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Home My WebLink About2293 COSMOS CT; ; AS160079; Permit10/27/2020 AS 160079 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160079 Job Address: 2293 COSMOS CT Status: ISSUED Permit Type: SPRINK Applied 4/1/2016 Parcel No: 2130504500 Approved: 5/19/2016 Lot#: 0 Reference No.: Issued: 5/19/2016 PC#: Inspector: Project Title: SD HAT COMPANY RACKING SPRINKLERS Applicant: AMERICAN AUTOMATIC FIRE SUPPRESSION SUITE B 9510 PATHWAY STREET SANTEE CA 619-562-3010 - Owner: COSMOS PARTNERS L L C ATTN:DICK ORTWEIN 3184 AIRWAY AVE #H COSTA MESA CA Fees($) Add'I Fees ($) Total($) Balance($) 460.5 0 460.5 0 -·- 1 /1 HYDRAULIC CALCULATIONS FOR SD HAT COMPANY WAREHOUSE 2293 COSMOS CT. CARLSBAD, CA. 92009 DRAWING NUMBER: FS DATE: MAR 30, 2016 -DESIGN DATA- REMOTE AREA NUMBER: WAREHOUSE REMOTE AREA LOCATION: WAREHOUSE RACK OCCUPANCY CLASSIFICATION: HIGH PILE STORAGE DEMAND: .26 GPM OVERHEAD/ 15 PSI IN-RACK AREA OF APPLICATION: 3000 S.F.OVERHEAD + 6 IN-RACK HEADS COVERAGE PER SPRINKLER: 96 sq. ft. OVERHEAD SYSTEM TYPE OF SPRINKLERS CALCULATED: 8.0 UPRIGHT OVERHEAD/ 5.6 IN-RACK NUMBER OF SPRINKLERS CALCULATED: 32-OVERHEAD & 6-INRACK IN-RACK SPRINKLER DEMAND: 15 PSI MIN. HOSE-STREAM DEMAND: 500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 1447.6 gpm FLOW AND PRESSURE (AT BASE OF RISER): 947.6 gpm@ 49.4 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CARLSBAD FIRE Test Date: 03/21/16 Test By: J. MAEL Location: SITE HYDRANT Static: 134 psi Residual: 84 psi Flow: 3850 gpm Source Elevation Relative to Finished Floor Level: -3 ft. INSTALLING CONTRACTOR Name: AMERICAN AUTOMATIC FIRE Address: 9510 PATHWAY STREET, SANTEE, CA. 92071 Phone: 619-562-3010 Certification number: Cl6-731167 NAME OF DESIGNER: MIKE DORAZIO AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD NOTES: Calculations performed by HASS under license# 50111768 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HR~ SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT CO INRACK WATER SUPPLY ANALYSIS G A u G E p R E s s u R E p s i Static: 120.60 psi Resid: 75.60 psi Flow: 3850.0 gpm 140.0 -------------------------.. 84.0 2A I 2 , .... 4-it 56.0 28.0 B LEGEND 1 ■Available pressure 113.23 psi@ 1447.6 gpm 2 I Required pressure 74.07 psi@ 1447.6 gpm lA I Avail. OnSite Demand Press. I 113 . 2 3 psi @ 9 4 7 . 6 gpm 2A I Req. OnSi te Demand Press. 74.07 psi@ 947.6 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 0 • 0 111111111111111111 111•1 -• 11■1111111111111111111111111111111111111111111■11 I-1•111111111111111111111111111111111111111111111111 I-1•111 ll111111111111111111111111111111111111111111 -14.7 ................. _ ... __ ... ________________ .,. 80(12001600 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: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT CO INRACK NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 120.6 75.6 3850.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 1 22.5 2 25.0 3 25.0 4 25.0 5 25.0 6 25.0 7 25.0 8 25.0 9 25.0 10 25.0 11 23.5 12 22.5 13 25.0 14 25.0 15 25.0 16 25.0 17 25.0 1 8 25.0 19 25.0 20 25.0 21 25.0 22 23.5 23 22.5 24 25.0 25 25.0 26 25.0 27 25.0 28 25.0 29 25.0 30 25.0 31 25.0 32 25.0 33 23.5 34 22.5 AVAIL. PRESS. @ (PSI) 113. 2 1447.6 GPM 500.0 GPM 0.0 GPM 947.6 GPM PRESSURE (PSI) 34.7 15.0 13.6 12.7 12.1 11. 8 11. 6 11. 6 11. 6 11. 6 12.9 34.8 15.0 13.7 12.7 12.1 11. 8 11. 6 11. 6 11. 6 11. 7 13.0 34.9 15.1 13.8 12.8 12.2 11. 9 11. 7 11. 7 11. 7 11. 8 13.1 35.2 TOTAL DEMAND (GPM) 1447.6 DISCHARGE (GPM) REQ'D PRESS. (PSI) 74.1 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/30 I 2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 35 25.0 ----16.3 36 25.0 ----15.0 37 25.0 ----14.2 38 25.0 ----13.7 39 25.0 ----13.4 40 23.5 ----13.4 41 23.0 ----38.4 42 23.0 ----38.3 43 23.5 ----13.6 H2 26.5 K= 8.00 12.8 28.6 H3 26.5 K= 8.00 11. 6 27.2 H4 26.5 K= 8.00 10.8 26.2 HS 26.5 K= 8.00 10.2 25.6 H6 26.5 K= 8.00 9.9 25.2 H7 26.5 K= 8.00 9.8 25.0 H8 26.5 K= 8.00 9.7 25.0 H9 26.5 K= 8.00 9.7 25.0 Hl0 26.5 K= 8.00 9.8 25.0 H13 26.5 K= 8.00 12.8 28.6 H14 26.5 K= 8.00 11. 6 27.3 H15 26.5 K= 8.00 10.8 26.3 H16 26.5 K= 8.00 10.2 25.6 H17 26.5 K= 8.00 9.9 25.2 H18 26.5 K= 8.00 9.8 25.0 H19 26.5 K= 8.00 9.8 25.0 H20 26.5 K= 8.00 9.8 25.0 H21 26.5 K= 8.00 9.8 25.1 H24 26.5 K= 8.00 12.9 28.7 H25 26.5 K= 8.00 11. 7 27.4 H26 26.5 K= 8.00 10.9 26.4 H27 26.5 K= 8.00 10.3 25.7 H28 26.5 K= 8.00 10.0 25.3 H29 26.5 K= 8.00 9.9 25.2 H30 26.5 K= 8.00 9.9 25.1 H31 26.5 K= 8.00 9.9 25.1 H32 26.5 K= 8.00 9.9 25.2 H35 26.5 K= 8.00 14.0 29.9 H36 26.5 K= 8.00 12.8 28.7 H37 26.5 K= 8.00 12.1 27.8 H38 26.5 K= 8.00 11. 6 27.3 H39 26.5 K= 8.00 11. 4 27.0 TOR 23.0 ----39.2 RK 3.0 ----48.3 Rl 12.0 K= 5.60 7.2 15.1 R2 12.0 K= 5.60 7.4 15.3 R3 12.0 K= 5.60 8.1 16.0 R4 12.0 K= 5.60 9.7 17. 5 RS 12.0 K= 5.60 12.5 19.8 R6 12.0 K= 5.60 17.2 23.2 BR 12.0 36.8 TR 22.0 ----33.9 BOR 0.5 ----49.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT CO INRACK NODE ANALYSIS DATA NODE TAG BFl BF2 SRC ELEVATION (FT) 3.0 3.0 -3.0 NODE TYPE SOURCE PRESSURE (PSI) 49.6 64.6 74.1 DISCHARGE (GPM) 947.6 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3ho 12016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 28.6 H2 57.50 120 19.8 1 22.5 34.7 152.6 3 2.000 2T:24.0 24.00 -1.1 2 25.0 -15. 0 181.2 2.157 81.50 0.229 18.7 Pipe : 2 0.0 27.2 H3 8.00 120 1. 3 2 25.0 15.0 125.3 4 2.000 0.00 0.0 3 25.0 13.6 152.6 2.157 8.00 0.167 1. 3 Pipe: 3 0.0 26.2 H4 8.00 120 0.9 3 25.0 13.6 99.1 5 2.000 0.00 0.0 4 25.0 12.7 125.3 2.157 8.00 0 .116 0.9 Pipe: 4 0.0 25.6 HS 8.00 120 0.6 4 25.0 12.7 73.5 6 2.000 0.00 0.0 5 25.0 12.1 99.1 2.157 8.00 0.075 0.6 Pipe: 5 0.0 25.2 H6 8.00 120 0.3 5 25.0 12 .1 48.3 7 2.000 0.00 0.0 6 25.0 11. 8 73.5 2.157 8.00 0.043 0.3 Pipe: 6 0.0 25.0 H7 8.00 120 0.2 6 25.0 11. 8 23.3 8 2.000 0.00 0.0 7 25.0 11. 6 48.3 2.157 8.00 0.020 0.2 Pipe: 7 0.0 25.0 HS 8.00 120 0.0 7 25.0 11. 6 -1. 7 9 2.000 0.00 0.0 8 25.0 11. 6 23.3 2.157 8.00 0.005 0.0 Pipe: 8 0.0 25.0 HS 8.00 120 0.0 9 25.0 11. 6 -23.3 7 2.000 0.00 0.0 8 25.0 11. 6 1. 7 2.157 8.00 0.000 0.0 Pipe: 9 0.0 25.0 H9 8.00 120 0.1 10 25.0 11. 6 1. 7 8 2.000 0.00 0.0 9 25.0 11. 6 26.6 2.157 8.00 0.007 0.1 Pipe : 10 0.0 25.0 Hl0 5.50 120 1. 3 11 23.5 12.9 26.6 9 2.000 2T:24.0 24.00 -0.6 10 25.0 11. 6 51. 7 2.157 29.50 0.022 0.7 Pipe: 11 0.0 0.0 12.00 120 0.0 12 22.5 34.8 181.2 2 5.000 0.00 0.0 1 22.5 34.7 181.2 5.295 12 .00 0.003 0.0 Pipe: 12 0.0 28.6 H13 57.50 120 19.8 12 22.5 34.8 152 .6 14 2.000 N:12.0 24.00 -1.1 13 25.0 15.0 181.2 2.157 T:12.0 81.50 0.229 18.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ ft. (Pf) Pipe: 13 0.0 27.3 H14 8.00 120 1. 3 13 25.0 15.0 125.3 15 2.000 0.00 0.0 14 25.0 13.7 152.6 2.157 8.00 0.167 1. 3 Pipe: 14 0.0 26.3 H15 8.00 120 0.9 14 25.0 13.7 99.0 16 2.000 0.00 0.0 15 25.0 12.7 125.3 2.157 8.00 0.116 0.9 Pipe: 15 0.0 25.6 H16 8.00 120 0.6 15 25.0 12.7 73.4 17 2.000 0.00 0.0 16 25.0 12.1 99.0 2.157 8.00 0.075 0.6 Pipe: 16 0.0 25.2 H17 8.00 120 0.3 16 25.0 12.1 48.2 18 2.000 0.00 0.0 17 25.0 11. 8 73.4 2.157 8.00 0.043 0.3 Pipe: 17 0.0 25.0 Hl8 8.00 120 0.2 17 25.0 11. 8 23.1 19 2.000 0.00 0.0 18 25.0 11. 6 48.2 2.157 8.00 0.020 0.2 Pipe: 18 0.0 25.0 H19 8.00 120 0.0 18 25.0 11. 6 -1. 9 20 2.000 0.00 0.0 19 25.0 11. 6 23.1 2.157 8.00 0.005 0.0 Pipe: 19 0.0 25.0 H19 8.00 120 0.0 20 25.0 11. 6 -23.1 18 2.000 0.00 0.0 19 25.0 11. 6 1. 9 2.157 8.00 0.000 0.0 Pipe: 20 0.0 25.0 H20 8.00 120 0.1 21 25.0 11. 7 1. 9 19 2.000 0.00 0.0 20 25.0 11. 6 26.8 2.157 8.00 0.007 0.1 Pipe: 21 0.0 25.1 H21 5.50 120 1. 3 22 23.5 13.0 26.8 20 2.000 N:12.0 24.00 -0.6 21 25.0 11. 7 51. 9 2.157 T:12.0 29.50 0.023 0.7 Pipe: 22 0.0 0.0 12.00 120 0.0 22 23.5 13.0 51. 7 10 3.000 0.00 0.0 11 23.5 12.9 51. 7 3.260 12.00 0.003 0.0 Pipe: 23 0.0 181.2 13 12.00 120 0.1 23 22.5 34.9 181.2 1 5.000 0.00 0.0 12 22.5 34.8 362.4 5.295 12.00 0.010 0.1 Pipe: 24 0.0 28.7 H24 57.50 120 19.8 23 22.5 34.9 152.6 25 2.000 N:12.0 24.00 -1.1 24 25.0 15.1 181.4 2.157 T:12.0 81.50 0.230 18.7 Pipe: 25 0.0 27.4 H25 8.00 120 1. 3 24 25.0 15.1 125.2 26 2.000 0.00 0.0 25 25.0 13.8 152.6 2.157 8.00 0.167 1. 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3i30 /2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 26.4 H26 8.00 120 0. 9 25 25.0 13.8 98.8 27 2.000 0.00 0.0 26 25.0 12.8 125.2 2.157 8.00 0 .116 0.9 Pipe: 27 0.0 25.7 H27 8.00 120 0.6 26 25.0 12.8 73.1 28 2.000 0.00 0.0 27 25.0 12.2 98.8 2.157 8.00 0.075 0.6 Pipe: 28 0.0 25.3 H28 8.00 120 0.3 27 25.0 12.2 47.8 29 2.000 0.00 0.0 28 25.0 11. 9 73.1 2.157 8.00 0.043 0.3 Pipe: 29 0.0 25.2 H29 8.00 120 0.2 28 25.0 11. 9 22.6 30 2.000 0.00 0.0 29 25.0 11. 7 47.8 2.157 8.00 0.019 0.2 Pipe: 30 0.0 25.1 H30 8.00 120 0.0 29 25.0 11. 7 -2.5 31 2.000 0.00 0.0 30 25.0 11. 7 22.6 2.157 8.00 0.005 0.0 Pipe: 31 0.0 25.1 H30 8.00 120 0.0 31 25.0 11. 7 -22.6 29 2.000 0.00 0.0 30 25.0 11. 7 2.5 2.157 8.00 0.000 0.0 Pipe: 32 0.0 25.1 H31 8.00 120 0.1 32 25.0 11. 8 2.5 30 2.000 0.00 0.0 31 25.0 11. 7 27.6 2.157 8.00 0.007 0.1 Pipe: 33 0.0 25.2 H32 5.50 120 1. 3 33 23.5 13.1 27.6 31 2.000 N:12.0 24.00 -0.6 32 25.0 11. 8 52.8 2.157 T:12.0 29.50 0.023 0.7 Pipe: 34 0.0 51. 7 11 12.00 120 0.1 33 23.5 13.1 51. 9 21 3.000 0.00 0.0 22 23.5 13.0 103.6 3.260 12.00 0.011 0.1 Pipe: 35 0.0 181.4 24 12.00 120 0.3 34 22.5 35.2 362.4 12 5.000 0.00 0.0 23 22.5 34.9 543.7 5.295 12.00 0.022 0.3 Pipe: 36 0.0 29.9 H35 57.50 120 18.9 34 22.5 35.2 146.7 36 2.000 2T:24.0 24.00 -1.1 35 25.0 16.3 176.6 2.157 81.50 0.219 17.8 Pipe: 37 0.0 28.7 H36 8.00 120 1. 2 35 25.0 16.3 118. 0 37 2.000 0.00 0.0 36 25.0 15.0 146 .7 2.157 8.00 0.155 1. 2 Pipe: 38 0.0 27.8 H37 8.00 120 0.8 36 25.0 15.0 90.2 38 2.000 0.00 0.0 37 25.0 14.2 118. 0 2.157 8.00 0.104 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3iJ0/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ ft. (Pf) Pipe: 39 0.0 27.3 H38 8.00 120 0.5 37 25.0 14.2 62.9 39 2.000 0.00 0.0 38 25.0 13.7 90.2 2.157 8.00 0.063 0.5 Pipe: 40 0.0 27.0 H39 8.00 120 0.3 38 25.0 13.7 35.8 40 2.000 0.00 0.0 39 25.0 13.4 62.9 2.157 8.00 0.032 0.3 Pipe: 41 0.0 156.4 33 37.50 120 0.1 39 25.0 13.4 -120.5 43 2.000 2T:24.0 24.00 0.6 40 23.5 13.4 35.8 2.157 61.50 0. 011 0.7 Pipe: 42 0.0 103.6 22 12.00 120 0.3 40 23.5 13.4 52.8 32 3.000 0.00 0.0 33 23.5 13.1 156.4 3.260 12.00 0.023 0.3 Pipe: 43 0.0 176.6 35 63.00 120 3.2 41 23.0 38.4 543.7 23 5.000 2E:30.0 30.00 0.2 34 22.5 35.2 720.3 5.295 93.00 0.037 3.5 Pipe: 44 0.0 0.0 3.50 120 0.0 41 23.0 38.4 120.5 43 5.000 T:32.0 32.00 0.0 42 23.0 38.3 120.5 5.295 35.50 0.001 0.0 Pipe: 45 0.0 0.0 180.00 120 24.8 42 23.0 38.3 120 .5 40 2.000 4T:48.0 48.00 -0.2 43 23.5 13.6 120.5 2.157 228.00 0.108 24.6 Pipe: 46 0.0 156.4 33 12.00 120 0.2 43 23.5 13.6 -35.8 39 3.000 0.00 0.0 40 23.5 13.4 120.5 3.260 12.00 0.014 0.2 Pipe: 47 0.0 120.5 42 22.50 120 0.8 TOR 23.0 39.2 720. 3 34 6.000 E:18.0 18.00 0.0 41 23.0 38.4 840.8 6.357 40.50 0.020 0.8 Pipe: 48 0.0 0.0 20.00 120 9.1 RK 3.0 48.3 840.8 41 6.000 0.00 -8.7 TOR 23.0 39.2 840.8 6.357 20.00 0.020 0.4 Pipe: 49 0.0 106.8 TR 2.50 120 1.1 BOR 0.5 49.4 840.8 TOR 6.000 0.00 -1.1 RK 3.0 48.3 947.7 6.357 2.50 0.025 0.1 Pipe: 50 0.0 0.0 20.00 140 0.2 BFl 3.0 49.6 947.7 RK 6.000 2E:44.0 44.00 1.1 BOR 0.5 49.4 947.7 6.280 64.00 0.020 1. 3 Pipe: 51 0.0 Fixed Pressure Loss Device BF2 3.0 64.6 947.7 BOR 15.0 psi, 947.7 gpm BFl 3.0 49.6 947.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 Source 0.0 3E:66.0 220.00 140 9.4 SRC -3.0 74.1 947.6 BFl 6.000 T:47.0 118.00 -2.6 BF2 3.0 64.6 947.6 6.280 G: 5.0 338.00 0.020 6.8 Pipe: 53 5.60 15.1 Disch 12.00 120 0.2 R2 12.0 7.4 0.0 1.250 0.00 0.0 Rl 12.0 7.2 15.1 1.442 12.00 0.016 0.2 Pipe: 54 5.60 15.3 Disch 12.00 120 0.7 R3 12.0 8.1 15.1 Rl 1.250 0.00 0.0 R2 12.0 7.4 30.3 1.442 12.00 0.060 0.7 Pipe: 55 5.60 16.0 Disch 12.00 120 1. 6 R4 12.0 9.7 30.3 R2 1.250 0.00 0.0 R3 12.0 8.1 46.3 1.442 12.00 0.131 1. 6 Pipe: 56 5.60 17.5 Disch 12.00 120 2.8 RS 12.0 12.5 46.3 R3 1.250 0.00 0.0 R4 12.0 9.7 63.8 1.442 12.00 0.236 2.8 Pipe: 57 5.60 19.8 Disch 12.00 120 4.7 R6 12.0 17.2 63.8 R4 1.250 0.00 0.0 RS 12.0 12.5 83.6 1.442 12.00 0.389 4.7 Pipe: 58 5.60 23.2 Disch 20.00 120 19.6 BR 12.0 36.8 83.6 RS 1.250 E: 4.0 12.00 0.0 R6 12.0 17.2 106.8 1.442 T: 8.0 32.00 0.613 19.6 Pipe: 59 0.0 0.0 10.00 120 3.0 TR 22.0 33.9 106.8 R6 2.000 E: 6.0 6.00 4.3 BR 12.0 36.8 106.8 2.157 16.00 0.086 1. 4 Pipe: 60 0.0 0.0 4E:32.0 140.00 120 14.4 RK 3.0 48.3 106.8 BR 2.500 T:17.0 50.00 -8.2 TR 22.0 33.9 106.8 2.635 G: 1.0 190.00 0.033 6.2 Pipe: 61 8.00 28.6 Disch 1. 50 120 2.2 2 25.0 15.0 0.0 1.000 T: 6.0 6.00 -0.6 H2 26.5 12.8 28.6 1.097 7.50 0.203 1. 5 Pipe: 62 8.00 27.2 Disch 1. 50 120 2.0 3 25.0 13.6 0.0 1.000 T: 6.0 6.00 -0.6 H3 26.5 11. 6 27.2 1.097 7.50 0.185 1. 4 Pipe: 63 8.00 26.2 Disch 1. 50 120 1. 9 4 25.0 12.7 0.0 1.000 T: 6.0 6.00 -0.6 H4 26.5 10.8 26.2 1.097 7.50 0.173 1. 3 Pipe: 64 8.00 25.6 Disch 1. 50 120 1. 9 5 25.0 12.1 0.0 1.000 T: 6.0 6.00 -0.6 HS 26.5 10.2 25.6 1.097 7.50 0.165 1. 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ ft. (Pf) Pipe: 65 8.00 25.2 Disch 1. 50 120 1. 9 6 25.0 11. 8 0.0 1.000 T: 6.0 6.00 -0.6 H6 26.5 9.9 25.2 1.097 7.50 0.160 1. 2 Pipe: 66 8.00 25.0 Disch 1. 50 120 1. 8 7 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 H7 26.5 9.8 25.0 1.097 7.50 0.158 1. 2 Pipe: 67 8.00 25.0 Disch 1. 50 120 1. 8 8 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 HS 26.5 9.7 25.0 1.097 7.50 0.158 1. 2 Pipe: 68 8.00 25.0 Disch 1. 50 120 1. 8 9 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 H9 26.5 9.7 25.0 1.097 7.50 0.158 1. 2 Pipe: 69 8.00 25.0 Disch 1. 50 120 1. 8 10 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 Hl0 26.5 9.8 25.0 1.097 7.50 0.158 1. 2 Pipe: 70 8.00 28.6 Disch 1. 50 120 2.2 13 25.0 15.0 0.0 1.000 T: 6.0 6.00 -0.6 H13 26.5 12.8 28.6 1.097 7.50 0.203 1. 5 Pipe: 71 8.00 27.3 Disch 1. 50 120 2.0 14 25.0 13.7 0.0 1.000 T: 6.0 6.00 -0.6 H14 26.5 11. 6 27.3 1.097 7.50 0.186 1. 4 Pipe: 72 8.00 26.3 Disch 1. 50 120 2.0 15 25.0 12.7 0.0 1.000 T: 6.0 6.00 -0.6 H15 26.5 10.8 26.3 1.097 7.50 0.173 1. 3 Pipe: 73 8.00 25.6 Disch 1. 50 120 1. 9 16 25.0 12.1 0.0 1.000 T: 6.0 6.00 -0.6 H16 26.5 10.2 25.6 1.097 7.50 0.165 1. 2 Pipe: 74 8.00 25.2 Disch 1. 50 120 1. 9 17 25.0 11. 8 0.0 1.000 T: 6.0 6.00 -0.6 H17 26.5 9.9 25.2 1.097 7.50 0.161 1. 2 Pipe: 75 8.00 25.0 Disch 1. 50 120 1. 8 18 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 H18 26.5 9.8 25.0 1.097 7.50 0.159 1. 2 Pipe: 76 8.00 25.0 Disch 1. 50 120 1. 8 19 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 H19 26.5 9.8 25.0 1.097 7.50 0.158 1. 2 Pipe: 77 8.00 25.0 Disch 1. 50 120 1. 8 20 25.0 11. 6 0.0 1.000 T: 6.0 6.00 -0.6 H20 26.5 9.8 25.0 1.097 7.50 0.158 1. 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DA.TE: 3h0/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ ft. (Pf) Pipe: 78 8.00 25.1 Disch 1. 50 120 1. 8 21 25.0 11. 7 0.0 1.000 T: 6.0 6.00 -0.6 H21 26.5 9.8 25.1 1.097 7.50 0.159 1. 2 Pipe: 79 8.00 28.7 Disch 1. 50 120 2.2 24 25.0 15.1 0.0 1.000 T: 6.0 6.00 -0.6 H24 26.5 12.9 28.7 1.097 7.50 0.205 1. 5 Pipe: 80 8.00 27.4 Disch 1. 50 120 2.1 25 25.0 13.8 0.0 1.000 T: 6.0 6.00 -0.6 H25 26.5 11. 7 27.4 1.097 7.50 0.187 1. 4 Pipe: 81 8.00 26.4 Disch 1. 50 120 2.0 26 25.0 12.8 0.0 1.000 T: 6.0 6.00 -0.6 H26 26.5 10.9 26.4 1.097 7.50 0.175 1. 3 Pipe: 82 8.00 25.7 Disch 1. 50 120 1. 9 27 25.0 12.2 0.0 1.000 T: 6.0 6.00 -0.6 H27 26.5 10.3 25.7 1.097 7.50 0.167 1. 3 Pipe: 83 8.00 25.3 Disch 1. 50 120 1. 9 28 25.0 11. 9 0.0 1.000 T: 6.0 6.00 -0.6 H28 26.5 10.0 25.3 1.097 7.50 0.162 1. 2 Pipe: 84 8.00 25.2 Disch 1. 50 120 1. 8 29 25.0 11. 7 0.0 1.000 T: 6.0 6.00 -0.6 H29 26.5 9.9 25.2 1.097 7.50 0.160 1. 2 Pipe: 85 8.00 25.1 Disch 1. 50 120 1. 8 30 25.0 11. 7 0.0 1.000 T: 6.0 6.00 -0.6 H30 26.5 9.9 25.1 1.097 7.50 0.159 1. 2 Pipe: 86 8.00 25.1 Disch 1. 50 120 1. 8 31 25.0 11. 7 0.0 1.000 T: 6.0 6.00 -0.6 H31 26.5 9.9 25.1 1.097 7.50 0.159 1. 2 Pipe: 87 8.00 25.2 Disch 1. 50 120 1. 9 32 25.0 11. 8 0.0 1.000 T: 6.0 6.00 -0.6 H32 26.5 9.9 25.2 1.097 7.50 0.160 1. 2 Pipe: 88 8.00 29.9 Disch 1. 50 120 2.3 35 25.0 16.3 0.0 1.000 T: 6.0 6.00 -0.6 H35 26.5 14.0 29.9 1.097 7.50 0.220 1. 7 Pipe: 89 8.00 28.7 Disch 1. 50 120 2.2 36 25.0 15.0 0.0 1.000 T: 6.0 6.00 -0.6 H36 26.5 12.8 28.7 1.097 7.50 0.204 1. 5 Pipe: 90 8.00 27.8 Disch 1. 50 120 2.1 37 25.0 14.2 0.0 1.000 T: 6.0 6.00 -0.6 H37 26.5 12.1 27.8 1.097 7.50 0.193 1. 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT JOB TITLE: SD HAT co INRACK Pipe Tag K-fac Add Fl Add Fl To Fit : L Frm Node El (ft) PT (q) Node/ Norn ID Eq.Ln . F To Node El (ft) PT Tot. (Q) Disch Act ID (ft .) T Pipe: 91 8.00 27.3 Disch 1. 50 38 25.0 13.7 0.0 1 .000 T: 6.0 6 .00 H38 26.5 11. 6 27.3 1 .097 7 .50 Pipe: 92 8.00 27.0 Disch 1. 50 39 25.0 13.4 0.0 1.000 T : 6 .0 6.00 H39 26.5 11. 4 27.0 1 .097 7.50 NOTES (HASS) : (1) Calculations were performed by the HASS 8 .5 computer program under license no. 50111768 granted by HRS Systems, Inc . 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) 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 0.072 gpm. (3) Total pressure at each node is used in balancing the system . Maximum water velocity is 21.0 ft/sec at pipe 58 . (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 9 .735 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main : 10 .057 psi d. Remote area is located adjacent to right cross main (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Page CO.SDF C Pf/ft. 120 0.186 120 0.183 (6) Available pressure at source node SRC under full flow conditions is 107.89 psi compared to the minimum required pressure of 20 .00 psi . 13 (Pt) (Pe) Notes (Pf) 2.0 -0.6 1. 4 2.0 -0 .6 1. 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 3/30/2016DG DESIGN\DG DESIGN CALCS\HRS SYSTEMS\HASS85\SD HAT CO.SDF JOB TITLE: SD HAT CO INRACK (7) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.097 3.00 6.00 3.00 6.00 8.00 1.00 12.00 12.00 6.00 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19 .00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.295 15.00 32.00 10.00 34.00 11. 00 3.00 27.00 27.00 32.00 6.357 18.00 38.00 11. 00 40.00 13.00 4.00 35.00 35.00 38.00 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 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 35 4 11 181. 2 5 6 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 7 8 9 10 <10> 51. 7 <21> 51. 9 <33> 52 .8 <46> <41> 120.5 35 .8 11 2 3 4 <22> 51. 7 <34> 103.6 <42> 156.4 Design Maps Summary Report Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12205°N, 117.26943°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.061 g S1 = 0.410 g SMs = 1.141 g SM1 = 0.652 g Sos= 0. 761 g So1 = 0.435 g Page 1 of 1 For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE. R ·pon . p rum - 0. I ·D, OD +-, ----11---+--+---+----+--+----+---+-----1 CUO O.i 0.(0 0. l. 0 l. 0 1. 0 1.(0 l. 0.00 o. o o.~, o. o o.ao 1.00 1. 1.,0 u:o u10 . P ri' d~ T (5 .<] Period, T ( sed Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. http://ehpI-earthquake.er.usgs.gov/designmaps/us/summary .php?template=minimal&latitud... 5/6/2016 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 SR#: PROJECT NAME: SD Hat Company --------------(Assigned upon plan submittal) PROJECT ADDRESS: 2293 Cosmos Court CITY: Carlsbad PHONE: ( 619) 562-3010 ext. 102 FAX NUMBER: ( 619) ...... 5 ...... 6 __ 2 ___ -8 __ 0 __ 94 ____________ _ Largest Building (ft.2): __________ _ Sprinkled? _____ _ Construction Type: _____ _ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFO. Water Purveyor: _C_it ...... v_o_f_C_a_rl_s_ba_d ___________________ _ Location of test (reference map required): _C_o_s_m_o_s_C_o_u_r_t ________________ _ TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 134 PSI Hydrant Number (if applicable): H40508 ,'\ Elevation of test: 240 Feet Date/Time of Test1: l_.i :"'ci'h r••., st, l Pitot Tube Reading: PSI] Corresponding Flow: .( GPM •', ,,, r . ( Total Flow: 32850 GPM Residual Pressure 84 PSI At peak demand, this water system is capable of providing a fire flow discharge@ 20 psi of 6,100 GPM, however the velocity exceeds the maximum criteria of 15 fps. Therefore, the maximum available fire flow for this location is 3,850 GPM . 1 Test to be performed as close as possible to the time the most conservative,flows a11g_pressures are expected.I 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: Ji N_ame: JeE,er R. Mael P.E ~ Signature: ', · .. ~ Title/Org: r ·ect Mana er Eng. Lie. No. (if applicable):_C_6_96_0_6 ______ _ Date: 03/21/2016 2293 Cosmos Ct Fire Analysis \ -~ \eo \ : ) / I I I GTE oet'A PINA 1--10" · / ■ -~-·/ ....... ..__ \c:P~ .\ ',,.,_ .,..,/ ~---~·// ■ //✓ppjW-1ERD I ·-....·.~--------, ■ 8" ■ ~ ■ ■ • co Prepared By: Jennifer R. Mael, P.E. -MCS __ _....- I I i \~ \.: \ \-. \ _______ _.....,..-· __,...,-----------------■ 8" ~ • co -. 8~-H405&B-coSMOS-Cl'.=-=-: --=------~ ■ ■ ■ ■ ■ • ■ Date: Monday, March 21 , 2016 140 130 120 110 100 -90 ·v; 3 cu 80 ~ :::s VI VI cu ~ Q. 70 ni :::s "'C "iii 60 cu a: so 40 30 20 10 0 0 1000 2293 Cosmos Court -Fire Sprinkler Curve 2000 3000 4000 Available Flow (gpm) Fire Flow = 3,850 gpm Max flow at 15 fps 5000 .. 6000 7000 ProActive Fire Design & Consulting · 43015 Blackdeer Loop #205, Temecula, CA 92590 Phone: (951) 296-FIRE / Fax: (951) 296-3473 Email: proactive.fd@verizon.net C-16#952372 San Diego Hat Company 2293 Cosmos Ct Carlsbad, CA HIGH PILED COMBUSTIBLE STORAGE TECHNICAL REPORT October 14, 2015 Report Prepared By: VonctU Wetlt-o-rv NICET CERT#70305 C-16#952373 AS160079 2293 COSMOS CT TABLE OF CONTENTS 1. INTRODUCTION.............................................................................................................. 3 2. SUMMARY TABLE............................................................................................................ 4 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES ................................. 5 3.1 BUILDING CONSTRUCTION & DESIGN....................................................................... 5 3 .2 OCCUPANCIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 3 .3 COMMODITIES.................................................................................................................... 5 3.4 NEW RACK STORAGE ARRANGEMENT............................................................................ 5 4. IIIGH-PILED STORAGE REQUIREMENTS .................................................................. 6 4.1 AUTO MA TIC FIRE SPRINKLER SYSTEM .. .. ... .. .. .. .. .. .. .. .. .. .. .. . .. ... .. . .. .. .. .. . .. .. .. .. .. . 7 4.2 ALARM/MONITORING............................................................................................... 7 4.3 BUILDING ACCESS/DOORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4.4 SMOKE AND HEAT VENTS............................................. .. ... ...... .... ............. ........... 7 4.5 CURTAIN BOARDS··········"··········"······ .. ···············"················································"· 7 5. CONCLUSION .................................................................................................................. 8 M ProActive Fire Design & Consulting.M San Diego Hat Company Page 12 2293 Cosmos Ct. Carlsbad, CA INTRODUCTION The following is a high piled combustible storage code compliance report for the San Diego Hat Company. This report does not include the office area or any hazardous materials. This report is intended to help both the owners and the fire department in expediting plan review and effectively determining the requirements necessary to meet the Fire Code. This report is based on the 2013 Edition of the California Fire Code and Building Code, and the 2013 Edition of NFP A 13, Standard for the Installation of Fire Sprinkler Systems. DISCLAIMER This report is the property of ProActive Fire Design and Consulting and was prepared exclusively for use by San Diego Hat, for the storage and occupancy conditions described in this report. San Diego Hat conditions and operations addressed herein are based on information provided to the report by San Diego Hat. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of San Diego Hat. Copies of this report retained by San Diego Hat shall be utilized only by San Diego Hat for the storage and occupancy conditions and the 2013 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose . .ffl. ProActive Fire Design & Con ulting .ffl. San Diego Hat Company Page 13 2293 Cosmos Ct. Carlsbad, CA 2. SUMMARY TABLE TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type Existing Building-Type V Maximum Roof Height 27'-0" Square Footage Total: Approx 40,000 sq. ft B Offices: Approx 6,000 sq. ft High Piled Storage Area Approx 34,000 sq. ft. Non Public Accessible Occupancy CBC Section 302, Mixed Use Groups B [Offices], S-1 [Storage] F-1 304,311 [Assembling] No fire barrier required between ccupancies in a sprinkled building. HazJMaterials NIA Not Applicable. Not part of the scope of this report. Storage Commodity CFC 3203.4 & NFPA Commodity: Hats -Natural Fiber Table A5.6.3 The storage area will consist of hats in cardboard boxes. Occupancy Classified as a Class III Storage to 22' -0" Automatic Sprinkler CFC Table 3206.2 Required for Class III Commodities 20,001 -500,000 sq. ft Protection Fire Detection CFC Table 3206.2 Not required for Class III Commodities 20,001 -500,000 sq. ft Building Access & Doors CFC Table 3206.2 Required for Class III Commodities 20,001 -500,000 sq. ft Smoke and Heat Vents CFC Table 3206.2 Required for Class III Commodities 20,001 -500,000 sq. ft Draft Curtains CFC Table 3206.2 Not required for Class III Commodities 20,001 -500,000 sq. ft Aisle Width CFC 3206.9 CFC 3206.9.1.1 Minimum required aisle width is 44". NOTE: Minimum 9' -4" Aisles will be provided M ProActive Fire Design & Consulting! San Diego Hat Company Page 14 2293 Cosmos Ct. Carlsbad, CA 3. BUILDING CONSTRUCTION AND OCCUPANCY 3.1 BUILDING CONSTRUCTION San Diego Hat will be occupying a single story warehouse approximately 40,000 sq. ft which includes approximately 6,000 sq. ft of offices. The total high pile storage area is approximately 34,000 sq. ft. The building is an existing single story concrete tilt up walls, with a plywood deck on wood glu-lam purlins framed onto glu-lam beams. The high point of the roof is 27'-0". 3.2 OCCUPANCIES San Diego Hat Company is currently operating at 2793 Loker Ave West in Carlsbad. They are moving and will be conducting the same operations in a larger warehouse. San Diego Hat Company is a distrubutor of hats. The finishesd products are brought into the warehouse in carboard boxes and stored on racks. The orders are filled and reboxed for shipping. There will be new single, double row, and one multiple row rack to store these products for receiving and shipping to a storage height of 22'-0". 3.3 COMMODITIES The storage in these new racks will contain natural fiber hats in cardboard boxes. The products are a Class III commodity per CFC Section 3203 and NFP A 13 Table A.5 .6.3. All commodities are non encapsulted. 3.4 NEW RACK STORAGE ARRANGEMENT: Area: Method: Aisles: Shelves: Flue Spaces: Storage Height: San Diego Hat Company 2293 Cosmos Ct. Carlsbad, CA 34,000 square feet Double Row Racks as defined by NFPA 3.9.3.7.1 One 12'-5" Wide Multiple Row Racks as defined by NFPA 3.9.3.7.3 Single Row Racks as defined by NFPA 3.9.3.7.5 Minimum 9'-4" Open Shelves CFC Table 3208.3 Storage~ 25' Option #2 requires no transverse or longitudinal flue space for single row racks, and multiple row racks however there will be a 3" transverse flue space provided. Double row racks require a 3" transverse, and 6" longitudinal. There will be 3" transverse and 12" longitudinal flue spaces provided. The proposed maximum storage height is 22' -0". I ProActive Fire De ign & Consulting I Page 15 4. HIGH PILED STORAGE REQUIRMENTS 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM The existing system is supplied by an 6" underground that feeds a single 6" riser providing protection for the entire building. The new storage area is protected by a grid system with K-8.0 286° upright sprinklers spaced at under 100 square feet. The hydraulic data cards indicates that the system is designed at a .45 / 3000 with 1522.6 gpm @ 81. 7 psi required at the base of the riser. The gauge on the riser indicated there is 115 psi on the supply side of the system. Single and Double Row Racks Required Ceiling Sprinkler Design Per NFPA 13: Protection Criteria: Table 16.2.1.3.2 Design Criteria: Hose Allowance: Class III Commodities Non Encapsulated with 8' aisles No In Rack Sprinklers to 22' in height Figure 16.2.1.3.2(c) Curve E Figure 16.2.1.3.2(c) Curve E requires .33 / 3000 for 20' Storage Apply a 130% increase per Figure 16.2.1.3.4.1 for 22' of storage Required density of .429 / 3000 500 gpm combined inside and outside per Table 12.8.6.1 The existing system design of .45 I 3000 meets the requirements for 22' of storage with no changes. Multiple Row Rack Required Ceiling Sprinkler Design Per NFPA 13 Option #1 w/ Storage to 22': Protection Criteria: Table 16.2.1.3.3.1 Class III Commodities Non Encapsulated with 8' aisles to 22' -011 Figure 16.2.1.3.2(c) Curve C Design Criteria: Figure 16.2.1.3.2(c) Curve C requires .26 / 3000 with 1 level of in rack sprinklers 6 in rack sprinklers at 15 psi balanced with the ceiling sprinklers Hose Allowance: 500 gpm combined inside and outside per Table 12.8.6.1 A single level of in racks sprinklers will need to be addded and calculated as required. Multiple Row Rack Required Ceiling Sprinkler Design Per NFP A 13 Option #2 w/ Storage Reduced to 20': Protection Criteria: Table 16.2.1.3.3.1 Design Criteria: Hose Allowance: Class III Commodities Non Encapsulated with 8' aisles to 20' -011 Figure 16.2.1.3.2(c) Curve I Figure 16.2.1.3.2(c) Curve I requires .47 / 2000 with no in rack sprinklers 500 gpm combined inside and outside per Table 12.8.6.1 The system will need to be calculated with a new flow test to determine if this density could be met. m ProActive Fire Design & Consulting m San Diego Hat Company Page 2293 Cosmos Ct. Carlsbad, CA 16 4.2 ALARM/MONITORING Per CFC 903.4, all valves and risers have existing monitoring and meet this standard and shall remain. No additional work is required. Any new valves or equipment would require be monitoring and adding to the existing fire alarm system. 4.3 BUILDING ACCESS/DOORS Per Table 3206.2, for Class III Commodities stored in an area of 20,001 to 500,000 sq.ft. building access is required. The original construction building permit was to allow for high pile storage requirements and there will be no changes to these and they have been previously approved as part of the original building permit. 4.4 SMOKE AND HEAT VENTS Per Table 3206.2, for Class III Commodities stored in an area of 20,001 to 500,000 ft, smoke and heat vents are required. Per CFC 910.3.3 the total volume of 918,000 / 9,000 requires 102 sq. ft of venting or four typical 4' x 8' vents. The building currently has six 4' x 8' vents and no additional vents should be required. 4.5 DRAFT CURTAINS Per Table 3206.2, for Class III Commodities stored in an area of 20,0001 to 500,000 ft, draft curtains are not required and there are none in the building. I ProActive Fire Design & Consulting I San Diego Hat Company Page 17 2293 Cosmos Ct. Carlsbad, CA 5. CONCLUSION Based on the existing fire sprinkler system design, existing building componets, proposed storage commodities, on single and double row racks to a storage height of 22' -0" the building should be acceptable with no modifications. The use of Multi Row rack storage will require that a licensed C-16 fire sprinkler contractor be contacted to obtain a new water flow test from the City of Carlsbad and provide San Diego Hat with pricing for the options indicated in section 4.1. Based on the guage pressure of 115 psi it may be possible with a new flow test for the existing sprinklers to meet the requirements for storage to 20' with no additonal work and San Diego Hat should be presented with that option. Any storage over 20' -0" in the multi row racks will require in rack sprinklers Please feel free to call with any questions . ..m. ProActive Fire De ign & Consulting M San Diego Hat Company Page 18 2293 Cosmos Ct. Carlsbad, CA 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: SD Hat Company SR#: --------------(Assigned upon plan submittal) PROJECT ADDRESS: 2293 Cosmos Court CITY: Carlsbad PHONE: ( 619 ) 562-3010 ext. 102 FAX NUMBER: ( 619) __ 5 ____ 6 ___ 2-__ 8 ___ 09 ___ 4 ___________ _ Largest Building (ft.2): __________ _ Sprinkled? _____ _ Construction Type: _____ _ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFO. Water Purveyor: _C_it_y_o_f_C_a_rl_sb_a_d ___________________ _ Location of test (reference map required): _C_o_s_m_o_s_C_o_u_rt ________________ _ TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: ___ 13_4 _____ PSI H40508 Total Flow: ___ ....,3,......,S __ SO ______ GPM Residual Pressure _____ 84 _____ PSI At peak demand. this water system is capable of providing a fire flow discharge @ 20 psi of 6,100 GPM, however the velocity exceeds the maximum criteria of 15 fps. Therefore, the maximum available fire flow for this location is 3,850 GPM. 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:..! ~ame: Je . P.E. Signature: / Eng. Lie. No. (if applicabfe):_C_6_96_0_6 ______ _ Title/Org: r ·ect Mana er Date: 03/21 ·--.. - .AS160079 2293 COSMOS CT 2293 Cosmos Ct Fire Analysis CTE OEJfA PINA 8" -0 = ■ ■ :■ 00 = 10" · \ \ \ \ OI) \ : ,' ,' \ \ ···--J·., .. __ / I I \ \oc, I : '1 \ o--• I .H405D8 jao I = ._ ____ 1" ... ____ , -_I • I r • ■ I ~, I Prepared By: Jennifer R. Mael, P.E. -MCS .a,,. • ~ .COSMOS CT ~---=---8" • • ' pR\V~,E-RD ■ ■ • Date: Monday, March 21 , 2016 140 130 120 110 100 -90 ·;;; Q. -a, 80 ... :, "' "' ! a. 70 ii :, -a ·;;; 60 a, a: so 40 30 20 10 0 a 0 OCMDDPr o fire 1000 2293 Cosmos Court -Fire Sprinkler Curve 2000 3000 Fire Flow = 3,850 gpm Max flow at 15 fps I j ! :i:::t~ i t -[ -L----~~~-·-·: ---~i----.. --F6 J I -+~-· .. . ' . ··-•-·. -t~•--'-± ,--!--- i i -=-t -~-+:=C::l~=l·----: F·'.j_ 4000 5000 6000 7000 Available Flow (gpm) P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 035 SWAY BRACE FITTING MODEL K 1 thru 4 Inch pipe SIZE -SYSTEM PIPE: Nominal Steel l" thru 12" * Steel Specially listed -see chart. CPVC 1" thru 3". Brace common O.D. -Copper, Plastic, FRP, SIZE -BRACE PIPE: l" thru 2" Sch. 40 5 thru 12 Inch pipe Ductile and Cast Iron Min. 11/4" required for 12" system pipe MATERIAL -Carbon steel and ductile iron. FINISH-Plain or E.G. PATENTS -No. 7,516,922 No. 7,523,895 LISTING/APPROVAL- c@us 203A EX 2625 LISTED <9> FM Approved -1950 OSHPD See Website. FUNCTION -Lateral fitting of an AFCON sway brace assembly. INSTALLATION -Per these instructions including NFPA 13 or FM 2-8 and CPVC manufacturers instructions. Load rating -see chart. ASSEMBLY -See drawing. Combine with proper AFCON components-see disclaimer below. Insert brace pipe through bores to achieve minimum 1" extension. Tighten 035 set screws until heads bottom out. FEATURES * Patented -designed for system pipe of varying material. * Improved assembly -extra large bore for brace pipe. * Visual inspection, verifies proper installation. ORDERING -Part#, size -system pipe, size -brace pipe and finish. Special Note: Thin wall sprinkler pipe has a propensity for damage to its circumference resulting in egging. When egging exists -shift mounting location. ,~~$ System NPS 1" 1 1/d" -d" "-" -f," A" 10" 12" <9> System NPS 1" -1 1/2" 2"-3" 4" 5", 6", 8" Max. Horizontal Load Sch. 30°-44° 45°-59° 60°-89° 90° 1n-,1n 1383 1956 2394 2765 7_,rn 1383 1956 2394 2765 7_,rn 1383 1956 2394 2765 1n__.i1n 1383 1956 2394 2765 10-40 1383 1956 2394 2765 10-40 1870 2645 3238 3740 Max. ASD Horizontal Load Sch. 30°-44° 45°-59° 60°-74° 75°-90° 10 40 1680 2380 2920 10,40 1800 2350 3120 10 40 1370 1930 2370 10,40 730 1040 1270 * SPECIALLY LISTED PIPE AST Pipes PVT LTD Al Jazeera Steel Products Co. SAOG Allied Tube & Conduit Corp. Bihar Tubes LTD. Bluesteel Services LL C Borusan Mannesmann Boru AS Bull Moose Tube Co. Conares Metal Supply LTD. Hai Chin Worldwide LTD Hickman Pipe & Tube Corp. Jiedong Economy Development Testing Zone Jindal lndu~1ries LTD Jotindra Steel & Tubes LTD Mittal Canada Inc. MS Pipe Co. LTD Northwest Pipe Co. Pacific Pipe Public Co. LTD Saha Thai Steel Pipe Public Co. LTD Shield Fire Safety & Security LTD Surya Roshini LTD Swastik Pipes LTD Tex-Tube Co. Universal Tube & Plastic Industries LTD Weifang East Pipe Industry Technical Co. LTD Welded Tube -Berkeley LLC Wheatland Tube Co. Wh Div. Yieh Phui Enterprise Co. LTD Youngstown Tube Co. Zenith Birla (India) LTD * COMMONLY KNOWN AS SCH. 7 3250 3490 2640 1420 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. DISCLAJMER -AF CON will NOT warrant against the failure of its products when used in 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. 6/14 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 411 SWAY BRACE FITTING Part#077-- I I I I . , , I , ......... ~, --------------- SIZE -SYSTEM PIPE: Nominal Pipe Size Sch. 40 Steel 1" -12" Sch. 10 Steel 1 1/4" -12" Sch. 7 Steel 2"-6" MATERIAL-Carbon Steel or S.S. (Type 304) FINISH -Plain or E.G. PATENT-No. 7,140,579 LISTING/APPROVAL c@us 203A-EX 2625 LISTED <S> FM Approved -1950 •~11 Max. Horizontal Load 1" -10" I 2765 12" I 3740 FUNCTION -Longitudinal fitting of an AFCON sway brace assembly. INSTALLATION -Per these instructions <S> Max. ASD Horizontal Load including NFPA 13 or FM 2-8 Load rating -see chart. ASSEMBLY -See drawing. Combine with proper AFCON components-see disclaimer below. Align brace member parallel to face of 411 fastener flanges. Tighten 1/2" bolts until fastener flanges connect. FEATURES System NPS 1" -1 1/2" 2" 2 1/2" -4" 4"-5" 6" 8" * Patented -design eliminates bending of fastener flanges during installation. * Patented -design prevents over tightening on system pipe. * Improved assembly -fastener flanges connect for superior strength. * Visual inspection -proper installation when 411 fastener flanges connect. ORDERING -Part#, size -system pipe and finish. Sch. 30°-44° 45°-59° 10-40 1070 420 LW-40 1570 1900 LW 1000 860 10 -40 1000 950 LW-40 1620 2220 10-40 2070 1250 60°-74° 510 1730 1030 1150 2720 1510 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. 75°-90° 570 1930 1150 1280 3040 1690 Be advised the following warranty restriction will apply. DISCLAIMER -AFCON will NOT warrant against the failure of its products when used in 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. 8/14 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 076 ATTACHMENT FITTING UNIVERSAL LOCKING 17/32" SIZE -BRACE PIPE: 1" thru 2" Sch. 40 MATERIAL -Ductile Iron and Carbon Steel. FINISH -Plain or E.G. LISTING/APPROVAL- c@us 203A-EX 2625 USTED OSHPD STEEL BASE See Website. FUNCTION -Structure attachment fitting of an AFCON sway brace assembly. INSTALLATION -Per these instructions including NFPA 13. Load rating -see chart. Combine with proper AFCON components-see disclaimer below. ASSEMBLY Insert brace element into fitting snug against back of jaw. Install set bolt finger tight, then additionally tighten 1 1/2 turns or torque to 40 lb-ft. FEATURES * Swivel allows attachment at any angle. * Larger fastener hole available.-Consult factory. ORDERING -Part#, size -brace pipe, material and finish. c@us Max. Horizontal Load LISTED 30° thru 90° I 276s Specific AFCON products are exclusively designed lo 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 in combination with other products, parts or systems not manufactured or sold by AFCON. A.FCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidenlal or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCONproducts have been, or are used. 8/14 Design Maps Summary Report Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12205°N, 117.26943°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.061 g S1 = 0.410 g SMs = 1.141 g SM1 = 0.652 g Sos= 0.761 g S01 = 0.435 g Page 1 of 1 For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. o. 0-.» U2 MCEaRespon Spectrum O.Gt0 ------------------0.00 C.:ZO (1.40 0.'-0 D.IO 1.00 U O l . .$0 1.IO UJ:I) 2,N Period, T (sec) D ign Respon e Spectrum i>. 0,00 . 0.00 O.:ZO 4HO o.,o UJO 1.00 l .lO 1.40 1., Lao 2.00 Peried, T l•ed Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. http://ehpI-earthquake.er.usgs.gov/designmaps/us/summary .php?template=minimal&latitud... 5/6/2016 Design Maps Summary Report ■IJIII Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12205°N, 117.26943°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/Ill USGS-Provided Output Ss = 1.061 g S1 = 0.410 g SMs = 1.141 g SM1 = 0.652 g sl)S = o. 761 g S01 = 0.435 g Page 1 of 1 For Information on how the 55 and 51 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. o. MCEa Respon■e Spedrum o.oo ,.a cu t o.a o.ao u e 1.20 u o 1.a 1.u 2.0 PetiatL T (MC) Design Response Spectrum o.» D.00 u» .................. --..-----t-~-.,..__...._,.._ ........ _ _.,_-'"" t .«I 0,20 UO 0.60 fUIO 1.00 1.20. l,'6 1. 0 l , 2.00 ......... T(sec) Although this information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?temp1ate=minimal&latitud... 5/6/2016 Design Maps Summary Report Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12205°N, 117. 26943°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.061 g S1 = 0.410 g SHs = 1.141 g SM1 = 0.652 g Sos= 0.761 g S01 = 0.435 g Page 1 of 1 For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1,20 l . 0.41 O.l' o-~1' G.12 MCEa Respon e Spectrum o.oro +---+--+--t----+--i----;~--t,---+----+---1 0.00 a.JO O.,lO 0,Q D.10 1.00 1.20 1.•o l.lO l . ~ 2,® Periad, T (sec:) 0. IUO 0,J:2- 0.,!4 0.1, i).Qe D sign Response Spectrum o, QO +--,;---1--~--t---+----i ..................................... ......+--t 0.00 O.:ZO @.40· 0. 0 C. 0 1.00 l .20 l.~O UO l. 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. http://ehp1-earthquake.cr.usgs.gov/designmaps/us/summary .php?template=minimal&latitud... 5/6/2016 1:q !!'!otection Worldwide Contacts www.tyco-fire.com Products Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) 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. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. 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 dam- age 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 14•Ji@j The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Nu,nber (SIN) TY313 ....... Upright 5.6K, 1/2" NPT TY323 ...... Pendent 5.6K, 1/2" NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* * The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/bar112) Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . Bronze Button .............. Brass/Copper Sealing Assembly ......... Stainless Steel w/TEFLON Bulb ...................... Glass Compression Screw. . . . . . . . Bronze Deflector. . . . . . . . . . . . . . . . . Bronze AS160079 2293 COSMOS CT FEBRUARY 2014 TFP172 TFP172 Page 2 of 4 Components: 1 -Frame 2 -Button 3 -Sealing 4 -Bulb 5 -Compression Screw * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. STYLE 15 or 20 ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm) RECESSED Assembly 6 -Deflector* DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 7/16" (11,1 mm) NOMINAL MAKE-IN I -~ 1 ~f 2" I ~IJ __ (lo (50,8mm) L_ 1-3/8" (34,9 mm) w;E 2-7/8" (73,0 mm) DIA. J i DEFLECTOR* CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE WRENCH RECESS (USE ONLY END "A") FIGURE2 W-TYPE6 SPRINKLER WRENCH WRENCH RECESS t PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE3 W-TYPE 7 RECESSED SPRINKLER WRENCH 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 The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance 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 bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under-or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. 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 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler 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 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced 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. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects 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. 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 other- wise altered after leaving the factory. FACE OF SPRINKLER FITTING 2-7/811 DIA. (73,0 mm) 2-1/411 DIA. (57,2 mm) 3/8±5/1611 -71~ (9,5±7,9 mm) ~~ t / MOUNTING SURFACE ~~~ 1/811 (3,2mm) CLOSURE SERIES TY-FRB MOUNTING PLATE FIGURE4 TFP172 Page 3 of 4 5/811 (15,9 mm) FLUSH 1-3/8 11 (34,9 mm) 3/411 (19,1 mm) SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/811 DIA. (73,0 mm) FACE OF SPRINKLER FITTING 2-1/411 DIA. (57,2 mm) 5/16±1/411 (7,9±6,4 mm) MOUNTING SURFACE 1/211 (12,7 mm) FLUSH ~==L_l 1/811 (3,2mm) t /~~ ~:;a:~ CLOSURE SERIES TY-FRB MOUNTING PLATE 1-3/8 11 (34,9 mm) 7/811 (22,2 mm) FIGURE5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 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. (Ref. Installation 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 Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding 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. TFP172 Page 4 of 4 P/N* 77 -XXX -X -XXX I I I SPRINKLER FINISH SIN 1 NATURAL BRASS 370 5.6K UPRIGHT (1/r NPT) TY313 3 PURE WHITE (RAL9010)** POLYESTER 371 5.6K PENDENT (1/2N NPT) TY323 4 SIGNAL WHITE (RAL9003) POLYESTER * Use suffix "I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-1 •• Eastern Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS Litnited Warranty For warranty terms and conditions, visit www.tyco-fire.com. PART NUMBER SELECTION Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 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 TEMPERATURE RATINGS 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) GLOBAL HEADQUARTERS I 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright© 2014 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. tL/f ~tection Products Ill ' ' ,, 'C, MALLEABLE IRON Ill Malleable Iron Threaded Pipe Unions Pressure -Temperature Ratings Temperature Pressure Class 150 Class 250 Class 300 (OF) (0e) psi bar psi bar psi bar -20° -28.9° to to 300 20.7 500 34.5 600 41.4 150° 65.6° 200° 93.3° 265 18.3 455 31.4 550 37.9 250° 121.1° 225 15.5 405 27.9 505 34.8 300° 148.9° 185 12.8 360 24.8 460 31.7 350° 176.7° 150 10.3 315 21.7 415 28.6 400° 204.4° 110 7.6 270 18.6 370 25.5 450° 232.2° 75 5.2 225 15.5 325 22.4 500° 260.0° --180 12.4 280 19.3 550° 287.8° --130 9.0 230 15.9 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450°F <8> 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 Pressure Temperature Class 300 Class 150 Sizes ¼"-1" Sizes 1 ¼"-2" (6-25 mm) (32-51 mm) (OF) (0e) psi bar psi bar psi bar -20° -28.9° to to 300 20.7 2,000 137.9 1,500 103.4 150° 65.6° 200° 93.3 265 18.3 1,785 123.1 1,350 93.1 250° 121.1 225 15.5 1,575 108.6 1,200 82.7 300° 148.9 185 12.8 1,360 93.8 1,050 72.4 350° 176.7 150 10.3 1,150 79.3 900 62.1 400° 204.4 --935 64.5 750 51.7 450° 232.2 --725 50.0 600 41.4 500° 260.0 --510 35.2 450 31.0 550° 287.8 --300 20.7 300 20.7 Sizes 2½"-3" (64-76 mm) psi bar 1,000 68.9 910 62.7 825 56.9 735 50.7 650 44.8 560 38.6 475 32.8 385 26.5 300 20.7 ca~ en C <1>= ~g zu (1) (1) 0.. C. 0:::0::: C 0 tJ E .E .E Anvil Class 150/300 Malleable Iron Fittings conform to ASME c B16.3 and Unions conform to ASME B16.39. i ALL ELBOWS & TEES %11 (10 DN) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) u www.anvilintl.com 17 PF-11.10 in the industry! c®usLISTED ~ BULLMCCSETUBECCMPANV APPROVED Ci] ....=.,--------NFP• Sprinkle, AssociaUon c®usLISTED <§> APPROVED [i.) NFP/l ONFSA A A~Fire """_,__.,.,.Fin~~ Sprinkl« Association 2 Bull Moose Tube® is a customer focused, 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 BULL MOOSE TUBE COMPANY Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and .applications. c®usLISTED <@> APPROVED [i.] ONFSA NFP/l 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 A 135 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 II® MIC preventative coating. • Bull Moose Tube® sprinkler pipe is FBC™ 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®: LightwaH threadable with standard outside diameter. • Eddy Flow®: Cost effective replacement for Schedule 10. • Ultra Eddy®: Lightwatl roll groovable pipe. • Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM A 123 standards. All products are stencilled to meet FM & UL specifications. PROTECTION • Eddy Guard II®: 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 II®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. eddy Guard II® is NFPA 13 and Nf PA 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 Tube~ reserves the right to change product specifications without notice and without incurring obligation. 3 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 A 123 standards. All products are stencilled to meet FM & UL specifications. c®usLISTED <y APPROVED Ci] NFP/t ASA ONFSA Americ;.an F"..,.. "'-_,...,._,....,.._....,. Sprinkler Association 4 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE 0.0. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1.41 lbs/ft 1.81 lbs/ft 2.09 lbs/ft 2.64 lbs/ft 2.875 3.53 lbs/ft 3.500 4.34 lbs/ft 4.500 5.62 lbs/ft SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE *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. BULL MOOSE TUBE COMPANY For Additional Information Contact (800) 325-4467 Or From Canada Call: (800) 882-4666 1819 Clarkson Road Chesterfield, MO 63017 Gerald, MO Kent.WA Casa Grande. Al_ www.bullmoosetube.com sales@bullmoosetube.com Dallas, TX Masury, OH Firelock® Outlet-T STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating ½, ¾, and l "/15, 20 and 25 mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1 ¼ through 76.1 mm/32 to 76.l 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 300psi/2068kPa and VdS rated up to 16bar 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. ®<&>@8 SEE VICTAULIC Pl,JBLICATION 10.01 FOR DETAILS 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. JOB/OWNER System No. __________ _ Location ___________ _ www.victaulic.com 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) CONTRACTOR ENGINEER Submitted By ________ _ Spec Sect ____ _ Para ___ _ Date ____________ _ Approved __________ _ Date ____________ _ VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV r, ~taul;c' 10.52 1 IPS CARBON STEEL PIPE -HOLE CUT PRODUCTS Firelock® Outlet-T STYLE 922 DIMENSIONS www.victaulic.com ~·-··, mch_e,s/~m ,.,~ ... --~-,_.Di~meter .., ____ w~--··"' _D1mens1~ns_-mches/m1lhmeters ___ ----~----· __ We1ght_Ea~ Nominal S,ze l;t Hole I I App,ox. '.,,i'' Run X Branch· , +0.06/+l.5 . .. ,,, · i :' : , ·, . : ' , ., • . . 'j ~-"'·'"''.''.de FPTL.1.Y. . ·,•.Q,90/-0.0 ,. '~.;,,T.~' ',,_,1,'.f,\ d,,V1 ;, '' .. w' ·, .... Y~ .. :•,i...,,., ;_ z ./t . t•'•' Jbsfk&.,t 1¼ X ½ P/,6 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 ------·-----. --•--· -·---¾ J3/,6 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 ----... --...---- 1 l3/,6 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 -1½ X ½ l3/,6 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 ¾ l3/,6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 P/,6 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 X ½ P/,6 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 -------,__ .. -----i------¾ l3/,6 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 ---1 l3/,6 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 ---2½ X ½ l3/,6 1.91 2.44 1.71 5.40 2.56 1.6 65 15 30.2 48.5 62.0 43.4 137.2 65.0 0.73 ----¾ l3/,6 1.89 2.44 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 --1--137.2 65.0 0.73 --1--·-<-·-------- 1 l3/,6 2.13 2.79 1.71 5.4 0 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 I 65.0 0.73 ,. ___ .. ·---·-----r --- 76.1 mm X ½ P/,6 1.91 2.44 1.71 5.50 2.56 1.6 15 30.2 48.5 )..__~~-43.4 139.7 65.0 0.73 --t-------¾ l3/,6 1.89 2.44 1.71 5}-HS6 1.6 20 30.2 48.0 62.0 43.4 139.7 6IT 0.73 ---- 1 l3/,6 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 t Victaulic female threaded products are designed to accommodate standard NPT 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). - VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.© 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 2 ~taulic' RFV r, IPS CARBON STEEL PIPE -HOLE CUT PRODUCTS Firelock® Outlet-T STYLE 922 PERFORMANCE www.victaulic.com I Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL .,,. ....... _.,. R~n ~_ize -~ 0~~1.!!_~,z~ ... __ . ~13~J_e_~~•-~n_l~). !~~~2-~!.\!.~., I • o1, ,, . . " --lnches/R'!m . . . " . . ,, ·,... F~e.t/m,et~t~. •.. , -; l ¼ X 1 8.5 32 25 2.6 -----·------l½ X 1 8.5 40 25 2.6 2 X 1 8.5 50 25 2.6 .... , ---. ---·· -----~ --- 2½ X 1 8.5 65 25 2.6 76.1 mm X 1 8.5 25 2.6 * Hazen-Williams coefficient of friction is 120 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.© 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV r; ~taulic' 10 ~? ~ Firelock® Outlet-T STYLE 922 INSTALLATION WARRANTY NOTE Reference should always be made to the 1-100 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. Refer to the Warranty section of the current Price List or contact Victaulic for details. 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 ~taulic 10.52 3355 REV G UPDATED 12/2009 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.© 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 @@Iii) P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 300 RING HANGER 1 thru 4 inch pipe LISTED FOR STEEUCPVC 1/2 & 3/4 Inch pipe 5 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 203-EX 2551 1 "-8" <@> Approval guide -1 "-8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 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 PIPE ROD 1 3/8 1 1/4 3/8 11/2 3/8 2 3/8 2 1/2 3/8 3 3/8 4 3/8 5 1/2 6 1/2 8 1/2 NFPA 13 UL 1WT. 5 WT.+250 TEST LOAD 30.75 403.75 750 43.95 469.75 750 54.15 520.75 750 76.95 634.75 750 118.35 841.75 850 162.30 1061.50 1050 246.00 1480.00 1500 349.45 1996.75 2000 476.35 2631.75 2650 711.00 3805.00 4050 PIPE A B 1 T B 1 1.8793 2.5259 11/4 2.1382 2.7850 1 1/2 2.2673 2.9140 2 2.6048 3.2516 ll 2 1/2 3.4920 4.1150 3 3.7845 4.4311 4 4.3582 4.9992 6 6.0668 6.8180 8 7.5768 8.3290 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 310 RING RESTRAINER t Restraint SIZE -One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. MATERIAL-Carbon Steel. FINISH -Mil. Galvanized. LISTINGS-@ c *L us 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 follow ing warranty restriction will apply. DISCLAJ MER• AFCON will NOT warrant against the failure of' its products when used in 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 2" nominal width ~ Not less than 3" nominal thickness (2-1 /2") (depth or side f vertical member) Composite/ Truss Consult truss manufacturer for recommended installation point •Pre-<inlling may be required for GST 25-380. Tool available on page 10. • 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. A I Rod Part M d I Screw Ultimate UL Test FM Test Box Case pprova s Size Number O e Descriptions Pullout (lbs) Load (lbs) Load (lbs) Qty Qty 1/4" 8002957 GST 100 1/4 X 1" 210 (7/16" OSB) 25 125 670 (3/4" Ply) 1/4" 8003957 GST 200 1760 (Fir) 25 125 1/4" 8004957 GST 300 2060 Fir) 25 125 3/8" 8006957 GST .75 1/4 X 3/4" 564 (3/4" Ply) 25 125 3/8" 8007957 GST10 1/4x 1" 210 (7/16" OSB) 300 25 125 670 (3/4" Ply) 3/8" 8008957 GST 20 1/4x 2" 1760 (Fir) 850 1475 25 125 3/8" 8068925 GST 20-SS 1/4 X 2" 1760 Fir 850 25 125 3/8" 8009925 GST 25-380 3/8 X 2-1/2" 2113 (Fir 25 125 3/8" 8010957 GST30 1/4x 3" 2060 Fir 1475 25 125 GST 30-SS 2060 Fir 25 125 GST 40 25 125 3/8" 8012925 GST60 1/4 X 611 2230 (Fir) 25 125 1/2" 8013925 GST2 1/4 X 2" 1760 Fir) 25 1/2" 8014925 GST 2.5-380 3/8 X 2-1/2" 2113 (Fir) 25 125 1/2" 8015925 GST3 1/4x3" 2275 Fir 25 125 1/2" 8016925 GST4 1/4 X 4" 2180 (Fir) 25 125 1/2" 8017925 GST6 1/4 X 6" 2230 (Fir) 25 125 SAMMY Swivel Heacf:© for Wood Product Features • Eliminates distortion of threaded rod. • Saves time from traditional methods. • Accommodates up to 3 ½" x 12 pitch roof. #14 Black Nut Driver Part# 8113910 }#14SWRed Nut Driver Part# 8114910 Nut Driver st and safe installation each time. When the face of the driver comes into Part# 811391 o te. 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 +----+ I Minimum 2-1/2' from bottom for branch lines. Minimum 3' from bottom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on top of steel beams. ~ Floor Joist • 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. A rovals Rod Part M d I Screw Ultimate UL Test Box Case PP Size Number O e Descriptions Pullout (lbs) Load (lbs) Qty Qty 1/4" 8018957 1/4" 8019957 3/8" 8020957 3/8" 8021957 3/8" 8073925 #14 SW Red 3/8" 8022925 Nut Driver 3/8" 8023925 Part# 8114910 VERTICAL 1. Insert the appropriate nut driver into a 318" or 112" portable drill. 2. Insert the SAMMYS into the #14 (black) nut driver (pin 8113910). Drill should be in a vertical position. 3. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 114", 3/8", 112" or metric all thread rod, bolt stock. (The 112" requires the #14SW 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 purlin steel. SWG 100 SWG 200 SWG10 SWG20 SWG20-SS 1/4x 1" 622 Fir 25 125 1/4 X 2" 1725 (Fir) 25 125 1/4x 1" 622 (Fir) 300 25 125 1/4x 2" 1725 (Fir) 1050 25 125 1/4x2" 1725 (Fir 850 25 125 2249 (Fir) 1500 1884 (Fir) HORIZONTAL 1. Insert the appropriate nut driver into a 3/8" or 112" portable drill. 2. Insert the SAMMYS into the #14SW (red) nut driver (pin 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. 3. When the nut driver spins free on the SAMMYS, stop the drill and remove. 4. The unit is now ready to receive 1/4", 318" or metric all thread rod or bolt stock. Note: When installing SWOR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. 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.