 21.5 32.6 -6.5 45 2.000 2E:10.0 10.00 0.0 46 21.5 32.3 21.3 2.067 51.00 0.005 0.3 Pipe: 67 0.0 10.4 51 10.00 120 0.0 47 21.5 33.1 5.3 50 2.500 ---- 0.00 0.0 49 21.5 33.1 15.7 2.469 10.00 0.001 0.0 Pipe: 68 0.0 15.7 48 131.00 120 0.5 49 21.5 33.1 -10.4 52 1.250 4T:24.0 24.00 0.0 50 21.5 32.6 5.3 1.380 155.00 0.003 0.5 Pipe: 69 0.0 21.3 46 10.00 120 0.0 50 21.5 32.6 -5.6 47 2.000 ---- 0.00 0.0 48 21.5 32.6 15.7 2.067 10.00 0.003 0.0 Pipe: 70 0.0 5.2 53 10.00 120 0.0 49 21.5 33.1 5.2 52 2.500 ---- 0.00 0.0 51 21.5 33.1 10.4 2.469 10.00 0.001 0.0 Pipe: 71 0.0 10.4 50 131.00 120 0.4 51 21.5 33.1 -5.2 54 1.250 4T:24.0 24.00 0.0 52 21.5 32.7 5.2 1.380 155.00 0.003 0.4 Pipe: 72 0.0 15.7 48 10.00 120 0.0 52 21.5 32.7 -5.3 49 2.000 ---- 0.00 0.0 50 21.5 32.6 10.4 2.067 10.00 0.001 0.0 Pipe: 73 0.0 0.0 10.00 120 0.0 51 21.5 33.1 5.2 54 2.500 ---- 0.00 0.0 53 21.5 33.1 5.2 2.469 10.00 0.000 0.0 Pipe: 74 0.0 0.0 131.00 120 0.4 53 21.5 33.1 5.2 52 1.250 4T:24.0 24.00 0.0 54 21.5 32.7 5.2 1.380 155.00 0.003 0.4 Pipe: 75 0.0 10.4 50 9.00 120 0.0 54 21.5 32.7 -5.2 51 2.000 ---- 0.00 0.0 52 21.5 32.7 5.2 2.067 9.00 0.000 0.0 Pipe: 76 0.0 27.8 45 13.00 120 0.4 TOR 21.5 33.6 78.1 41 3.000 2E:14.0 14.00 0.0 43 21.5 33.2 105.9 3.068 27.00 0.015 0.4 Pipe: 77 0.0 260.5 F 21.00 120 9.7 BOR 0.5 43.3 105.9 43 4.000 ---- 0.00 9.1 TOR 21.5 33.6 366.4 4.260 21.00 0.031 0.6 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 78 0.0 0.0 20.00 140 2.4 CHK -3.0 45.7 366.4 TOR 4.000 E:17.0 17.00 1.5 BOR 0.5 43.3 366.4 4.220 37.00 0.024 0.9 Pipe: 79 0.0 0.0 1.00 140 0.0 PIV -3.0 45.8 366.4 BOR 4.000 ---- 0.00 0.0 CHK -3.0 45.7 366.4 4.220 1.00 0.024 0.0 Pipe: 80 0.0 0.0 40.00 140 1.8 UG -3.0 47.6 366.4 CHK 4.000 T:34.0 34.00 0.0 PIV -3.0 45.8 366.4 4.220 74.00 0.024 1.8 Pipe: 81 Source 0.0 285.00 140 1.2 SRC -3.0 48.7 366.4 Ply 6.000 T:47.0 52.00 0.0 UG -3.0 47.6 366.4 6.280 G: 5.0 337.00 0.003 1.2 Pipe: 82 0.0 19.8 C 12.00 120 0.0 A 23.5 29.6 -10.1 14 2.000 ---- 0.00 0.0 B 23.5 29.6 9.7 2.067 12.00 0.001 0.0 Pipe: 83 0.0 33.5D 13.00 120 0.2 B 23.5 29.6 -13.6 21 2.000 4E:20.0 20.00 0.0 C 23.5 29.4 19.8 2.067 33.00 0.005 0.2 Pipe: 84 0.0 50.1 E 12.00 120 0.1 C 23.5 29.4 -16.6 23 2.000 ---- 0.00 0.0 D 23.5 29.3 33.5 2.067 12.00 0.012 0.1 Pipe: 85 0.0 78.0 RK 13.00 120 0.9 D 23.5 29.3 -27.9 25 2.000 4E:20.0 20.00 0.0 E 23.5 28.4 50.1 2.067 33.00 0.026 0.9 Pipe: 86 0.0 366.4 BR 5.50 120 0.0 E 23.5 28.4 -288.4 F 4.000 ---- 0.00 0.0 RK 23.5 28.4 78.0 4.260 5.50 0.002 0.0 Pipe: 87 0.0 366.4 BR 6.50 120 0.1 F 23.5 28.5 -78.0 E 4.000 ---- 0.00 0.0 RK 23.5 28.4 288.4 4.260 6.50 0.020 0.1 Pipe: 88 0.0 288.4 RK 165.00 120 5.1 TOR 21.5 33.6 -27.9 27 4.000 3E:39.5 92.17 0.9 F 23.5 28.5 260.5 4.260 2T:52.7 257.17 0.016 4.2 Pipe: 89 14.00 60.0 Disch 4.00 120 0.0 R2 10.0 18.4 0.0 2.500 ---- 0.00 0.0 Ri 10.0 18.4 60.0 2.635 4.00 0.011 0.0 Pipe: 90 14.00 60.1 Disch 4.00 120 0.2 R3 10.0 18.6 60.0 Ri 2.500 ---- 0.00 0.0 R2 10.0 18.4 120.1 2.635 4.00 0.040 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) 14.00 60.3 Disch Pipe: 91 0.0 4.00 120 0.3 R4 10.0 18.9 120.1 R2 2.500 ---- 0.00 0.0 R3 10.0 18.6 180.4 2.635 4.00 0.086 0.3 Pipe: 92 14.00 60.9 Disch 4.00 120 0.6 R5 10.0 19.5 180.4 R3 2.500 ---- 0.00 0.0 R4 10.0 18.9 241.3 2.635 4.00 0.147 0.6 Pipe: 93 14.00 61.8 Disch 4.00 120 0.9 R6 10.0 20.4 241.3 R4 2.500 ---- 0.00 0.0 R5 10.0 19.5 303.1 2.635 4.00 0.224 0.9 Pipe: 94 14.00 63.2 Disch 4.50 120 6.7 R7 10.0 27.1 303.1 R5 2.500 T:16.5 16.47 0.0 R6 10.0 20.4 366.4 2.635 20.97 0.318 6.7 Pipe: 95 0.0 0.0 80.00 120 6.2 BR 7.0 33.2 366.4 R6 4.000 6E:79.0 79.00 1.3 R7 10.0 27.1 366.4 4.260 159.00 0.031 4.9 Pipe: 96 0.0 0.0 E:13.2 20.00 120 -4.8 RK 23.5 28.4 366.4 R7 4.000 T:26.3 55.30 -7.1 BR 7.0 33.2 366.4 4.260 3:15.8 75.30 0.031 2.3 NOTES (HASS) Calculations were performed by the BASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 50111768 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 0.002 gpm and a maximum imbalance at any node of 0.116 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.6 ft/sec at pipe 94. 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 65.53 psi with a flow of 935.01 gpm. Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/25/2018GN CALCS\HRS SYSTEMS\HASS85\USAOPOLY CALC RACK 14K PIV.SDF JOB TITLE: USAOPOLY CALC IN-RACK (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyVlv GatViv AimChk DPVlv NPTee 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEli ChkVlv BfyVlv GatViv AlmChk DPVlv Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT <1> t t 2 3 4 5 6 7 <8> 8 - I / 59 s, 5.• s,5 4 3.8 5.9 <io> 10 11 12 13 4 5 <17> 6.2 6.L 64 6.2 " 6.2 4.0 (19> 12.1 <20> 18 19 20 21 2 If 8.1 . ).! 8.? 27> 20.2 2 (31> 30.0 (35> 46.1 21 (39> 62.2 <40> 0.9 ( 42> 61.3 <43> 1.9 (45> 59.4 <46> 3' 48> 3.5 2.9 1142<16> 3 (51> a 4.0 <24> 3.3 66.3 8.1( I <52> V A a a (54> 69.7 9 16 1 391.8 57> 73.5 4 <60> 19 1 <61> 2 <62> .5 6 <64> /1// 1.3 Ifl <65> 5.6 <81> ///Xk <68> 5 366.4 5. 3 <70> 4 LO.4 <71> 4 I', 5.2 <73> 4 <74> 5 5.2 R7 V IF 1 2: 2 2 2 3 3 3 3 3 4 4 4 4 4 5 (18> 3.8 (26> 7.7 (30> 13.2 (34> 20.1 (38> 31.8 (41> 43.7 (44> 44.5 (47> 46.5 50> 43.0 (53> 39.6 (56> 36.2 (59> 32.4 63> 27.8 66> 21.3 (69> 15.7 (72> 10.4 (75> 5.2 tq cn Fire Protection Products Worldwide Contacts www.tyco-fire.com Series TY-B - 28, 56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers described in this technical data sheet are standard response, standard coverage decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, commer- cial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The recessed version of the Series TY-B Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation 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. Page 1 of 8 ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-B Pendent Sprinkler can be obtained by utilizing the Series TY-B Pendent Sprinkler in combination with the Model S2 Shield. LNOTICE The Series TY-B Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. Contract the installing contractor or product manufacturer with any questions. Sprinkler Identification Numbers (SINs) TY1151 - Upright 2.8K, 1/2" NPT TY1251 - Pendent 2.8K, 1/2-NPT TY3151 - Upright 5.61K, 1/2" NPT TY3251 - Pendent 5.6K, 1/2" NPT TY4151 - Upright 8.0K, 3/4-NPT 1Y4251 - Pendent 8.0K, 3I4' NPT 1Y4851 - Upright 8.01K, 1/2"NPT TY4951 - Pendent 8.0K, 1/2" NPT NOVEMBER 2014 TFPI5I UPRIGHT 1/2" NPT* UPRIGHT TFPI5I Page 2 of 8 1 - Frame 5 - Compression 2 - Button Screw 3 - Sealing 6 - Deflector* Assembly 7 - Bushing 4 - Bulb * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. CEILING PLATE SEATING SURFACE 2-1/4 L I f (57,2 mm) 2-3/16" 1-9/16" (55,6 mm) (39,7 mm) I H WRENCH FLATS - PENDENT CROSS SECTION FIGURE 1 SERIES TV-B UPRIGHT (TY115I) AND PENDENT (TY1251) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT STANDARD RESPONSE * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on ESCUTCHEON special request. PLATE SEATING SURFACE 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 7/16" 11,1 mm) MAKE-IN (55,6 mm) 2-3/16" I OMINAL I 2-3/16" (38,1 mm) (55,6 mm) I WRENCH FLATS PENDENT CROSS SECTION STYLE 10 1- 2-7/8' (73,0 mm) DIA. -.'- RECESSED ESCUTCHEON RECESSED PENDENT FIGURE 2 SERIES TV-B UPRIGHT (TV3151) AND PENDENT (TV3251) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT STANDARD RESPONSE TFPI5I Page 3 of 8 * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE _ _ _H NOMINAL _____ (58,7 mm) 1/2 _ (12,7 mm) 2-5/16 MAKE-IN I 2-1/4 16' $ (572 mrn) (39,7 mm) 3/4 NPT** t WRENCH STYLE 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT FIGURE 3 SERIES TV-B UPRIGHT (TY4151) AND PENDENT (TV4251) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT STANDARD RESPONSE ..- 2-7/8" (73,0 mm) DIA. -] CROSS SECTION CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 1 3 - Sealing 6 - Deflector* // T Assembly 4 - Bulb 2-1/4 _______ (57,2 mm) 1 * Temperature rating is 1-9/16 indicated on Deflector. (39,7 mm) 5 ** Pipe thread connections per ISO 7-1 can be 6* provided on special request. CROSS SECTION 1 7/16 (11,1 mm) NOMINAL 11I MAKE-IN I 2-3/16 M V 1/2 NPT** t WRENCH FLATS UPRIGHT PENDENT FIGURE 4 SERIES TV-B UPRIGHT (TY4851) AND PENDENT (TY4951) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT STANDARD RESPONSE TFPI5I Page 4 of 8 SPRINKLER FINISH (8) K SPRINKLER TEMPERATURE LIQUID BULB I I TYPE RATING COLOR NATURAL CHROME POLYESTER*** LEAD I WAX WAX-OVER-LEAD BRASS PLATED COATED1 COATED COATED 135°F (57°C) Orange 155°F(68°C) Red UPRIGHT 2.8 (TY1151) and 1, 2, 3 N/A 175°F (79°C) Yellow NPT PENDENT (TY1251) 200°F (93°C) Green 286°F (141°C) Figure 1 Blue 360°F(182°C) Mauve 1,2 135°F (57°C) Orange 155°F(68°C) Red UPRIGHT (TY3151) 1,2,3,5 1,2,3,5 and 175°F (79°C) Yellow 1, 2,3,4,5,6,7 1,2,3,5 200°F (93°C) PENDENT Green (TY3251) 286°F (141°C) Blue 1°°, 2°°, 3°°, 5°° 1°°, 2", 5** Figure 2 5.6 360°F (182°C) Mauve N/A 1/2 NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED 1,2,3,4,5 175°F (79°C) Yellow PENDENT (TY3251)° N/A 200°F (93°C) Figure 5 Green 286°F (141°C) Blue 1,2 135°F (57°C) Orange 155-F (68-C) Red UPRIGHT (TY4151) 1,2,3,5 1,2,5 and 17°F79°C 5 () Yellow 1, 2,3,4,5,6,7 1,2,5 200°F (93°C) PENDENT Green (TY4251) 286°F (141°C) Blue 1°°, 2", 3°°, 5°° 1°°, 2", 5** Figure 3 8.0 360°F (182°C) Mauve N/A 3/4" NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED 1,2,3,4,5 175°F (79°C) Yellow PENDENT (TY4251)* N/A 200°F (93°C) Figure 6 Green 286°F (1,41°C) Blue 1,2 135°F (57°C) Orange 155°F (68°C) Red UPRIGHT 8.0 (TY4851) and 1, 2,3,4,5,6 N/A 175°F (79°C) Yellow 200°F (93°C) Green NPT PENDENT (TY4951) 286°F (141°C) Blue Figure 4 360°F(182°C) Mauve Notes: Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Approved by FM Global (FM Approvals( Approved by the Loss Prevention Certification Board (LPCB Pet. No. 007k/03) Approved by the City of New York under MEA 354-01-E VdS Approved (For details contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05( Where Polyester Coated, Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion- Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10 (1/2- NPT) or Style 40 (3/4- NPT) 3/4Total Adjustment Recessed Escutcheon, as applicable 150°F (66°C) maximum ceiling temperature Frame and deflector only N/A - Not Applicable TABLE A SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFP15I Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME POLYESTER* LEAD WAX WAX-OVER-LEAD BRASS PLATED COATED COATED COATED 2.8 UPRIGHT (TY1151) 1/2" and 175 psi (12,1 bar) N/A NPT PENDENT (TY1251) UPRIGHT (TY3151) and 5.6 PENDENT (TY3251) 250 psi (17,2 bar) (a) 1/2' OR NPT 175 psi (12,1 bar) RECESSED PENDENT (TY3251) UPRIGHT (TY4151) and 175 psi (12,1 bar) 8.0 PENDENT (TY4251) 3/4- NPT RECESSED 175 psi (12,1 bar) N/A 8.0 UPRIGHT (TY4851) 1/2" and 175 psi (12,1 bar) NPT PENDENT (TY4951) Notes: a. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL), the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL), and the Approval by the City of New York. * Frame and deflector only N/A - Not Applicable TABLE B SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE Technical Data Approvals UL and C-UL Listed FM Approved LPCB Approved VdS Approved NYC Approved (Refer to Table A for complete ap- proval information, including corro- sion-resis-tant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K=2.8 gpm/p5i112 (40,3 1pm/bar112) K=5.6 gpm/psi12 (80,6 1pm/bar12) K=8.0 gpm/psi12 (115,2 1pm/bar12) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table C. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame .......................Bronze Button..................Brass/Copper Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb .........................Glass Compression Screw............Bronze Deflector.....................Copper Bushing (K=2.8) ...............Bronze Operation The glass bulb contains a fluid which 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 water to flow. Design Criteria TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers areintended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Global Loss Prevention Data Sheets). Only the Style 10 or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4' (19,1 mm) (15,9±6,4 mm) 2-1/4 DIA. 1/4 (6,4 mm) I - FACE OF MOUNTING (57,2 mm) SPRINKLER PLATE FITTING 1/8 il (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm TY-B 3/4" (19,1 mm) FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. I (73,0 mm) 3/4" (19,1 mm) 2-1/4" DIA. 1/4' (6,4 mm) (57,2 mm) MOUNTING P1 ATE 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES TY-B 1/8" (3,2 mm) ' 1-5/16" (33,3 mm) 13/16" (20,6 mm) FIGURE 6 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT TFPI5I Page 6 of 8 WRENCH RECESS (END "A" USED FOR 1/2' NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 7 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 8 W-TYPE 7 RECESSED SPRINKLER WRENCH Installation TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler 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 diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. 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). Obtain a leak-tight 3/4 inch NPT sprinkler joint by applying a minimum to maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. TFPI5I Page 7 of 8 Upright and Pendent Sprinklers The Series TY-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions: Note: Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 1. With pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 7). For wax-coated sprinklers, use an 8 or 10 inch adjustable wrench. With reference to Figures 1 through 4, the W-Type 7 Recessed Sprinkler Wrench or an adjustable wrench, as applicable, is to be applied to the sprinkler wrench flats. When installing wax-coated sprinklers with an adjustable wrench, exercise care to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment. Open the jaws of the wrench sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprinkler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating when- ever the coating has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1/8 inch diameter steel rod to the damaged areas of wax, to smooth it back over areas where bare metal is exposed. Ii'(•)tL1I Only retouching of the wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precau- tions need to be taken when handling the heated rod in order to prevent the installer from being burned. Recessed Pendent Sprinklers The Series TY-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step A. After installing the Style 10 or 40 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 8). With reference to Figure 3 or 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 10 or 40 Closure over the Series TY-B Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. Care and Maintenance TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers 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, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. 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 dust- ing with a feather duster; otherwise, non-operation in the event of a fire or inadvertent operation may result. Absence of an escutcheon, which is used to cover a clearance, may delay the time to sprinkler operation in a fire situation. 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 otherwise 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 dam- age 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. (Refer to Installation Section.) The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. PURE WHITE (RAL9010) * POLYESTER - SIGNAL WHITE (RAL9003) POLYESTER - JET BLACK (RAL9005) ** POLYESTER WAX COATED 6 286°F (141°C) MAX 7 T LEAD COATED WAX-OVER-LEAD 8 286°F (141°C) MAX 9 1 CHROME PLATED TFPI5I Page 8 of 8 TY1151 P/N 57 - XXX - X - XXX SPRINKLER FINISH SIN 1-1 NATURAL BRASS 2.81< UPRIGHT (1/2 NPT) 530 531 2.8K PENDENT (1/2" NPT) TY1251 570 5.61< UPRIGHT (1/2" NPT) TY3151 571 5.61< PENDENT (1/2" NPT) TY3251 590 8.0K UPRIGHT (3/4" NPT) TY4151 591 8.0K PENDENT (3/4" NPT) TY4251 560 8.OK UPRIGHT (1/2 NPT) TY4851 561 8.0K PENDENT (1/2" NPT) TY4951 Notes: Eastern Hemisphere sales only Available in only 8.01<, 155°F (68°C) or 200°F (93°C); requires lead time to manufacture Available only for 8.0 K-factor TY4151 and TY4251 for use in deluge systems ("OPEN" indicates sprinkler assembly without glass bulb, button, and sealing assembly) I TEMPERATURE RATING 135 135°F(57°C) 155 I 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) 360 360°F (182°C) 000 I OPEN*** TABLE C SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-B (specify SIN), (specify K-factor), (specify Upright or Pendent) Sprinkler with (specify) temperature rating, (specify) finish or coating, P/N (Refer to Table C) Recessed Escutcheon Specify: Style (10 or 40) Recessed Escutcheon with (specify) finish, P/N* * Refer to Technical Data Sheet TFP770 Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 Wax Sticks (for retouching wrench-damaged wax coating) Specify: (specify color, below) Colored Coded Wax Stick for retouching (specify temperature rating) temperature-rated Series TY-B Sprinklers, P/N (specify) Black for 135°F (57°C) ......P/N 56-065-1-135 Red for 155°F (68°C) .......P/N 56-065-1-155 Yellow for 175°F (79°C) .....P/N 56-065-1-175 Blue for 200'F (93°C) and 286°F (141°C) .........P/N 56-065-1-286 Note: Each wax stick is suitable for retouching up to 25 sprinklers. Note: The wax used for 286°F (141°C) sprinklers is the same as for 200°F (93°C) sprinklers, and, therefore, the 2860F(1410C) sprinkler is limited to the same maximum ceiling temperature as the 200°F (93°C) sprinkler (i.e., 150°F[660C]). GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqcri TEFLON Is trademark of the DuPont Corporation. Fire Protection Products tqccs Fire Protection Products Worldwide I www.tyco-fire.com Contacts Model ESFR-14 140 K-factor Pendent Sprinklers Early Suppression, Fast Response General Description TYCO Model ESFR-14, 14.0 K-factor, Pendent Sprinklers (TY6236) are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 14.0. They are suppression-mode sprinklers that are especially advan- tageous as a means of eliminating the use of in-rack sprinklers when protect- ing high-piled storage. Model ESFR-14 Sprinklers are primarily designed for protection of the following storage arrangements: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics some storage arrangements of rubber tires, roll paper, flammable liquids For more specific criteria, refer to Table A in this technical data sheet as well as the applicable design standard. LL.1tL'i The TYCO Model ESFR-14 Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any other authorities having jurisdiction (e.g., FM Approvals). Failure to do so may impair the perfor- mance of these devices. 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 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. Page 1 of 4 The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA, FM Approvals installation standard, or other applicable standard, must be ref- erenced to ensure applicability and to obtain complete installation guidelines. The general guidelines in this technical data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) 1Y6236 -Pendent, K=14.0 Technical Data Approvals UL and C-UL Listed FM Approved Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 3/4 inch NPT or ISO 7-R 3/4 Discharge Coefficient K=14.0 gpm/ps11/2 (201,6 pm/bar112) Temperature Ratings 155°F (68°C) 200°F (93°C) Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector ..........................Bronze Compression Screw .................Bronze Button .............................Brass Bulb (3 mm).........................Glass Sealing Assembly.. Beryllium Nickel w/TEFLON DECEMBER 2015 Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR- 14, 14.0 K-factor, Pendent Sprinklers (TY6236) can be used for quick reference. The National Fire Protection Associa- tion and FM Approvias provide instal- lation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines provided by NFPA and FM Global may differ; consequently, the appropriate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Approvals installation standard must be referenced to assure appli- cability and to obtain complete instal- lation guidelines, since the following general guidelines are not intended to provide complete installation criteria. TFP3I9 TFP3I9 Page 2 of 4 Components: 1 - Frame 2 - Deflector* 3 - Compression Screw 4 - Bulb 5 - Button 6 - Sealing Assembly * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 3/4 NPT** WRENCH 'I FLATS 1-1/2 (38,1 mm) - CENTERLINE THERMAL SENSING ELEMENT 1/2 2-3/8" (12,7 mm) II NOMINAL (60,3 mm) MAKE-IN 2 FIGURE 1 MODEL ESFR-14, 14.0 K-FACTOR, PENDENT SPRINKLER EARLY SUPPRESSION, FAST RESPONSE System Type Wet pipe Roof Construction Unobstructed or obstructed construc- tion; for example, smooth ceiling, bar joists, beam and girder, and so forth. Where the depths of solid structural members (e.g., beams and stem) exceed 12 inches (302 mm), install Model ESFR-14 Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 / FM Global 2-0 Maximum Spacing 12 ft (3,7 m) for building heights up to 30 ft (9,1 m) 10 ft (3,1 m) for building heights greater than 30 ft (9,1 m) Minimum Spacing 8 ft (2,4 m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA 13 Deflector-to-Ceiling Distance 6 to 14 inches (152 to 356 mm) FM Global 2-0 Consult FM Global guidelines for allow- able deflector-to-ceiling distances as well as thermal-sensing element-to- ceiling criteria. Operation The glass bulb contains a fluid which 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 water to flow. Installation TYCO Model ESFR-14 Pendent Sprin- klers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-14 Pendent Sprinkler only in the pendent position (Figure 1). Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Wrench-tighten the Model ESFR-14 Sprinkler using only the W-Type 34 Sprinkler Wrench (Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (Figure 1). Step 3. After installation, inspect the bulb of each Model ESFR-14 Sprinkler for damage. In particular, verify that the bulb is not cracked. Replace damaged sprinklers. "FITTING SIDE" TOWARD SPRINKLER FITTING WRENCH RECESS FIGURE 2 W-TYPE 34 SPRINKLER WRENCH TFP3I9 Page 3 of 4 Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Refer to NFPA 13 Refer to FM Global Single Double Multiple-Row, or Portable Rack Storage of Chapters 16 and 17 2-0 and 8-9 Class I-IV and Group A or B Plastics Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Chapter 12 Refer to FM Global 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Chapter 18 Refer to FM Global 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage Refer to NFPA 30 Refer to FM Global 7-29 (Refer to the Standard) Aerosol Storage Refer to NFPA 30B Refer to FM Global 7-31 (Refer to the Standard) Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE A MODEL ESFR-14 PENDENT SPRINKLERS COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW Care and Maintenance TYCO Model ESFR-14, 14.0 K-factor, Pendent Sprinklers (TY6236) 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, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. 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. Sprin- klers 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. (Refer to Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies Specify: Model ESFR-14 (TY6236), K=14.0, Pendent Sprinkler with (specify) temperature rating, Natural Brass, P/N (specify): 155°F (68°C)..................58-449-1-155 200°F (93°C) ................. 58-449-1 -200 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connections Specify: Model ESFR-14 (TY6236), K=14.0, Early Suppression, Fast Response Pendent Sprinkler with ISO 7-1 Thread Connection, (specify) temperature rating, Natural Brass, P/N (specify): 155°F (68°C)..................58-443-1-155 200°F (93°C) ................. 58-443-1 -200 Sprinkler Wrenches Specify: W-Type 34 Sprinkler Wrench P/N 56-462-1-001 TFP3I9 Page 4 of 4 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of the DuPont Corporation. Fire Protection Products FIER I 0 Li IQ Malleable Iron Threaded Pipe Unions Pressure - Temperature Ratings Temperature Pressure _____________ Class 150 Class 250 Class 300 (°F) (°C) psi bar psi bar psi bar -200 to 1500 -28.90 to 300 20.7 65.60 500 34.5 600 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 2500 121.10 225 15.5 405 27.9 505 34.8 3000 148.90 185 12.8 360 24.8 460 31.7 3500 176.7° 150 10.3 315 21.7 415 28.6 4000 204.40 110 7.6 270 18.6 370 25.5 4500 232.20 75 5.2 225 15.5 325 22.4 500° 260.0° - - 180 12.4 280 19.3 550° 287.80 - - 130 9.0 230 15.9 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450°F c®us APPROVED For Listings/Approval Details and Limitations, visit our website © www.anvilintl.com or contact an Anvil/AnvilStar Sales Representative. Malleable Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 150 Class 300 ___________ Sizes 'A-i" (6-25 mm) Sizes 11A-2" 1 (32-51 mm) Sizes 2'/2"3' (64-76 mm) (°F) ("C) psi bar psi bar psi bar psi bar -200 to 1500 -28.90 to 300 20.7 2,000 65.60 137.9 1,500 103.4 1,000 68.9 200° 93.3 265 18.3 1,785 123.1 1,350 93.1 910 62.7 250° 121.1 225 15.5 1,575 108.6 1,200 82.7 825 56.9 3000 148.9 185 12.8 1,360 93.8 1,050 72.4 735 50.7 3500 176.7 150 10.3 1,150 79.3 900 62.1 650 44.8 4000 204.4 - - 935 64.5 750 51.7 560 38.6 4500 232.2 - - 725 50.0 600 41.4 475 32.8 500° 260.0 - - 510 35.2 450 31.0 385 26.5 550° 287.8 - - 300 20.7 300 20.7 300 20.7 Anvil Class 150/300 Malleable Iron Fittings conform to ASME B16.3 and Unions conform to ASME B16.39. ALL ELBOWS & TEES /8" (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) wwwanvilintLcom TO COA The best sprinkler pipe in the industry! c®us LISTED APPROVED I;] 4 NFPA =' BULL MOOSE TUBE COMPANY •••' ' V I - - V I - ull Moose Tube® is a customer focused, L)growth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 <Irtsuuf!j, BULL MOOSE TUBE COMPANY 2 Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED <> APPROVED on 4 t NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDY PIPE® FAMILY. All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASTM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollings. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life. Sprinkler pipe inventory stocked in Masury, Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texas. All Bull Moose (black) sprinkler pipe includes our exclusive EDDY GUARD Il® MIC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. All information contained herein is accurate as known at the time of publication. Bull Moose Tubes reserves the right to change product specifications without notice and without incurring obligation. H H Bull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. c®us LISTED <> APPROVED no z4 ONFSA NFPA 4 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. ---- -- - I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1.315 1.097 1527 141 lbs/ft 1.820 91 - 1 1/4 [ 166OJ [i 9.91 _J [1.81 iffT [2 518 _J 61 i1I2 1900 1682 776 F209Ibs/ft 3053 1[ 6fj 2 - 2375]C 1P 4.223 ]fl 37 ] 2-1/2 2875 r 2.635 4 92 53ibs/fiT --5.8!4-3- 3 11 3 50ø 3 260 [ 3 54 1 E4 W1ftTJ I 7.957 Ii 19 I3 - 4 4.500 4.260 250 5.QIbs/ft 11.796 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE SIZE (IN) O.D. (IN) I.D. (IN) CRR** WEIGHT/FT WATER FILLED WEIGHT BUNDLE SIZE 1 1.315 1.049 100 168Ibs/ft 2.055 70 1 1-1/4 J[ 1.660 11380 ]öIJ[ Ift[2 918 ][ 51 11/2 1 900 - - 1 610 1.00 2.7f lbs/ft 3.662___ 44 -2 2.375 ] [_2 067 i] L 1.00 ] I Jftfl {T 5.114 j 30 1 21/2* 2875 2.468 100 0lbs/ff 7875 30 4* - 4.500 3JE 4026 _100 100 14080IbsTft 16316 19 j *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. co For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com ) Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com -...fr... .- .........../1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grande AZ Dallas, IX Masur OH BULL MOOSE TUBE COMRAI%JY 63017 FireLock® Outlet-I ® ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1'% through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Approved Date www.victaulic.com VIcTAULIC IS REGISTERED TRADEMARK or VIcTAULIC COMPANY. © 2009 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REV G Jtaulicr 10.532 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-T STYLE 922 DIMENSIONS MW 111 NMI uuf Nominal Size Oil_______ ±. • 1¼ 1h 13A6 1.30 1.83 1.10 3.87 2.56 1.0 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 34 1 3A6 1.28 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 13A6 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 65,0 0.54 11/2 ½ 1 3A6 1.42 1.95 1.22 4,08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 3/. 1 3/16 1.40 1.95 1.22 4.08 2.56 1.2 20 302 35.6 49.5 31.0 103.6 65.0 0.54 I 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 58.4 31.0 103.6 65.0 0.59 2 ½ 13/16 1.66 2.19 1.46 4.60 2.56 1.3 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3% 1 3A6 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 13/16 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 47.8 64.5 37.1 116.8 65.0 0.68 21/2 ½ 1 1.91 2.14 1.71 5.40 2.56 1.6 65 15 30.2 48.5 62.0 43.4 137.2 65.0 0.73 3% 13A6 1.89 2.44 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 1 13A6 2.13 2.79 1.71 5.40 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 112 1/16 1.91 2.44 1.71 5.50 2.56 1.6 76.1 mm X 15 30.2 48.5 62.0 43.4 139.7 65.0 0.73 3/4 1346 1.89 2.44 1.71 5.50 2.56 1.6 20 30.2 48.0 62.0 43.4 139.7 65.0 0.73 1 13/16 2.13 2.79 1.71 5.50 2.56 1.7 25 30.2 54.1 70.9 43.4 139.7 65.0 0.80 -f Victaulic female threaded products are designed to accommodate standard NFl or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 2 REV C IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-T STYLE 922 PERFORMANCE Hazen-Williams coefficient of friction is 120 www.victauIic.com \JtlUIiC VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. pry r 1052 FireLock® Outlet-T STYLE 922 INSTALLATION Reference should always be made to the -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com '.JtauIic 10.52 3355 REV G UPDATED 12/2009 vIcTAuLIc IS REGISTERED TRADEMARK OF vIcTAULIC COMPANY. © 2009 vlcTAuuc COMPANY. ALL RIGHTS RESERVED. 10.52 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER I thru 4 inch pipe LISTED FOR STEELJCPVC 112&3/4 Inch pipe S thru 8 inch pipe SIZE - ROD- 3/8" or 1/2" SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - C® Us USTED 203-EX 25511"- 8" Approval guide - 1"- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-l7lE, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-5 8 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. 11/09 NFPA 13 PIPE ROD I WT. 5 WT.*250 UL TEST LOAD 1 3/8 30.75 40375 750 11/4 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 634.75 750 21/2 3/8 118.35 841.75 850 3 1 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 _ 1/2 476.35 2631.75 2650 8 1/2 711.00 3805.00 4050 551 2IID P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER Restraint SIZE - One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - cus 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER. AFCON will NOT warrant against the failure of its products when used as combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 1/08 Not less than Wood Flooring Product Features "No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost Made in the U.S.A. 1/4" 8002957 GST 100 1/4 xl" 210 (7/16OSB) 25 125 1/4" 8003957 GST 200 1/4x2" 1760 (Fir) 25 125 114 004957 GST 300 1/4 x 3 2060 (Fir) 25 126.—] 318" 8006957 GST .75 1/4 x 3/4" 564 (314" Ply) 25 125 3/8" 8007957 GST 10 1/4 xl, 300 670 25 125 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 3/8" 8068925 GST 20-SS 1/4x2" 1760 (Fir) 850 25 125 1 3/8 8009925 GST 25-380 3/8 x 2.1/2 2113 (Fir) 1500 25 125 3/8 8010957 GST 30 1/4x3 20 #14 Black 60 (Fir) 1500 1475 25 - 125] Nut Driver 3/8" 8069925 GST 30-SS 1/4x3 2060 (Fir) 25 125 Part#8113910 3/8 8011925 GST4O 1/4x4 2180 (Fir) 25 125 J 3/8" 8012925 GST 60 1/4x6" 2230 (Fir) 25 125 1/2" 8013925 GST2 1/4x2 1760 _( 25 125 1 1/2" 8014925 GST 2.5-380 3/8 x 2-1/2" 2113 (Fir) 25 125 1/2 8015925 GST 3 1/4x3 2275 (Fir) 25 125 1/2" 8016925 GST 4 1/4x4" 2180 (Fir) 25 125 1/21 8017925 GST6 1/4x6 2230 (jr) 25 125 J #14SWRed Nut Driver Part #8114910 Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 3 1/2 x 12 pitch roof. • Reduces installation cost. "Allows 17° deflection from vertical. • Made in the U.S.A. 3/8" 8139957 SH-GST 20 1/4 L21 1257(u) 1050 1475 25 125 3/8" 8141957 SH-GST30 1/4x3" 1720 (Fir) 1500 1475 25 125 #14 Black Nut Driver SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-oft feature which provides a fast and safe installation each time. When the face of the driver comes into Part #8113910 contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. Not less than 2' nominal width (1-1/2') up to 3-1/2'pipe; not less than 3" (2-1/2") nominal width 4" & 5' pipe 4 I I Minimum 2-112" from bottom for branch lines. Minimum 3' from bottom for mainlines. Exception: This requirement shall not apply to 2 or thicker sailing strips resting on top of steel beams. Product Features 7ist I • No pre -drilling required. Floor "Quick to install using the Sammy I Nut Driver with an 18V cordless I drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. - #14 SW Red Nut Driver 11 ._.._891. SWG 100 1j.i .J)_....,...._J2k 1/4" 8019957 SWG 200 1/4x2" 1725 (Fir) 25 125 ET 3/8" 8020957 SWG 10 1/4x1 622 (Fir) 300 25 125 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 iT4 3/8" 8073925 SWG 20-SS 1/4x2 1725 (Fir) 850 25 125 .?. 3/8" 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 [ 3/8 8023925 SWG 30 1/4 x 3 i (Fir) 25 125 Part #8114910 - Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove The SAMMYS is now ready to receive 1/4", 3/8", 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #145 W red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purl/n steel. Ii1 Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4' 3/8" or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. ~Ew I LEN - - - ~ - SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations.