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7820 SUNCUP WAY; BLDG H; AS160108; Permit
8/15/22, 5:24 PM AS160108 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160108 Job Address: 7820 SUNCUP WY Permit Type: SPRINK Parcel No: 2550122000 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 4/28/2016 Approved: 5/26/2016 Issued: 5/26/2016 Inspector: Project Title: LA COSTA GLEN BLG H 3RD FL REMOVE ALL EXISTING FIRE SPRINKLER PIPING ON 3RD FLOOR OF BLDG H (PARKSIDE) AT LA COSTA GLEN. ALL EXISTING PENDENT FIRE SPRINKLER LOCATIONS TO REMAIN; EXISITNG SPRINKLERS WILL BE REPLACED WITH NEW IN THE EXACT SAME LOCATIONS. INSTALL NEW FIRE SPRINKLER PIPING THROUGHOUT BLDG H 3RD FLOOR Applicant: SIMPLEX GRINNELL 3568 RUFFIN ROAD SOUTH SAN DIEGO CA 858-583-0426 Owner: CONTINUING LIFE COMMUNITIES LLC 1940 LEVANTE ST CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 483 0 483 0 Eli OLVENHAN MUNCPAL WATER DSTRCT Fire O T3St HeSUtS Service 0rde1# Work Order # EAM# 222o I2S7 Flow Test Requested By S€txx'. Project Name LA CO-y)-4 City &ASbod County &Zi1 OMWD Personnel Conducting Test Yflg.. cjZctr, YY k Date 4/1 6 / I Time I 2o Phi Address StvlcAp t- - Pressure Zone L/5,7 Potential Impact To Zone tJ/A Reservoirs Involved 14OA'( P.R. Stations Involved '2Sc c -k. L ( dedct, VUc r- - Static Pressure (prior to flow test) P.S.I. Residual Pressure (during flow test) P.S.I. PITOT Residual Pressure, 2 1/2 inch port P.S.I. I ?3 Calculated Flow G.P.M. / Comments Test Results Reviewed By:OW-- AS 160108 7820 SUNCUP WY ,., OLIVNHAIN MUNICIPAL WATER DISTRICT Service Order Number: 222140 Cr.tEd By...................: OMWDLSMITH Assigned To.............: Systems Operations Created Date & TiriTê ..: 4/11/2016 12:01:47 PM Do Not Disconnect..: Scheduled Date......: 4/11/2016 12:00:00 AM Service Order Type.: Fire Flow Test Service Message.....: Please do fire flow test contact person is Sean Kostka 562-405-3800 skostka@simplexgrinnell.com GP# .......... ............... : W580031 itthc \255- Customer-Account...: 1025064 - .100005 Customer Type .....; Residential Account Status..: Closed Customer Name.......: 0mwd Misc Acct Owner APN .................... Primary Cell .............. : () - Cycle .................. .Handheld Book 001. Home Phone..............: () - Lid/Cover........... Service Address........: Box Size............. San Diego CA 92127 Service Type Dial# MXU# Port# Class# Tvpe Meter # Size Manf Seg # Prey Read Prey Date Water Meter Location: - Latitude: Meter Notes: Longitude: Water Meter Location: - Latitude: Meter Notes: Longitude: Field Notes: ... . . .. .... . . Employee Time: hi..- _____________________________ /1w- _______________________________ L)./18 Iii * Equipment Exchange Domestic Service Fire Service (if applicable) Exchange Date Old Equipment New Equipment Old Equipment New Equipment Dial # scrapped [ Inventory Li Scrapped [j Inventory [] Remote/MXU # Scrapped [Ii Inventory ] Scrapped Inventory J Channel/Port 1* Pulled Read: __.. PullédRead: Remote. Type . . . . . Meter # scrapped J Inventory [I] Scrapped E Inventory Meter Manufacturer Meter Model New Meter Read Work _Completed By __Completed Date _Completed_Time _Domestic Meter Read Fire_MeterRead 5/0 Closed By r - REMOTE AREA #1 - UNIT 301 -4 HEAD CALCULATION HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING H (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92009 Project Location: 7820 SUNCUP WAY Date: 10/7/2016 Contractor Information Name of Contractor: SIMPLEX GRINNELL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: maenglishsimplexgnnnell.com Name of Designer: M. ENGLISH Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 1 Remote Area Location 4 HD UNIT CALC #1 Occupancy Classification RESIDENTIAL Density (gpmlft2) 0.1 Area of Application (ft2) 1600 Coverage per Sprinkler (ft2) 400 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 264.3 Required Pressure at Source (psi) 120.3 0 Type of System Wet TM Volume - Entire System (gal) 561.7 gal Water Supply Information Date Location Source Notes 4/18/2016 LA COSTA GLEN - SUNCUP WAY SRC CO° TM Z CO U) 0' ,<N Co AREA OF APPLICATION: 4 HEADS - 400 SQ. FT. (20'x20') PER HEAD 6 FT. FLEX DROPS WITH 3/4" OUTLET USED. EQUIVALENT LENGTH OF 1" SCH. 40 STEEL PIPE = 41 FT. MAX. NUMBER OF BENDS: 7 MIN. BEND RADIUS: 2" File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 1 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: I (Ontimi2ArJ HvdraiiIir SimnIifidI - :7- / i File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: I Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: SRC Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 155 1790 133 Static Pressure I Residual I I Flow I Available A bl il I I I Total Demand J Required Pressure Node at Source (psi) I Pressure I I (gpm) i Pressure I I (gpm) (psi) (psi) (psi) SRC 155 133 1790 154.7 264.3 120.3 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 164.3 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 164.3 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 115 BOR -Flow (gpm) 164.3 Demand w/o System Pump(s) N/A File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 0 (0 - isd'wnsswd .0 0 -) Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: I Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1-Static 0 155 S2 Supply point #2 - Residual 1790 133 Dl Elevation Pressure 1 0 13.9 D2 System Demand 164.3 120.3 D3 System Demand + Add.Out.Hose 264.3 120.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 154.6 191.1 34 264.3 Supply; Safety Pressure 139.2 179.5 18.6 264.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow -___________ Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ftz) (gpm) (psi) (gpm/ft) (gpm) (psi) S2 Overhead 400 6.9 0.1 40 33.6 0.1 40 33.6 Sprinkler S3 Overhead 400 6.9 0.1 40 33.6 0.101 40.2 34 Sprinkler S4 Overhead 400 6.9 0.1 40 33.6 0.101 40.4 34.3 Sprinkler Si Overhead 400 6.9 0.1 40 33.6 0.109 43.7 40.1 Sprinkler File: SP-101 Fire Sprinkler Plan REV for CALCS_116765.sv$ Date 10/7/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 5 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge / gpm,psi, gpm ft psi psi ft gpm gpm/ft2 psi gpm 0002 Node 69.2 32.83 NODE -15.5 0026 Node 70.8 32.83 NODE -15.5 0027 Node 70.9 32.83 NODE -15.5 0042 Node 71.2 32.83 NODE -15.5 0052 Node 72 32.83 NODE -15.5 0205 Node 91.4 32.83 NODE -15.5 0251 Node 91.5 32:83 NODE -15.5 0370 Node 70.6 32.83 NODE -15.5 0381 Node 71.9 30 NODE -14.3 0382 Node 71.9 30 NODE -14.3 0383 Node 71.8 30 NODE -14.3 0384 Node 72.4 30 NODE -14.3 0385 Node 72.9 30 NODE -14.3 0386 Node 73.1 30 NODE -14.3 0387 Node 73.2 30 NODE -14.3 0388 Node 73.2 30 NODE -14.3 0487 Node 92.5 31 NODE -14.7 0492 Node 93.1 30 NODE -14.3 0493 Node 93.1 30 NODE -14.3 0495 Node 93.2 30 NODE -14.3 0496 Node 93.3 30 NODE -14.3 0497 Node 93.7 30 NODE -14.3 0498 Node 93.3 30 NODE -14.3 0499 Node 93.2 30 NODE -14.3 0500 Node 93.2 30 NODE 1 -14.3 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psI1/2 gpm ft2 psi psi ft gpm gpm/ft2 PSI gpm 0649 Node 92.6 31 NODE -14.7 1239 Node 59.7 31 NODE -14.7 1242 Node 59 31 NODE -14.7 0782 Node 72.4 31 NODE -14.7 0867 Node 92.6 31 NODE -14.7 0986 Node 92.5 31 NODE -14.7 1119 Node 73 31 NODE -14.7 S2 Overhead Sprinkler 6.9 40 400 33.6 33.6 29 HEAD Open 0 0.1 -13.9 40 S3 Overhead Sprinkler 6.9 40.2 400 34 33.6 29 HEAD Open 0.2 0.101 -13.9 40 S4 Overhead Sprinkler 6.9 40.4 400 34.3 33.6 28 HEAD Open 0.4 0.101 -13.4 40 SRC Supply -164.3 120.3 -3 SUPPLY 0 UG1 Node 120.3 -3 NODE 0 UG2 Node 116.7 -3 NODE 0 UG3 Node 116.5 -3 NODE 0 BF-I Node 118.1 2 NODE -2.2 BF-0 Node 114.6 2 NODE -2.2 BOR Node 115 0.5 NODE -1.5 Si Overhead Sprinkler 6.9 43.7 400 40.1 33.6 29 HEAD Open 3.7 0.109 -13.9 40 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p5i½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I S2 29 6.9 40 1 lx(us.Tee-Br)=5 51 120 33.6 Flex-72 1242 31 40 1.049 5 0.4681 -0.9 56 26.2 1242 31 0 1.5 12.25 120 59 1239 31 40 1.61 0 0.0581 0 12.25 0.7 1239 31 80.6 1.5 lx(us.Tee-Br)=8 14.17 120 59.7 0383 30 120.6 1.61 lx(us.90)=4 12 0.4489 0.4 26.17 11.7 0383 30 -22.7 2 6.42 120 71.8 0384 30 98 2.067 0 0.0904 0 6.42 0.6 0384 30 -24.1 2 8.39 120 72.4 0385 30 73.9 2.067 0 0.0536 0 8.39 0.4 0385 30 -23.6 2 8.83 120 72.9 0386 30 50.2 2.067 0 0.0262 0 8.83 0.2 0386 30 -23.4 2 8.83 120 73.1 0387 30 26.8 2.067 0 0.0082 0 8.83 0.1 0387 30 -4.4 1.25 3x(us.Tee-Br)=18 418.14 120 73.2 0487 31 22.4 1.38 10x(us.90)=30 50 0.0422 -0.4 2x(us.45)=2 468.14 19.7 0487 31 0 1.5 lx(us.Tee-Br)=8 1 120 92.5 0492 30 22.4 1.61 8 0.0199 0.4 9 0.2 0492 30 19.7 2.5 9.75 120 93.1 0495 30 42.1 2.635 0 0.0058 0 9.75 0.1 1 0495 30 23.4 2.5 8.95 120 93.2 0496 30 65.5 2.635 0 0.0131 0 8.95 0.1 0496 30 23.6 2.5 lx(us.Tee-Br)=16.47 1.5 120 93.3 0497 30 89.1 2.635 16.47 0.0233 0 17.97 0.4 0497 30 75.2 2.5 lx(coupling)=1.37 75.39 120 93.7 BOR 0.5 164.3 2.635 5x(us.90)=41.19 42.56 0.0722 12.8 117.95 8.5 BOR 0.5 0 6 lx(coupling)=1.73 10 140 115 UG3 -3 164.3 6.4 lx(us.90)=24.19 25.92 0.0007 1.5 35.92 0.0 UG3 -3 0 6 5x(us.90)=98.7 130 150 116.5 UG2 -3 164.3 5.98 lx(us.45)=9.87 108.57 0.0009 0 238.57 0.2 UG2 -3 0 6 lx(us.90)=24.19 5 140 116.7 BF-0 2 164.3 6.4 24.19 0.0007 -2.2 29.19 0.0 File: SP-101 Fire Sprinkler Plan REV for CALCS1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (P0 (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BF-0 2 0 6 5.38 0 114.6 Ames3000SS BF-I 2 164.3 0 0 0.6598 0 5.38 3.5 BF-I 2 0 6 lx(us.45)=12.1 5 140 118.1 UG1 -3 164.3 6.4 12.1 0.0007 2.2 17.1 0.0 UG1 -3 0 6 30 150 120.3 SRC -3 164.3 5.98 0 0.0009 0 30 0.0 SRC 120.3 Path No: 2 S3 29 6.9 40.2 1 ix(us.Tee-Br)=5 51 120 34 Flex-72 1239 31 40.2 1.049 5 0.4734 -0.9 56 26.5 1239 59.7 Path No: 3 S4 28 6.9 40.4 1 lx(us.Tee-Br)=5 51 120 34.3 Flex-72 1239 31 40.4 1.049 5 0.4767 -1.3 56 26.7 1239 59.7 Path No: 4 Si 29 6.9 43.7 1 lx(us.Tee-Br)=5 51 120 40.1 Flex-72' 0002 32.83 43.7 1.049 5 0.5507 -1.7 56 30.8 0002 32.83 -17.8 1.25 25.42 120 69.2 0370 32.83 25.9 1.38 0 0.055 0 ________ 25.42 1.4 0370 32.83 -1.7 1.25 lx(us.Tee-Br)=6 403.31 120 70.6 0251 32.83 24.2 1.38 8x(us.45)=8 26 0.0485 0 4x(us.90)=12 429.31 20.8 0251 32.83 2.5 1.25 ix(us.Tee-Br)=6 2.83 120 91.5 0500 30 26.7 1.38 6 0.0583 1.2 8.83 0.5 0500 30 0 2.5 5.44 120 93.2 0499 30 26.7 2.635 0 0.0025 0 5.44 0.0 0499 30 24.4 2.5 8.52 120 93.2 0498 30 51.1 2.635 0 0.0083 0 8.52 1 0.1 0498 30 24.1 2.5 lx(us.Tee-Br)=16.47 7.1 120 93.3 0497 30 75.2 2.635 16.47 0.017 0 23.57 0.4 0497 93.7 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 5 0383 30 0 2 2.08 120 71.8 0382 30 22.7 2.067 0 0.006 0 2.08 0.0 0382 30 1.7 1.25 2x(us.Tee-Br)=12 396.18 120 71.9 0499 30 24.4 1.38 8x(us.90)=24 38 0.0492 0 2x(us.45)=2 1434.181 21.4 0499 93.2 Path No: 6 0384 30 0 1.5 2x(us.Tee-Br)=16 1 120 72.4 0782 31 24.1 1.61 16 0.0228 -0.4 17 0.4 0782 31 0 1.25 lx(us.Tee-Br)=6 394.27 120 72.4 0649 31 24.1 1.38 2x(us.45)=2 26 0.0482 0 6x(us.90)=18 420.27 20.3 0649 31 0 1.5 lx(us.Tee-Br)=8 1 120 92.6 0498 30 24.1 1.61 8 0.0228 0.4 9 0.2 0498 93.3 Path No: 7 0385 30 0 1.25 3x(us.Tee-Br)=18 397.15 120 72.9 0867 31 23.6 1.38 2x(us.45)=2 38 0.0464 -0.4 6x(us.90)=18 435.15 20.2 0867 31 0 1.5 lx(us.Tee-Br)=8 1 120 92.6 0496 30 23.6 1.61 8 0.0219 0.4 9 0.2 0496 93.3 Path No: 8 0386 30 0 1.5 2x(us.Tee-Br)=16 1 120 73.1 1119 31 23.4 1.61 16 0.0215 -0.4 17 0.4 1119 31 0 1.25 2x(us.Tee-Br)=12 398.79 120 73 0986 31 23.4 1.38 5x(us.90)=15 29 0.0455 0 2x(us.45)=2 427.79 19.5 0986 31 0 1.5 lx(us.Tee-Br)=8 1 120 92.5 0495 30 23.4 1.61 8 0.0215 0.4 9 0.2 !0495 93.2 File: SP-101 Fire Sprinkler Plan REV for CALCSj_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 9 0387 30 0 2 lx(us.Tee-Br)=10 5.83 120 73.2 0388 30 4.4 2.067 10 0.0003 0 15.83 0 0388 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 73.2 0052 32.83 4.4 1.38 6 0.0021 -1.2 8.83 0.0 0052 32.83 17.8 1.25 16x(us.45)=16 420.06 120 72 0205 32.83 22.2 1.38 11x(us.90)=33 49 0.0413 0 469.06 19.4 0205 32.83 -2.5 1.25 2x(us.Tee-Br)=12 2.83 120 91.4 0493 30 19.7 1.38 12 0.0331 1.2 14.83 0.5 0493 30 0 2.5 5.6 120 93.1 0492 30 19.7 2.635 0 0.0014 0 5.6 0 0492 93.1 Path No: 10 0002 32.83 0 1.25 4x(us.45)=4 42.27 120 69.2 0026 32.83 17.8 1.38 4x(us.90)=12 16 0.0274 0 58.27 1.6 0026 32.83 -8.1 1.25 3x(us.90)=9 35 120 70.8 0042 32.83 9.6 1.38 9 0.0088 0 44 0.4 0042 32.83 8.1 1.25 2x(us.45)=2 25.82 120 71.2 0052 32.83 17.8 1.38 2 0.0274 0 27.82 0.8 0052 72 Path No: 11 0370 32.83 0 1.25 lx(us.Tee-Br)=6 2.83 120 70.6 0381 30 1.7 1.38 6 0.0004 1.2 8.83 0 0381 30 0 2 lx(us.Tee-Br)=10 5.18 120 71.9 0382 30 1.7 2.067 10 0.0000 0 - 15.18 0 0382 71.9 Path No: 12 0205 32.83 0 1.25 2x(us.Tee-Br)=12 81.94 120 91.4 0251 32.83 2.5 1.38 4x(us.45)=4 43 0.0007 0 9x(us.90)=27 124.94 0.1 0251 91.5 Path No: 13 0026 32.83 0 1.25 lx(us.Tee-Br)=6 2.6 120 70.8 0027 32.83 8.1 1.38 lx(us.90)=3 9 0.0064 0 11.6 0.1 0027 32.83 0 1.25 lx(us.Tee-Br)=6 31.89 120 70.9 0042 32.83 8.1 1.38 3x(us.90)=9 17 0.0064 0 2x(us.45)=2 48.89 0.3 0042 71.2 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F P1 per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.01 ft/s occurs in the following pipe(s): (0383-1239) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 12 64.3gpm(1643cprnqpmadf t ioe) Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Device Graphs Pressure vs. Flow Function Design Area: 1; SupplyRef.: SRC; Supply Name:SRC CD CD • c'CD _ Fkw qpm Pressure Loss Function Design Area I BIP Ref 1.661 (Ames3000SS, Size = 6), Inlet Node BF -I; Outlet Node BF-O Fiowpm FiI: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 REMOTE AREA #2 - UNIT 310 -4 HEAD CALCULATION HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING H (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92009 Project Location: 7820 SUNCUP WAY Date: 10/7/2016 Contractor Information Name of Contractor: SIMPLEX GRINNELL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: maenglish@simplexgnnnell.com Name of Designer: M. ENGLISH Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 2 Remote Area Location 4 HD UNIT CALC #2 Occupancy Classification Residential Density (gpm/ft2) 0.1 Area of Application (ft2) 1600 Coverage per Sprinkler (ft2) 400 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 261.1 Required Pressure at Source (psi) 120.8 Type of System Wet Volume - Entire System (gal) 558.9 gal Water Supply Information Date 4/18/2016 Location LA COSTA GLEN - SUNCUP WAY Source . SRC Notes AREA OF APPLICATION: 4 HEADS - 400 SQ. FT. (20'x20) PER HEAD 6 FT. FLEX DROPS WITH 3/4" OUTLET USED. EQUIVALENT LENGTH OF 1" SCH. 40 STEEL PIPE = 41 FT. MAX. NUMBER OF BENDS: 7 MIN. BEND RADIUS: 2' File: SP-101 Fire Sprinkler Plan REV for CALCS1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (flntimi2Ad Hvdriiilir SimnIifid File: SP-1O1 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright ©2002-2012 Tyco Fire Protection Products Page 15 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 2 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb.s/ft2) Water Supply Parameters Supply 1: SRC Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (qpm) Pressure (psi) 0 155 1790 133 Static Pressure Residual I I I I Flow I Available I I Total Demand I Required Pressure Node at Source I Pressure I Pressure I (psi) I (psi) (gpm) I (psi) I (gpm) I (psi) I SRC 155 133 1790 154.7 261.1 120.8 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 161.1 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 161.1 Other Required-Margin of Safety (%) 10 BOR - Pressure (psi) 115.4 BOR -Flow (gpm) 161.1 Demand w/o System Pump(s) N/A File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 16 W 0) (0 0 E 0 01 (0 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 155 S2 Supply point #2 - Residual 1790 133 Dl Elevation Pressure 0 13.9 02 System Demand 161.1 120.8 D3 System Demand + Add.Out.Hose 261.1 120.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) © Flow (gpm) Supply 154.7 186.9 33.5 261.1 Supply; Safety Pressure 139.2 175.5 18.1 261.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S5 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.1 40 33.6 S6 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.101 40.5 34.4 S7 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.1 40 33.6 S8 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.102 40.6 34.6 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 18 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0026 Node 79.8 32.83 NODE -15.5 0027 Node 79.7 32.83 NODE -15.5 0042 Node 79.5 32.83 NODE -15.5 0052 Node 79.1 32.83 NODE -15.5 0102 Node 58.2 32.83 NODE -15.5 0105 Node 58.1 32.83 NODE -15.5 0205 Node 91.4 32.83 NODE -15.5 0251 Node 92.4 3283 NODE -15.5 0370 Node 81.1 32.83 NODE -15.5 0381 Node 82.3 30 NODE -14.3 0382 Node 82.3 30 NODE -14.3 0384 Node 82.3 30 NODE -14.3 0385 Node 82.1 30 NODE -14.3 0386 Node 81.8 30 NODE -14.3 0387 Node 81.4 30 NODE -14.3 0388 Node 81.3 30 NODE -14.3 0421 Node 60.3 31 NODE -14.7 0423 Node 60.3 31 NODE -14.7 0487 Node 92.8 31 NODE -14.7 0492 Node 93.6 30 NODE -14.3 0493 Node 93.6 30 NODE -14.3 0495 Node 93.8 30 NODE -14.3 0496 Node 93.9 30 NODE -14.3 0497 Node 94.4 30 NODE -14.3 0498 Node 94.2 30 NODE 1 -14.3 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 19 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psl1/2 gpm ft2 psi psi It gpm gpm/ft2 psi gpm 0499 Node 94.1 30 NODE -14.3 0500 Node 94.1 30 NODE -14.3 0649 Node 93.6 31 NODE -14.7 0782 Node 82.1 31 NODE -14.7 0867 Node 93.4 31 NODE -14.7 0986 Node 93.2 31 NODE -14.7 1119 Node 81.6 31 NODE -14.7 S5 Overhead Sprinkler 6.9 40 400 33.6 33.6 29 HEAD Open 0 0.1 -13.9 40 S6 Overhead Sprinkler 6.9 40.5 400 34.4 33.6 29 HEAD Open 0.5 0.101 -13.9 40 S7 Overhead Sprinkler 6.9 40 400 33.6 33.6 29 HEAD Open 0 0.1 -13.9 40 S8 Overhead Sprinkler 6.9 40.6 400 34.6 33.6 28 HEAD Open 0.6 0.102 -13.4 40 SRC Supply -161.1 120.8 -3 SUPPLY . 0 UG1 Node 120.8 -3 NODE 0 UG2 Node 117.2 -3 NODE 0 UG3 Node 117 -3 NODE 0 BF-I Node 118.6 2 NODE -2.2 BF-0 Node 115 2 NODE -2.2 BOR Node 115.4 0.5 NODE -1.5 File: SP-101 Fire Sprinkler Plan REV for CALCS1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 20 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I S5 29 6.9 40 1 lx(us.Tee-Br)=5 51 120 33.6 Flex-72" 0105 32.83 40 1.049 5 0.468 -1.7 56 26.2 0105 32.83 -2.7 1.25 9x(us.45)=9 277.05 120 58.1 0205 32.83 37.3 1.38 7x(us.90)=21 30 0.1083 0 307.05 33.3 0205 32.83 -8.9 1.25 2x(us.Tee-Br)=12 2.83 120 91.4 0493 30 28.4 1.38 12 0.0654 1.2 14.83 1 0493 30 0 2.5 5.6 120 93.6 0492 30 28.4 2.635 0 0.0028 0 5.6 0.0 0492 30 35.7 2.5 9.75 120 93.6 0495 30 64.1 2.635 0 0.0126 0 9.75 0.1 0495 30 17.6 2.5 8.95 120 93.8 0496 30 81.8 2.635 0 0.0198 0 8.95 0.2 0496 30 17.6 2.5 lx(us.Tee-Br)=16.47 1.5 120 93.9 0497 30 99.3 2.635 16.47 0.0284 0 17.97 0.5 0497 30 61.7 2.5 lx(coupling)=1.37 75.39 120 94.4 BOR 0.5 161.1 2.635 5x(us.90)=41.19 42.56 0.0696 12.8 117.95 8.2 BOR 0.5 0 6 lx(coupling)=1.73 10 140 115.4 UG3 -3 161.1 6.4 lx(us.90)=24.19 25.92 0.0007 1.5 35.92 0.0 UG3 -3 0 6 5x(us.90)=98.7 130 150 117 UG2 -3 161.1 5.98 lx(us.45)=9.87 108.57 0.0009 0 238.57 0.2 1 UG2 -3 0 6 lx(us.90)=24.19 5 140 117.2 BF-0 2 161.1 6.4 24.19 0.0007 -2.2 29.19 0.0 BF-0 2 0 6 5.38 0 115 Ames3000SS BF-1 2 161.1 0 0 0.6704 0 5.38 3.6 BF-I 2 0 6 lx(us.45)=12.1 5 140 118.6 UG1 -3 161.1 6.4 12.1 0.0007 2.2 17.1 0.0 UG1 -3 0 6 30 150 120.8 SRC -3 161.1 5.98 0 0.0009 0 30 0.0 SRC 120.8 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 21 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 2 S7 29 6.9 40 1 lx(us.Tee-Br)=5 51 120 33.6 Flex-72" 0102 32.83 40 1.049 5 0.4681 -1.7 56 26.2 0102 32.83 2.7 1.25 4x(us.90)=12 131.7 120 58.2 0052 32.83 42.7 1.38 7x(us.45)=7 19 0.1387 0 150.7 20.9 0052 32.83 -13.4 1.25 2x(us.Tee-Br)=12 2.83 120 79.1 0388 30 29.2 1.38 12 0.0688 1.2 14.83 1 0388 30 0 2 5.83 120 81.3 0387 30 29.2 2.067 0 0.0096 0 5.83 0.1 0387 30 45.4 2 8.83 120 81.4 0386 30 74.6 2.067 0 0.0546 0 8.83 0.5 0386 30 -17.6 2 8.83 120 81.8 0385 30 56.9 2.067 0 0.0331 0 8.83 0.3 0385 30 -17.6 2 8.39 120 82.1 0384 30 39.4 2.067 0 0.0167 0 8.39 0.1 0384 30 -17.8 2 8.5 120 82.3 0382 30 21.6 2.067 0 0.0055 0 8.5 0.0 0382 30 -3.9 1.25 2x(us.Tee-Br)=12 396.18 120 82.3 0499 30 17.7 1.38 8x(us.90)=24 38 0.0271 0 2x(us.45)=2 434.18 11.8 0499 30 26.3 2.5 8.52 120 94.1 0498 30 43.9 2.635 0 0.0063 0 8.52 0.1 0498 30 17.8 2.5 lx(us.Tee-Br)=16.47 7.1 120 94.2 0497 30 61.7 2.635 16.47 0.0118 0 23.571 0.3 0497 94.4 Path No: 3 S6 29 6.9 40.5 1 lx(us.Tee-Br)=5 51 120 34.4 Flex-72" 0423 31 40.5 1.049 5 0.4781 -0.9 56 26.8 0423 31 -4.8 1.25 lx(us.Tee-Br)=6 288.81 120 60.3 0487 31 35.7 1.38 10x(us.90)=30 37 0.0997 0 lx(us.45)=1 325.81 32.5 0487 31 0 1.5 lx(us.Tee-Br)=8 1 120 92.8 0492 30 35.7 1.61 8 0.0471 0.4 9 0.4 0492 93.6 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_16765.sv$ Date 10/7/2016 Copyright© 2002-2012 Tyco Fire Protection Products Page 22 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 S8 28 6.9 40.6 1 lx(us.Tee-Br)=5 51 120 34.6 Flex-72 0421 31 40.6 1.049 5 0.4815 -1.3 56 27 0421 31 4.8 1.25 2x(us.Tee-Br)=12 119.58 120 60.3 0387 30 45.4 1.38 lx(us.45)=1 13 0.1555 0.4 132.58 20.6 0387 81.4 Path No: 5 0105 32.83 0 1.25 11.31 120 58.1 0102 32.83 2.7 1.38 0 0.0008 0 11.31 0 0102 58.2 Path No: 6 0205 32.83 0 1.25 2x(us.Tee-Br)=12 81.94 120 91.4 0251 32.83 8.9 1.38 4x(us.45)=4 43 0.0076 0 9x(us.90)=27 124.94 1 0251 32.83 17.3 1.25 lx(us.Tee-Br)=6 2.83 120 92.4 0500 30 26.3 1.38 6 0.0565 1.2 8.83 0.5 0500 30 0 2.5 5.44 120 94.1 0499 30 26.3 2.635 0 0.0024 0 5.44 0.0 0499 94.1 Path No: 7 0052 32.83 0 1.25 2x(us.45)=2 25.82 120 79.1 0042 32.83 13.4 1.38 2 0.0164 0 27.82 0.5 0042 32.83 -6.1 1.25 3x(us.90)=9 35 120 79.5 0026 32.83 7.3 1.38 9 0.0053 0 44 0.2 0026 32.83 6.1 1.25 4x(us.90)=12 67.69 120 79.8 0370 32.83 13.4 1.38 4x(us.45)=4 16 0.0164 0 83.69 1.4 0370 32.83 3.9 1.25 lx(us.Tee-Br)=6 403.31 120 81.1 0251 32.83 17.3 1.38 8x(us.45)=8 26 0.0262 0 4x(us.90)=12 429.31 11.3 0251 92.4 File: SP-101 Fire Sprinkler Plan REV for CALCS1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 23 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 8 0386 30 0 1.5 2x(us.Tee-Br)=16 1 120 81.8 1119 31 17.6 1.61 16 0.0128 -0.4 17 0.2 1119 31 0 1.25 2x(us.Tee-Br)=12 398.79 120 81.6 0986 31 17.6 1.38 5x(us.90)=15 29 0.0271 0 2x(us.45)=2 1427.79 0986 31 0 1.5 lx(us.Tee-Br)=8 1 120 93.2 0495 30 17.6 1.61 8 0.0128 0.4 9 0.1 0495 93.8 Path No: 9 0385 30 0 1.25 3x(us.Tee-Br)=18 397.15 120 82.1 0867 31 17.6 1.38 2x(us.45)=2 38 0.0268 -0.4 6x(us.90)=18 435.15 11.7 0867 31 0 1.5 lx(us.Tee-Br)=8 1 120 93.4 0496 30 17.6 1.61 8 0.0127 0.4 9 0.1 0496 93.9 Path No: 10 0384 30 0 1.5 2x(us.Tee-Br)=16 1 120 82.3 0782 31 17.8 1.61 16 0.013 -0.4 17 0.2 0782 31 0 1.25 lx(us.Tee-Br)=6 394.27 120 82.1 0649 31 17.8 1.38 2x(us.45)=2 26 0.0275 C 6x(us.90)=18 420.27 11.5 0649 31 0 1.5 lx(us.Tee-Br)=8 1 120 93.6 0498 30 17.8 1.61 8 0.013 0.4 9 0.1 0498 94.2 Path No: 11 0382 30 0 2 lx(us.Tee-Br)=10 5.18 120 82.3 0381 30 3.9 2.067 10 0.0002 0 15.18 0 0381 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 82.3 0370 32.83 3.9 1.38 6 0.0017 -1.2 8.83 0.0 0370 81.1 Path No: 12 0423 31 0 1.25 9.75 120 60.3 0421 31 4.8 1.38 0 0.0024 0 9.75 0.0 0421 60.3 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 24 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 13 0042 32.83 0 1.25 4x(us.90)=12 31.89 120 79.5 0027 32.83 6.1 1.38 2x(us.45)=2 20 0.0038 0 lx(us.Tee-Br)=6 51.89 0.2 0027 32.83 0 1.25 lx(us.Tee-Br)=6 2.6 120 79.7 0026 32.83 6.1 1.38 6 0.0038 0 8.6 0.0 0026 79.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 15.08 ft/s occurs in the following pipe(s): (0421-S8) """ Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 25 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Device Graphs Pressure vs.. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC How, gpm Pressure Loss Function DesignArea: 2; 8FF!. Ref.: 1661 (Ames3000SS, Size= 6);, Inlet Node: BF-11;- Outlet Node: BF-0 9 14 __ ................................................................................................ ___ ___................................................................................................................................................................................................_.. 2-0 - T .. .I a I a a a a a a a a . a a a a a a. - o: a a. a. a. a. a c Q C1.wi r - a. a a a. -ca a Flow, .qpm File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 26 REMOTE AREA #3-5 HEAD CORRIDOR CALCULATION HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING H (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92009 Project Location: 7820 SUNCUP WAY Date: 10/7/2016 Contractor Information Name of Contractor: SIMPLEX GRINNELL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: maenglish@simplexgrinnell.com Name of Designer: M. ENGLISH Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 3 Remote Area Location CORRIDOR CALC. Occupancy Classification LIGHT HAZARD Density (gpm/f12) 0.1 Area of Application (ft2) 1125 Coverage per Sprinkler (ft2) 225 Number of Calculated Sprinklers 5 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 214 Required Pressure at Source (psi) 94.3 Type of System Wet Volume - Entire System (gal) 561.2 gal Water Supply Information Date Location Source Notes 4/18/2016 LA COSTA GLEN - SUNCUP WAY SRC AREA OF APPLICATION: 5 HEADS 6 FT. FLEX DROPS WITH 1/2" OUTLET USED. EQUIVALENT LENGTH OF 1" SCH. 40 STEEL PIPE = 41 FT. MAX. NUMBER OF BENDS: 6 MIN. BEND RADIUS: 2" File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 27 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 3 (0nfimi2Ad HvdriiiIk SimnIifiriI I / . ••••••••••• / . 1 / File: SP-101 Fire Sprinkler Plan REV for CALCSj_1_6765.sv$ Date 10/7/2016 Copyright ©2002-2012 Tyco Fire Protection Products Page 28 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 3 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1: SRC Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 155 1790 133 I Static Pressure I Residual I I Flow I Available I Total Demand I Required Pressure Node at Source (psi) I I Pressure (gpm) I I Pressure (gpm) (psi) (psi) I (psi) I SRC 155 133 1790 154.9 214 94.3 Hoses Inside Hose Flow I Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 114 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 114 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 88.2 BOR -Flow (gpm) 114 Demand w/o System Pump(s) N/A File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 29 IP 0 (a I ad Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point 1-Static 0 155 S2 Supply point #2 - Residual 1790 133 Dl Elevation Pressure 0 13.9 D2 System Demand 114 94.3 D3 System Demand + Add.Out.Hose 214 94.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 154.8 154.4 60.3 214 Supply; Safety Pressure 139.3 145 44.9 214 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi½) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S12 Overhead 225 5.6 0.1 22.5 16.1 0.1 22.5 16.1 Sprinkler S13 Overhead 225 5.6 0.1 22.5 16.1 0.101 22.7 16.5 Sprinkler S9 Overhead 225 5.6 0.1 22.5 16.1 0.105 23.7 17.9 Sprinkler S1O Overhead 225 5.6 0.1 22.5 16.1 0.1 22.6 16.3 Sprinkler Sit Overhead 225 5.6 0.1 22.5 16.1 0.1 22.5 16.1 Sprinkler File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 31 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m/ s1½ gp p gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S10 Overhead Sprinkler 5.6 22.6 225 16.3 16.1 29 HEAD Open 0.1 0.1 -13.9 22.5 Sil Overhead Sprinkler 5.6 22.5 225 16.1 16.1 29 HEAD Open 0 0.1 -13.9 22.5 S12 Overhead Sprinkler 5.6 22.5 225 16.1 16.1 29 HEAD Open 0 0.1 -13.9 22.5 S13 Overhead Sprinkler 5.6 22.7 225 16.5 16.1 29 HEAD Open 0.2 0.101 -13.9 22.5 S9 Overhead Sprinkler 5.6 23.7 225 17.9 16.1 29 HEAD Open 1.2 0.105 -13.9 22.5 0026 Node 64.5 32.83 NODE -15.5 0027 Node 64.5 32.83 NODE -15.5 0042 Node 64.5 32.83 NODE -15.5 0052 Node 64.5 32.83 NODE -15.5 0205 Node 69.5 32.83 NODE -15.5 0251 Node 69.6 32.83 NODE -15.5 0370 Node 64.5 32.83 NODE -15.5 0381 Node 65.7 30 NODE -14.3 0382 Node 65.6 30 NODE -14.3 0384 Node 65.6 30 NODE -14.3 0385 Node 65.5 30 NODE -14.3 0386 Node 65.6 30 NODE -14.3 0387 Node 65.6 30 NODE -14.3 0388 Node 65.7 30 NODE -14.3 0487 Node 70.3 31 NODE -14.7 0492 Node 70.8 .30 NODE -14.3 0493 Node 70.8 30 NODE -14.3 0495 Node 70.8 30 NODE -14.3 0496 Node 70.8 30 NODE -14.3 0497 Node 71.1 30 NODE 1 -14.3 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 32 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0498 Node 71 30 NODE -14.3 0499 Node 71 30 NODE -14.3 0500 Node 71 30 NODE -14.3 0649 Node 70.5 31 NODE -14.7 0782 Node 65.3 31 NODE -14.7 0867 Node 69.7 31 NODE -14.7 0922 Node 24.8 31 NODE -14.7 0923 Node 24.3 31 NODE -14.7 0924 Node 24.3 31 NODE -14.7 0925 Node 24.5 31 NODE -14.7 0928 Node 27 31 NODE -14.7 0986 Node 70.3 31 NODE -14.7 1119 Node 65.2 31 NODE -14.7 BF-I Node 92.1 2 NODE -2.2 BF-0 Node 87.7 2 NODE -2.2 BOR Node 88.2 0.5 NODE -1.5 UG1 Node 94.2 -3 NODE 0 UG2 Node 89.9 -3 NODE 0 UG3 Node 89.8 -3 NODE 0 SRC Supply -114 94.3 -3 SUPPLY 0 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright© 2002-2012 Tyco Fire Protection Products Page 33 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No Sli 29 5.6 22.5 1 lx(us.Tee-Br)=5 51 120 16.1 Flex-72 0924 31 22.5 1.049 5 0.1613 -0.9 56 9 0924 31 -1.6 1.25 5.92 120 24.3 0925 31 20.9 1.38 0 0.0369 0 5.92 0.2 0925 31 22.6 1.25 2x(us.90)=6 10.92 120 24.5 0928 31 43.5 1.38 6 0.1436 0 16.92 2.4 0928 31 23.7 1.25 2x(us.Tee-Br)=12 105.54 120 27 0385 30 67.1 1.38 lx(us.45)=1 13 0.3213 0.4 118.54 38.1. 0385 30 -33 2 8.39 120 65.5 0384 30 34.2 2.067 0 0.0128 0 8.39 0.1 1 0384 30 -11.7 2 8.5 120 65.6 0382 30 22.5 2.067 0 0.0059 0 8.5 0.1 0382 30 -10.9 1.25 2x(us.Tee-Br)=12 396.18 120 65.6 0499 30 11.5 1.38 8x(us.90)=24 38 0.0123 0 2x(us.45)=2 434.18 5.4 0499 30 14.4 2.5 8.52 120 71 0498 30 26 2.635 0 0.0024 0 8.52 0.0 0498 30 11.7 2.5 1x(us.Tee-Br)=16.47 7.1 120 71 0497 30 37.6 2.635 16.47 0.0047 0 23.57 0.1 1 0497 30 76.4 2.5 lx(coupling)=1.37 75.39 120 71.1 BOR 0.5 114 2.635 5x(us.90)=41.19 42.56 0.0367 12.8 117.95 4.3 BOR 0.5 0 6 lx(coupling)=1.73 10 140 88.2 UG3 -3 114 6.4 lx(us.90)=24.19 25.92 0.0004 1.5 35.92 0.0 UG3 -3 0 6 5x(us.90)=98.7 130 150 89.8 UG2 -3 114 5.98 lx(us.45)=9.87 108.57 0.0004 0 238.57 0.1 UG2 -3 0 6 lx(us.90)=24.19 5 140 89.9 BF-0 2 114 6.4 24.19 0.0004 -2.2 29.19 0.0 BF-0 2 0 6 5.38 0 87.7 Ames3000SS BF-I 2 114 0 0 0.8104 0 *** 5.38 4.4 BF-1 2 0 6 lx(us.45)=12.1 5 140 92.1 UG1 -3 114 6.4 12.1 0.0004 2.2 17.1 1 0 UG1 -3 0 6 30 150 94.2 SRC -3 114 5.98 0 0.0004 0 30 0.0 SRC 94.3 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 34 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 S12 29 5.6 22.5 1 lx(us.Tee-Br)=5 51 120 16.1 Flex-72' 0923 31 22.5 1.049 5 0.1613 -0.9 56 9 0923 31 1.6 1.25 9.83 120 24.3 0922 31 24.1 1.38 0 0.0483 0 9.83 0.5 0922 31 22.7 1.25 lx(us.Tee-Br)=6 252.95 120 24.8 0867 31 46.9 1.38 lx(us.45)=1 19 0.1651 0 4x(us.90)=12 271.95 44.9 0867 31 0 1.5 lx(us.Tee-Br)=8 1 120 69.7 0496 30 46.9 1.61 8 0.0779 0.4 9 0.7 0496 30 29.5 2.5 lx(us.Tee-Br)=16.47 1.5 120 70.8 0497 30 76.4 2.635 16.47 0.0175 0 17.97 0.3 1 0497 71.1 Path No: 3 510 29 5.6 22.6 1 lx(us.Tee-Br)=5 51 120 16.3 Flex-72" 0925 31 22.6 1.049 5 0.1626 -0.9 56 9.1 0925 24.5 Path No: 4 S13 29 5.6 22.7 1 lx(us.Tee-Br)=5 51 120 16.5 Flex-72" 0922 31 22.7 1.049 5 0.1642 -0.9 56 9.2 0922 24.8 Path No: 5 59 29 5.6 23.7 1 lx(us.Tee-Br)=5 51 120 17.9 Flex-72 0928 31 23.7 1.049 5 0.1774 -0.9 56 9.9 0928 27 Path No: 6 0924 31 0 1.25 12 120 24.3 0923 31 1.6 1.38 0 0.0003 0 12 0 0923 24.3 File: SP-1 01 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 35 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 7 0385 30 0 2 8.83 120 65.5 0386 30 33 2.067 0 0.012 0 8.83 0.1 0386 30 -11.3 2 8.83 120 65.6 0387 30 21.7 2.067 0 0.0056 0 8.83 0.0 0387 30 -10.8 2 lx(us.Tee-Br)=10 5.83 120 65.6 0388 30 10.9 2.067 10 0.0016 0 15.83 0.0 0388 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 65.7 0052 32.83 10.9 1.38 6 0.0111 -1.2 8.83 0.1 0052 32.83 -0.3 1.25 16x(us.45)=16 420.06 120 64.5 0205 32.83 10.6 1.38 11x(us.90)=33 49 0.0105 0 469.06 4.9 0205 32.83 -3.1 1.25 2x(us.Tee-Br)=12 2.83 120 69.5 0493 30 7.5 1.38 12 0.0055 1.2 14.83 0.1 1 0493 30 0 2.5 5.6 120 70.8 0492 30 7.5 2.635 0 0.0002 0 5.6 0 0492 30 10.8 2.5 9.75 120 70.8 0495 30 18.3 2.635 0 0.0012 0 9.75 0.0 0495 30 11.3 2.5 8.95 120 70.8 0496 30 29.5 2.635 0 0.003 0 8.95 0.0 0496 70.8 Path No: 8 0384 30 0 1.5 2x(us.Tee-Br)=16 1 120 65.6 0782 31 11.7 1.61 16 0.0059 -0.4 17 0.1 0782 31 0 1.25 lx(us.Tee-Br)=6 394.27 120 65.3 0649 31 11.7 1.38 2x(us.45)=2 26 0.0125 0 6x(us.90)=18 420.27 5.3 0649 31 0 1.5 lx(us.Tee-Br)=8 1 120 70.5 0498 30 11.7 1.61 8 0.0059 0.4 9 0.1 1 0498 71 File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 36 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 9 0382 30 0 2 lx(us.Tee-Br)=10 5.18 120 65.6 0381 30 10.9 2.067 10 0.0016 0 15.18 0.0 0381 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 65.7 0370 32.83 10.9 1.38 6 0.0112 -1.2 8.83 0.1 0370 32.83 0.3 1.25 lx(us.Tee-Br)=6 403.31 120 64.5 0251 32.83 11.3 1.38 8x(us.45)=8 26 0.0118 0 4x(us.90)=12 429.31 5.1 0251 32.83 3.1 1.25 lx(us.Tee-Br)=6 2.83 120 69.6 0500 30 14.4 1.38 6 0.0186 1.2 8.83 0.2 0500 30 0 2.5 5.44 120 71 0499 30 14.4 2.635 0 0.0008 0 5.44 0 0499 71 Path No: 10 0386 30 0 1.5 2x(us.Tee-Br)=16 1 120 65.6 1119 31 11.3 1.61 16 0.0056 -0.4 17 0.1 1119 31 0 1.25 2x(us.Tee-Br)=12 398.79 120 65.2 0986 31 11.3 1.38 5x(us.90)=15 29 0.0118 0 2x(us.45)=2 427.79 5.1 0986 31 0 1.5 lx(us.Tee-Br)=8 1 120 70.3 0495 30 11.3 1.61 8 0.0056 0.4 9 0.1 0495 70.8 Path No: 11 0387 30 0 1.25 3x(us.Tee-Br)=18 418.14 120 65.6 0487 31 10.8 1.38 10x(us.90)=30 50 0.0109 -0.4 2x(us.45)=2 468.14 5.1 0487 31 0 1.5 lx(us.Tee-Br)=8 1 120 70.3 0492 30 10.8 1.61 8 0.0051 0.4 9 0.0 0492 70.8 Path No: 12 0052 32.83 0 1.25 lx(us.Tee-Br)=6 25.82 120 64.5 0042 32.83 0.3 1.38 2x(us.45)=2 8 0.0000 0 33.82 0 0042 32.83 -0.2 1.25 4x(us.90)=12 31.89 120 64.5 0027 32.83 0.2 1.38 2x(us.45)=2 14 0 0 45.89 0 0027 32.83 0 1.25 lx(us.Tee-Br)=6 2.6 120 64.5 0026 32.83 0.2 1.38 6 0 0 8.6 1 0 0026 32.83 0.2 1.25 4x(us.90)=12 67.69 120 64.5 0370 32.83 0.3 1.38 4x(us.45)4 16 0.0000 0 83.69 0 0370 64.5 File: SP-101 Fire Sprinkler Plan REV for CALCS1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 37 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (P0 (ft) (gpm/p5i1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 0205 32.83 0 1.25 2x(us.Tee-Br)=12 81.94 120 69.5 0251 32.83 3.1 1.38 4x(us.45)=4 43 0.0011 0 9x(us.90)=27 124.94 0.1 0251 69.6 Path No: 14 0042 32.83 0 1.25 lx(us.Tee-Br)=6 35 120 64.5 0026 32.83 0.2 1.38 3x(us.90)=9 15 0 0 50 0 0026 64.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.4 ft/s occurs in the following pipe(s): (0385-0928) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 38 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Device Graphs Pressure vs Flow Function Design Area 3, Supply Ref.: SRC, Supply Name SRC 214 am Flow, qpm Pressure Ls Function Design Area 3, BIP Ref 1661 (Ames3000SS, Size = 6), Inlet Node BE I, Outlet Node BF 0 — CD Flow, gpm File: SP-101 Fire Sprinkler Plan REV for CALCS_1_1_6765.sv$ Date 10/7/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 39 REMOTE AREA #4- SPECIFIC APPLICATION ATTIC SPRINKLERS HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING H (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92009 Project Location: 7820 SUNCUP WAY Date: 4/15/2016 Contractor Information Name of Contractor: SIMPLEX GRINNELL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: maenglish@simplexgnnnell.com Name of Designer: M. ENGLISH Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 4 Remote Area Location UNIT 313 Occupancy Classification LIGHT HAZARD Density (gpm1ft2) 0.1 Area of Application (ft2) 5 HEADS Coverage per Sprinkler (ft2) 250 Number of Calculated Sprinklers 5 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 229.5 Required Pressure at Source (psi) 113.9 Type of System Wet Volume - Entire System (gal) 550.3 gal Water Supply Information Date 4/18/2016 Location LA COSTA GLEN - SUNCUP WAY Source SRC Notes MOST DEMANDING 5 SPRINKLERS PER TYCO DOCUMENT TFP610 FOR MODELS BB, SD, HIP, AND AP SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS, FIGURE 20-A-5. FOR ATTIC CALC IN ATTIC WITH SLOPE GREATER THAN 4:12 AND MEMBERS LESS THAN 3FT ON CENTER. File: SP-1 01 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 39 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 4 (Optimized Hydraulic Simplified) /- 7 / .1' -,.__ ./ ,7 •// 7/ / -. - -. - -- - /1 4 7 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 40 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 4 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1: SRC Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 155 1790 133 I Static Pressure I Residual I I Flow I Available A bl il I I I Total Demand I Required Pressure Node atSource (psi) I Pressure I I (gpm) I Pressure I I I (gpm) I (psi) (psi) I (psi) SRC 155 133 1790 154.8 229.5 113.9 Hoses Inside Hose Flow I Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 129.5 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 129.5 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 108.1 BOR -Flow (gpm) 129.5 Demand w/o System Pump(s) N/A File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 41 (0 0 a) a) 0 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 155 S2 Supply point #2 - Residual 1790 133 Dl Elevation Pressure 1 0 15.5 02 System Demand 129.5 113.9 D3 System Demand + Add.Out.Hose 1 229.5 113.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 154.8 156.2 40.6 229.5 Supply; Safety Pressure 139.3 146.6 25.1 229.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi½) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) H3 Overhead Sprinkler 250 5.6 0.1 25 20 0.101 25.2 20.3 H4 Overhead Sprinkler 250 5.6 0.1 25 20 0.1 25 20 SD14 Overhead Sprinkler 250 5.6 0.1 25 20 0.105 26.3 22.1 SD15 Overhead Sprinkler 250 5.6 0.1 25 20 0.105 26.2 21.9 SD16 Overhead Sprinkler 250 5.6 0.1 25 20 0.107 2 6.7 22.7 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 43 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psl1/2 gpm ft2 psi psi ft gpm gpm/ft2 PSI gpm 0026 Node 81.5 32.83 NODE -15.5 0027 Node 81.6 32.83 NODE -15.5 0042 Node 81.9 32.83 NODE -15.5 0052 Node 82.6 32.83 NODE -15.5 0205 Node 87.8 32.83 NODE -15.5 0251 Node 85.7 32.83 NODE -15.5 0322 Node 21.8 32.83 NODE -15.5 0370 Node 79.3 32.83 NODE -15.5 0381 Node 83.5 30 NODE -14.3 0382 Node 83.6 30 NODE -14.3 0384 Node 83.8 30 NODE -14.3 0385 Node 83.9 30 NODE -14.3 0386 Node 83.9 30 NODE -14.3 0387 Node 83.9 30 NODE -14.3 0388 Node 83.9 30 NODE -14.3 0487 Node 89 31 NODE -14.7 0492 Node 89.5 30 NODE -14.3 0493 Node 89.5 30 NODE - -14.3 0495 Node 89.6 30 NODE -14.3 0496 Node 89.6 30 NODE -14.3 0497 Node 89.8 30 NODE -14.3 0498 Node 89.5 30 NODE -14.3 0499 Node 89.4 30 NODE -14.3 0500 Node 89.3 30 NODE -14.3 0649 Node 89 31 NODE -14.7 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 44 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psl/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0867 Node 89.1 31 NODE -14.7 0986 Node 89.1 31 NODE -14.7 BF-I Node 111.7 2 NODE -2.2 BF-0 Node 107.6 2 NODE -2.2 BOR Node 108.1 0.5 NODE -1.5 H3 Overhead Sprinkler 5.6 25.2 250 20.3 20 32.83 HEAD Open 0.2 0.101 -15.5 25 H4 Overhead Sprinkler 5.6 25 250 20 20 32.83 HEAD Open 0.0 0.1 -15.5 25 SD14 Overhead Sprinkler 5.6 26.3 250 22.1 20 32.83 HEAD Open 1.3 0.105 -15.5 25 SD15 Overhead Sprinkler 5.6 26.2 250 21.9 20 32.83 HEAD Open 1.2 0.105 -15.5 25 SD16 Overhead Sprinkler 5.6 26.7 250 22.7 20 32.83 HEAD Open 1.7 0.107 -15.5 25 SRC Supply -129.5 113.9 -3 SUPPLY . 0 UG1 Node 113.9 -3 NODE 0 UG2 Node 109.8 -3 NODE 0 UG3 Node 109.6 -3 NODE 0 File: SP-101 Fire Sprinkler Plan1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 45 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I H4 32.83 5.6 25 1.25 6 120 20 H3 32.83 5.6 25 1.38 0 0.0517 0 6 0.3 H3 32.83 5.6 25.2 1.25 lx(us.Tee-Br)=6 1.83 120 20.3 0322 32.83 50.3 1.38 6 0.1881 0 7.83 1.5 0322 32.83 -16.9 1.25 lx(us.45)=1 2.37 120 21.8 SD14 32.83 5.6 33.4 1.38 1 0.088 0 3.37 0.3 SD14 32.83 5.6 26.3 1.25 3x(us.45)=3 240.5 120 22.1 0251 32.83 59.7 1.38 lx(us.90)=3 6 0.2583 0 246.5 63.7 0251 32.83 -13.6 1.25 2x(us.Tee-Br)=12 2.83 120 85.7 0500 30 46.1 1.38 12 0.1599 1.2 14.83 2.4 0500 30 0 2.5 5.44 120 89.3 0499 30 46.1 2.635 0 0.0069 0 5.44 0.0 0499 30 12 2.5 8.52 120 89.4 0498 30 58 2.635 0 0.0105 0 8.52 0.1 0498 30 11.9 2.5 lx(us.Tee-Br)=16.47 7.1 120 89.5 0497 30 69.9 2.635 16.47 0.0148 0 - 23.57 0.3 0497 30 59.6 2.5 lx(coupling)=1.37 75.39 120 89.8 BOR 0.5 129.5 2.635 5x(us.90)=41.19 42.56 0.0465 12.8 117.95 5.5 BOR 0.5 0 6 lx(coupling)=1.73 10 140 108.1 UG3 -3 129.5 6.4 lx(us.90)=24.19 25.92 0.0005 1.5 35.92 0.0 UG3 -3 0 6 5x(us.90)=98.7 130 150 109.6 UG2 -3 129.5 5.98 lx(us.45)=9.87 108;57 0.0006 0 238.57 0.1 UG2 -3 0 6 lx(us.90)=24.19 5 140 109.8 BF-0 2 129.5 6.4 24.19 0.0005 -2.2 29.19 0.0 BF-0 2 0 6 5.38 0 107.6 Ames3000SS BF-1 2 129.5 0 0 0.7701 0 5.38 4.1 BF-1 2 0 6 lx(us.45)=12.1 5 140 111.7 UG1 -3 129.5 6.4 12.1 0.0005 2.2 17.1 0 UG1 -3 0 6 30 150 113.9 SRC -3 129.5 5.98 0 0.0006 0 30 0.0 SRC 113.9 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 46 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 2 SD15 32.83 5.6 26.2 1.25 6 120 21.9 SD16 32.83 5.6 43.1 1.38 0 0.1414 0 6 0.8 SD16 32.83 5.6 26.7 1.25 3x(us.45)=3 151.77 120 22.7 0370 32.83 69.8 1.38 3x(us.90)=9 12 0.3453 0 163.77 56.5 0370 32.83 -17.5 1.25 2x(us.Tee-Br)=12 2.83 120 79.3 0381 30 52.3 1.38 12 0.2025 1.2 14.83 3 0381 30 0 2 5.18 120 83.5 0382 30 52.3 2.067 0 0.0283 0 5.18 0.1 0382 30 -12 2 8.5 120 83.6 0384 30 40.3 2.067 0 0.0175 0 8.5 0.1 0384 30 -11.9 2 8.39 120 83.8 0385 30 28.5 2.067 0 0.0092 0 8.39 0.1 0385 30 -11.9 2 8.83 120 83.9 0386 30 16.5 2.067 0 0.0034 0 8.83 0.0 0386 30 -4.8 1.25 4x(us.Tee-Br)=24 399.79 120 83.9 0986 31 11.7 1.38 5x(us.90)=15 41 0.0127 -0.4 2x(us.45)=2 440.79 5.6 0986 31 0 1.5 lx(us.Tee-Br)=8 1 120 89.1 0495 30 11.7 1.61 8 0.006 0.4 9 0.1 0495 30 35.9 2.5 8.95 120 89.6 0496 30 47.6 2.635 0 0.0073 0 8.95 0.1 0496 30 11.9 2.5 lx(us.Tee-Br)=16.47 1.5 120 89.6 0497, 30 59.6 2.635 16.47 0.011 0 17.97 0.2 0497 89.8 Path No: 3 0322 32.83 0 1.25 lx(us.45)=1 2.67 120 21.8 SD15 32.83 5.6 16.9 1.38 1 0.025 0 3.67 0.1 SD15 21.9 File: SP-101 Fire Sprinkler Plarr_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 47 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 0251 32.83 0 1.25 2x(us.Tee-Br)=12 81.94 120 85.7 0205 32.83 13.6 1.38 4x(us.45)=4 43 0.0167 0 9x(us.90)=27 124.94 2.1 0205 32.83 10.9 1.25 lx(us.Tee-Br)=6 2.83 120 87.8 0493 30 24.5 1.38 6 0.0496 1.2 8.83 0.4 0493 30 0 2.5 5.6 120 89.5 0492 30 24.5 2.635 0 0.0021 0 5.6 0.0 0492 30 11.4 2.5 9.75 120 89.5 0495 30 35.9 2.635 0 0.0043 0 9.75 0.0 0495 89.6 Path No: 5 0370 32.83 0 1.25 4x(us.45)=4 67.69 120 79.3 0026 32.83 17.5 1.38 4x(us.90)=12 16 0.0265 0 83.69 2.2 0026 32.83 -8 1.25 3x(us.90)=9 35 120 81.5 0042 32.83 9.5 1.38 9 0.0086 0 44 0.4 0042 32.83 8 1.25 2x(us.45)=2 25.82 120 81.9 0052 32.83 17.5 1.38 2 0.0265 0 27.82 0.7 0052 32.83 -6.6 1.25 lx(us.Tee-Br)=6 420.06 120 82.6 0205 32.83 10.9 1.38 16x(us.45)=16 55 0.011 0 11x(us.90)=33 475.06 5.2 0205 87.8 Path No: 6 0382 30 0 1.25 2x(us.Tee-Br)=12 396.18 120 83.6 0499 30 12 1.38 8x(us.90)=24 38 0.0132 0 2x(us.45)=2 434.18 5.7 0499 89.4 Path No: 7 0384 30 0 1.25 3x(us.Tee-Br)=18 395.27 120 83.8 0649 31 11.9 1.38 2x(us.45)=2 38 0.013 -0.4 6x(us.90)=18 433.27 5.6 0649 31 0 1.5 lx(us.Tee-Br)=8 1 120 89 0498 30 11.9 1.61 8 0.0061 0.4 9. 0.1 0498 89.5 File: SP-101 Fire Sprinkler Plarr_1_1_2102sv$ Date 4/21/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 48 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 8 0385 30 0 1.25 3x(us.Tee-Br)=18 397.15 120 83.9 0867 31 11.9 1.38 2x(us.45)=2 38 0.0131 -0.4 6x(us.90)=18 435.15 5.7 0867 31 0 1.5 lx(us.Tee-Br)=8 1 120 89.1 0496 30 11.9 1.61 8 0.0062 0.4 9 0.1 0496 89.6 Path No: 9 0386 30 0 2 lx(us.Tee-Br)=10 8.83 120 83.9 0387 30 4.8 2.067 10 0.0003 0 18.83 0 0387 30 6.6 1.25 2x(us.Tee-Br)=12 418.14 120 83.9 0487 31 11.4 1.38 10x(us.90)=30 44 0.012 -0.4 2x(us.45)=2 0487 31 0 1.5 lx(us.Tee-Br)=8 1 120 89 0492 30 11.4 1.61 8 0.0057 0.4 9 0.1 0492 89.5 Path No: 10 0026 32.83 0 1.25 lx(us.Tee-Br)=6 2.6 120 81.5 0027 32.83 8 1.38 lx(us.90)=3 9 0.0062 0 11.6 0.1 0027 32.83 0 1.25 lx(us.Tee-Br)=6 31.89 120 81.6 0042 32.83 8 1.38 3x(us.90)=9 17 0.0062 0 2x(us.45)=2 48.89 0.3 0042 81.9 Path No: 11 0052 32.83 0 1.25 2x(us.Tee-Br)=12 2.83 120 82.6 0398 30 6.6 1.38 12 0.0044 1.2 14.83. 0.1 0388 30 0 2 lx(us.Tee-Br)=10 5.83 120 83.9 0387 - 30 6.6 2.067 10 0.0006 0 15.83 0 0387 83.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.97 ft/s occurs in the following pipe(s): (0370-SD16) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: SP-101 Fire Sprinkler Plan _1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 49 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Device Graphs Pressure vs Flow Function Design. Area: 4; Supply Ref.: SRC; Supply t4arne:SRC .= •Q- CD CD CD D '. n c .-- Flow, gpm Pressure Loss Function. Design Area:. 4; BFP.Rf.: 1629 tAmes3000S.S, Size= 6); Inlet Node: SF-I; Outlet Woe:. BF-O Flow, gpm File: SP-101 Fire Sprinkler Plan_i _1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 50 REMOTE AREA #5- SSU IN ATTIC HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING H (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92009 Project Location: 7820 SUNCUP WAY Date: 4/15/2016 Contractor Information Name of Contractor: SIMPLEX GRINNELL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: maenglishsimplexgnnnell.com Name of Designer: M. ENGLISH Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 5 Remote Area Location ATTIC SPACE Occupancy Classification LIGHT HAZARD Density (gpm/ft) 0.1 Area of Application (ft2) 1500 Coverage per Sprinkler (ft) 130 Number of Calculated Sprinklers 19 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 431.9 Required Pressure at Source (psi) 124.1 Type of System Wet Volume - Entire System (gal) 549.9 gal Water Supply Information Date Location Source Notes 4/18/2016 LA COSTA GLEN - SUNCUP WAY SRC File: SP-101 Fire Sprinkler Plan _1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 51 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 5 (Optimized Hydraulic Simplified) / / I / I I / - - / / J/ I / / 7 File: SP-1O1 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 52 Supply 1: SRC Flow (gpm) Pressure (psi) 0 155 1790 133 Supply Analysis Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 5 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water © 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Node atSource I I Residual Static Pressure I I Pressure I I I Flow I I I Available Pressure I I Total Demand I I Required Pressure (psi) I (psi) (gpm) I I (psi) I (gpm) I (psi) SRC 155 133 1790 154 431.9 124.1 Hoses Inside Hose Flow I Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 331.9 lnRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 331.9 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 119.1 BOR -Flow (gpm) 331.9 Demand w/o System Pump(s) N/A File: SP-101 Fire Sprinkler Plan_11_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 53 8d $JTSJd iC (0 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Analysis for: 5 Graph Labels Label Description Values Flow (gpm) Pressure (psi) SI Supply point #1 - Static 0 155 S2 Supply point #2 - Residual 1790 133 Dl Elevation Pressure 1 0 14.7 D2 System Demand 331.9 1 124.1 D3 System Demand + Add.Out.Hose 1 431.9 1 124.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 153.8 377.9 29.3 431.9 Supply; Safety Pressure 138.5 354.9 14 431.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft) (gpm) (psi) S1O1 Overhead 148 5.6 0.1 14.8 7 0.111 16.4 8.6 Sprinkler S102 Overhead Sprinkler 148 5.6 0.1 14.8 7 0.104 15.3 7.5 S103 Overhead 148 5.6 0.1 14.8 7 0.101 14.9 7.1 Sprinkler S104 Overhead Sprinkler 148 5.6 0.1 14.8 7 0.1 14.8 7 S105 Overhead 148 5.6 0.1 14.8 7 0.104 15.3 7.5 Sprinkler S106 Overhead Sprinkler 148 5.6 0.1 14.8 7 0.106 15.7 7.8 S107 Overhead Sprinkler 148 5.6 0.1 14.8 7 0.123 18.2 10.5 S108 Overhead Sprinkler 148 5.6 0.1 14.8 7 0.116 17.2 9.5 slog Overhead Sprinkler 148 5.6 0.1 14.8 7 0.115 16.9 9.2 silo Overhead Sprinkler 148 5.6 0.1 14.8 7 0.114 16.9 9.2 Sill Overhead Sprinkler 148 5.6 0.1 14.8 7 0.117 17.3 9.5 S112 Overhead Sprinkler 148 5.6 0.1 14.8 7 0.123 18.2 10.5 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 55 S113 Overhead 148 5.6 0.1 14.8 7 0.116 17.2 9.5 Sprinkler S114 Overhead 148 5.6 0.1 14.8 7 0.114 16.9 9.1 Sprinkler S115 Overhead 148 5.6 0.1 14.8 7 0.114 16.9 9.1 Sprinkler S116 Overhead 148 5.6 0.1 14.8 7 0.115 17.1 9.3 Sprinkler 5117 Overhead 148 5.6 0.1 14.8 7 0.15 22.2 15.7 Sprinkler S118 Overhead 148 5.6 0.1 14.8 7 0.15 22.2 15.7 Sprinkler S119 Overhead 148 5.6 0.1 14.8 7 0.15 22.1 15.6 Sprinkler File: SP-101 Fire Sprinkler Plan_1..1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 56 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi 1 I2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S101 Overhead Sprinkler 5.6 16.4 148 8.6 7 31 HEAD Open 1.6 0.111 -14.7 14.8 S102 Overhead Sprinkler 5.6 15.3 148 7.5 7 31 HEAD Open 0.5 0.104 -14.7 14.8 S103 Overhead Sprinkler 5.6 14.9 148 7.1 7 31 HEAD Open 0.1 0.101 -14.7 14.8 S104 Overhead Sprinkler 5.6 14.8 148 7 7 31 HEAD Open 0.0 0.1 -14.7 14.8 S105 Overhead Sprinkler 5.6 15.3 148 7.5 7 31 HEAD Open 0.5 0.104 -14.7 14.8 S106 Overhead Sprinkler 5.6 15.7 148 7.8 7 31 HEAD Open 0.9 0.106 -14.7 14.8 S107 Overhead Sprinkler 5.6 18.2 148 10.5 7 31 HEAD Open 3.4 0.123 -14.7 14.8 S108 Overhead Sprinkler 5.6 17.2 148 9.5 7- 31 HEAD Open 2.4 0.116 -14.7 14.8 S109 Overhead Sprinkler 5.6 16.9 148 9.2 7 31 HEAD Open 2.1 0.115 -14.7 14.8 5110 Overhead Sprinkler 5.6 16.9 148 9.2 7 31 HEAD Open 2.1 0.114 -14.7 14.8 Sill Overhead Sprinkler 5.6 17.3 148 9.5 7 31 HEAD Open 2.5 0.117 -14.7 14.8 S112 Overhead Sprinkler 5.6 18.2 148 10.5 7 31 HEAD Open 3.4 0.123 -14.7 14.8 S113 Overhead Sprinkler 5.6 17.2 148 9.5 7 31 HEAD Open 2.4 0.116 -14.7 14.8 S114 Overhead Sprinkler 5.6 16.9 148 9.1 7 31 HEAD Open 2.1 0.114 -14.7 14.8 S115 Overhead Sprinkler 5.6 16.9 148 9.1 7 31 HEAD Open 2.1 0.114 -14.7 14.8 S116 Overhead Sprinkler 5.6 17.1 148 9.3 7 31 HEAD Open 2.3 0.115 -14.7 14.8 S117 Overhead Sprinkler 5.6 22.2 148 15.7 7 31 HEAD Open 7.4 0.15 -14.7 14.8 S118 Overhead Sprinkler 5.6 22.2 148 15.7 7 31 HEAD Open 7.4 0.15 -14.7 14.8 S119 Overhead Sprinkler 5.6 22.1 148 15.6 7 31 HEAD Open 7.3 0.15 -14.7 14.8 0026 Node 18.9 32.83 NODE -15.5 0027 Node 18.9 32.83 NODE -15.5 0042 Node 18.9 32.83 NODE -15.5 0052 Node 19 32.83 NODE -15.5 0205 Node 70.5 32.83 NODE -15.5 0251 Node 70.7 32.83 NODE -15.5 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 57 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ft psi psi ft gpm gpm/ft2 psi gpm 0370 Node 18.8 32.83 NODE -15.5 0381 Node 18.7 30 NODE -14.3 0382 Node 18.4 30 NODE -14.3 0384 Node 18.4 30 NODE -14.3 0385 Node 18.5 30 NODE -14.3 0386 Node 18.8 30 NODE -14.3 0387 Node 19.2 30 NODE - -14.3 0388 Node 19.4 30 NODE -14.3 0487 Node 72.1 31 NODE -14.7 0492 Node 73 30 NODE -14.3 0493 Node 73 30 NODE -14.3 0495 Node 73.2 30 NODE -14.3 0496 Node 73.5 30 NODE -14.3 0497 Node 75 30 NODE -14.3 0498 Node 73.5 30 NODE -14.3 0499 Node 73.3 30 NODE -14.3 0500 Node 73.3 30 NODE -14.3 0562 Node 9.1 31 NODE -14.7 0563 Node 8 31 NODE -14.7 0566 Node 7.5 31. NODE -14.7 0567 Node 7.4 31 NODE -14.7 0649 Node 72.2 31 NODE -14.7 0867 Node 72.2 31 NODE -14.7 0986 Node 71.9 31 NODE -14.7 1060 Node 16.6 31 NODE -14.7 File: SP-1 01 Fire Sprinkler Plan.1_1_2102.sv$ Date 4/21/2016 Copyright 2002-2012 Tyco Fire Protection Products Page 58 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge. gpm/psl1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm BF-I Node 121.8 2 NODE -2.2 BF-0 Node 119.4 2 NODE -2.2 BOR Node 119.1 0.5 NODE -1.5 UG1 Node 124 -3 NODE 0 UG2 Node 121.5 -3 NODE 0 UG3 Node 120.8 -3 NODE 0 SRC Supply -331 . 124.1 -3 SUPPLY 0 File: SP-101 Fire Sprinkler Plan_11_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 59 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (P0 (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I S104 31 5.6 14.8 1 lx(us.Tee-Br)=5 0.88 120 7 0567 31 14.8 1.049 5 0.0744 0 5.88 0.4 0567 31 -6.5 1.25 10 120 7.4 0566 31 8.3 1.38 0 0.0067 0 10 0.1 0566 31 14.9 1.25 10 120 7.5 0563 31 23.2 1.38 0 0.0448 0 10 0.4 0563 31 15.3 1.25 10 120 8 0562 31 38.5 1.38 0 0.1147 0 10 1.1 0562 31 16.4 1.25 lx(us.Tee-Br)=6 266.09 120 9.1 0499 30 54.9 1.38 5x(us.90)=15 22 0.2213 0.4 1x(us.45)=1 288.09 63.8 0499 30 44.1 2.5 8.52 120 73.3 0498 30 99 2.635 0 0.0283 0 8.52 0.2 0498 30 54.7 2.5 lx(us.Tee-Br)=16.47 7.1 120 73.5 0497 30 153.7 2.635 16.47 0.0638 0 23.57 1.5 0497 30 178.2 2.5 lx(coupling)=1.37 75.39 120 75 BOR 0.5 331.9 2.635 5x(us.90)=41.19 42.56 0.2655 12.8 117.95 31.3 BOR 0.5 0 6 lx(coupling)=1.73 10 140 119.1 UG3 -3 331.9 6.4 lx(us.90)=24.19 25.92 0.0027 1.5 35.92 0.1 UG3 -3 0 6 5x(us.90)=98.7 130 150 120.8 UG2 -3 331.9 5.98 lx(us.45)=9.87 108.57 0.0032 0 238.57 0.8 UG2 -3 0 6 lx(us.90)=24.19 5 140 121.5 BF-0 2 331.9 6.4 24.19 0.0027 -2.2 29.19 0.1 BF-0 2 0 6 5.38 0 119.4 Ames3000SS BF-I 2 331.9 0 0 0.4345 0 5.38 2.3 BF-I 2 0 6 lx(us.45)=12.1 5 140 121.8 UG1 -3 331.9 6.4 12.1 0.0027 2.2 17.1 1 0.0 UG1 -3 0 6 30 150 124 SRC -3 331.9 5.98 0 0.0032 0 30 0.1 SRC 124.1 Path No: 2 S103 31 5.6 14.9 1 lx(us.Tee-Br)=5 0.88 120 7.1 0566 31 14.9 1.049 5 0.075 0 5.88 0.4 0566 7.5 File: SP-101 Fire Sprinkler Plarr_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 60 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (PD (ft) (gpm/ps1½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 S102 31 5.6 15.3 1 lx(us.Tee-Br)=5 0.88 120 7.5 0563 31 15.3 1.049 5 0.0792 0 5.88 0.5 0563 8 Path No: 4 S105 31 5.6 15.3 1.25 8 120 7.5 S106 31 5.6 21.9 1.38 0 0.0402 0 8 0.3 S106 31 5.6 15.7 1.25 lx(us.Tee-Br)=6 82.83 120 7.8 0382 30 37.5 1.38 lx(us.90)=3 10 0.1093 0.4 lx(us.45)=1 92.83 10.1 1 0382 30 6.1 2 lx(us.Tee-Br)=10 5.18 120 18.4 0381 30 43.6 2.067 10 0.0202 0 15.18 0.3 0381 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 18.7 0370 32.83 43.6 1.38 6 0.1443 -1.2 8.83 1.3 0370 32.83 -3.9 1.25 lx(us.Tee-Br)=6 403.31 120 18.8 0251 32.83 39.6 1.38 8x(us.45)=8 26 0.1211 0 4x(us.90)=12 429.31 52 1 0251 32.83 4.5 1.25 lx(us.Tee-Br)=6 2.83 120 70.7 0500 30 44.1 1.38 6 0.1475 1.2 8.83 1.3 0500 30 0 2.5 5.44 120 73.3 0499 30 44.1 2.635 0 0.0063 0 5.44 0.0 0499 73.3 Path No: 5 S101 31 5.6 16.4 1 lx(us.Tee-Br)=5 0.88 120 8.6 0562 31 16.4 1.049 5 0.0897 0 5.88 0.5 0562 9.1 File: SP-1 01 Fire Sprinkler Plan_1.12102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 61 -I Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 6 S115 31 5.6 16.9 1.25 10 120 9.1 5116 31 5.6 14.2 1.38 0 0.018 0 10 0.2 S116 31 5.6 17.1 1.25 2x(us.Tee-Br)=12 98.95 120 9.3 0385 30 31.2 1.38 lx(us.45)=1 13 0.0779 0.4 111.95 8.7 0385 30 25.8 2 8.83 120 18.5 0386 30 57 2.067 0 0.0332 0 8.83 0.3 0386 30 15 2 8.83 120 18.8 0387 30 72 2.067 0 0.0511 0 8.83 0.5 0387 30 -33.7 1.25 3x(us.Tee-Br)=18 418.14 120 19.2 0487 31 38.4 1.38 10x(us.90)=30 50 0.1139 -0.4 2x(us.45)=2 468.14 53.3 0487 31 0 1.5 lx(us.Tee-Br)=8 1 120 72.1 0492 30 38.4 1.61 8 0.0538 0.4 9 0.5 0492 30 33.1 2.5 9.75 120 73 0495 30 71.5 2.635 0 0.0155 0 9.75 0.2 0495 30 51.5 2.5 8.95 120 73.2 0496 30 123 2.635 0 0.0423 0 8.95 0.4 0496 30 55.1 2.5 lx(us.Tee-Br)=16.47 1.5 120 73.5 0497 30 178.2 2.635 16.47 0.0839 0 17.97 1.5 0497 75 Path No: 7 5115 31 5.6 16.9 1.25 2x(us.90)=6 10.92 120 9.1 5114 31 5.6 2.8 1.38 6 0.0009 0 16.92 0.0 S114 31 5.6 16.9 1.25 10 120 9.1 S113 31 5.6 19.7 1.38 0 0.0332 0 10 0.3 S113 31 5.6 17.2 1.25 10 120 9.5 S112 31 5.6 36.9 1.38 0 0.1063 0 10 1.1 5112 31 5.6 18.2 1.25 lx(us.Tee-Br)=6 257.29 120 10.5 0867 31 55.1 1.38 lx(us.45)=1 19 0.223 0 4x(us.90)=12 276.29 61.6 0867 31 0 1.5 lx(us.Tee-Br)=8 1 120 72.2 0496 30 55.1 1.61 8 0.1053 0.4 9 0.9 0496 73.5 File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 62 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 8 silo 31 5.6 16.9 1.25 2x(us.90)=6 11.83 120 9.2 Sill 31 5.6 14.6 1.38 6 0.019 0 17.83 0.3 Sill 31 5.6 17.3 1.25 2x(us.Tee-Br)=12 92 120 9.5 0384 30 31.8 1.38 lx(us.45)=1 13 0.0807 0.4 105 8.5 0384 30 -6.1 2 8.39 120 18.4 0385 30 25.8 2.067 0 0.0076 0 8.39 0.1 0385 18.5 Path No: 9 SilO 31 5.6 16.9 1.25 10 120 9.2 S109 31 5.6 2.3 1.38 0 0.0006 0 10 0 S109 31 5.6 16.9 1.25 10 120 9.2 S108 31 5.6 19.3 1.38 0 0.0319 0 10 0.3 S108 31 5.6 17.2 1.25 10 120 9.5 S107 31 5.6 36.5 1.38 0 0.1041 0 10 1 S107 31 5.6 18.2 1.25 lx(us.Tee-Br)=6 261.44 120 10.5 0649 31 54.7 1.38 ix(us.45)=i 19 0.2198 0 4x(us.90)=12 280.44 61.7 0649 31 0 1.5 lx(us.Tee-Br)=8 1 120 72.2 0498 30 54.7 1.61 8 0.1038 0.4 9 0.9 0498 73.5 Path No: 10 S119 31 5.6 22.1 1.25 2x(us.Tee-Br)=12 121.42 120 15.6 0386 30 15 1.38 lx(us.45)=l 13 0.02 0.4 134.42 2.7 0386 18.8 Path No: 11 S119 31 5.6 22.1 1.25 12.74 120 15.6 5118 31 5.6 7.2 1.38 0 0.0051 0 12.74 0.1 S118 31 5.6 22.2 1.25 12.83 120 15.7 1060 31 29.4 1.38 0 0.0694 0 12.83 0.9 1060 31 22.2 1.25 2x(us.Tee-Br)=12 252.8 120 16.6 0986 31 51.5 1.38 5x(us.90)=15 28 0.1969 0 lx(us.45)=1 0986 31 0 1.5 lx(us.Tee-Br)=8 1 120 71.9 0495 30 51.5 1.61 8 0.0929 0.4 9 0.8 0495 73.2 File: SP-101 Fire Sprinkler Plan _1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 63 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 12 S117 31 5.6 22.2 1 lx(us.Tee-Br)=5 0.75 120 15.7 1060 31 22.2 1.049 5 0.1571 0 5.75 0.9 1060 16.6 Path No: 13 0567 31 0 1.25 2x(us.90)=6 9.26 120 7.4 S105 31 5.6 6.5 1.38 6 0.0043 0 15.26 0.1 S105 7.5 Path No: 14 0370 32.83 0 1.25 4x(us.45)=4 67.69 120 18.8 0026 32.83 3.9 1.38 4x(us.90)=12 16 0.0017 0 83.69 0.1 0026 32.83 -1.8 1.25 3x(us.90)=9 35 120 18.9 0042 32.83 2.1 1.38 9 0.0005 0 44 0.0 0042 32.83 1.8 1.25 2x(us.45)=2 25.82 120 18.9 0052 32.83 3.9 1.38 2 0.0017 0 27.82 0.0 0052 32.83 33.7 1.25 16x(us.45)=16 420.06 120 19 0205 32.83 37.6 1.38 11x(us.90)=33 49 0.1098 0 469.06 51.5 0205 32.83 -4.5 1.25 2x(us.Tee-Br)=12 2.83 120 70.5 0493 30 33.1 1.38 12 0.0869 1.2 14.83 1.3 0493 30 0 2.5 5.6 120 73 0492 30 33.1 2.635 0 0.0037 0 5.6 0.0 0492 73 Path No: 15 0387 30 0 2 lx(us.Tee-Br)=10 5.83 120 19.2 0388 30 33.7 2.067 10 0.0125 0 15.83 0.2 0,388 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 19.4 0052 32.83 33.7 1.38 6 0.0894 -1.2 8.83 0.8 0052 19 Path No: 16 0384 30 0 2 8.5 120 18.4 0382 30 6.1 2.067 0 0.0005 0 8.5 0 0382 18.4 File: SP-101 Fire Sprinkler Plan _1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Ty.o Fire Protection Products Page 64 S Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 17 0026 32.83 0 1.25 lx(us.Tee-Br)=6 2.6 120 18.9 0027 32.83 1.8 1.38 lx(us.90)=3 9 0.0004 0 11.6 0 0027 32.83 0 1.25 lx(us.Tee-Br)=6 31.89 120 18.9 0042 32.83 1.8 1.38 3x(us.90)=9 17 0.0004 0 2x(us.45)=2 48.89 0.0 0042 18.9 Path No: 18 0205 32.83 0 1.25 2x(us.Tee-Br)=12 81.94 120 70.5 0251 32.83 4.5 1.38 4x(us.45)=4 43 0.0021 0 9x(us.90)=27 124.94 0.3 0251 70.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.53 ft/s occurs in the following pipe(s): (BOR-0497) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: SP-1 01 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 65 0 0 0 0 0 0 0 0 C C C C C: C 0 - . In 10 w 0I i431.9 gpm 331.9 Qpm+100 Job: LA COSTA GLEN - BUILDING H (PARKSIDE) Device Graphs Pressure vs Flow Function F1OWr gpm Pressure Loss Function Design Area 5, BIP Ref 1629 (Ames3GOOSS, Size = 6), Inlet Node BF I, Outlet Node BF -0 Flow, gprn File: SP-101 Fire Sprinkler Plan_1_1_2102.sv$ Date 4/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 66 tag~z Worldwide Fire Protection Contacts www.tyco-fire.com Products Title RAPID RESPONSE Series LFII Residential Sprin- klers 69 K-factor, Pendent/Recessed Pendent/Con- cealed, NFPA 13 Optimized Wet Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are decorative, fast response, frangible bulb sprin- klers designed for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When enhanced flow characteristics for resi- dential portions of any occupancy per NFPA 13 is the major consideration, the Series LFII (TY4234) should be the first choice. When higher flow demands are required for residential sprinklers used in an NFPA 13 design, the large 6.9 K-factor of the Series LFII (TY4234) is an attractive choice. Although mostly intended where residential sprinklers are to be used in an NFPA 13 design, the Series LFII (TY4234) can also be used in wet pipe residential sprin- kler systems for one- and two-family dwellings and mobile homes per NFPA 13D, and wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R. The recessed version of the sprinkler is intended for use in areas with fin- ished ceilings. It employs a two-piece Style 30 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush mounting surface position. The adjustment pro- vided by the Recessed Escutcheon or Concealed Cover Plate provides a 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 8 measure of flexibility with regard to which the length of fixed pipe drops to the sprinklers must be cut. The concealed version utilizes a cover plate assembly that conceals the sprin- kler operating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assemblies allows installation of the sprinklers and pressure testing of the fire protection system prior to the installation of the ceiling or application of a finish coating. Also, the separable "push-on and thread-off" two-piece design of the concealed version provides for 1/2 inch (12,7 mm) of vertical adjustment. The Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers have been designed with heat sensitivity and water distri- bution characteristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Concealed Pendent Sprinklers (TY4234) are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is being installed o; finished. The tip of the Protective 'p can also be used to mark the cfter of the ceiling hole into plaster lbard, ceiling tiles, etc. by gently pushi(g the ceiling product against the Ptotec- tive Cap. When ceiling installaon is complete, the Protective Cap mut be removed and the Cover Plate Assethly installed. The Protective Cap must I removed to ensure proper performance of the sprinklers. NOTICE The Series LFII (TY4234) Residential Pendent, Recessed Pendant, and Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. JANUARY 2016 0-a usFIaN'e 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. TFP4OS Components: 1 - Frame 2 - Button Sealing Assembly 1 Bulb 5 - Compression 2 Screw 6 - Deflector* 2 7 - Ejection Spring 4 * Temperature 5 rating is indicated on 6 Deflector. 1/2' (12,7 mm) NOMINAL MAKE-IN 7-1 TFP4OB Page 2 of 8 ESCUTCHEON PLATE SEATING 2-7/8 DIA._________ NPT SURFACE I (73,0 mm) r 2-1/4" LH (57,2 mm) (38,1 mm) WRENCH/ RECESSED 1-1/2' I STYLE 30 ~W) I I FLATS ESCUTCHEON CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) 2-7/8" DIA. - (73,0 mm) 1/2" (12,7 mm) 1/2±1/8" (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) FACE OF SPRINKLER MOUNTING FITTING PLATE MOUNTING / 1/8" SURFACE/ (3,2 mm) 1-3/8" (34,9 mm) CLOSURE TY4234 1-1/8' (28,6 mm) FIGURE 2 STYLE 30 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER (TY4234) / WRENCH RECESS / (END "B" USED FOR TY4234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH SPRINKLER- SUPPORT CL IP ASSEMB / COVER PLATE RETAIN El 3/8 (9,5 mm 7/8 (22,2 mm) OPERATED SPRINKLER TFP4O8 Page 3 of 8 SUPPORT I I CUP WITH SPRINKLER 0 ROLL FORMED STRAP (SEE THREADS INSTALLATION SECTION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO I RETAINER SUPPORT CUP '- WITH THREAD UNTIL MOUNTING 101 101 TABS SURFACE IS FLUSH WITH EJECTION CEILING SPRING SOLDER COVER TABS (3) /PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 5 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (SHOWN WITH SPRINKLER STRAP) '__/ 3/32 GAP J 1-1/8±1/4" (2,4 mm) i— (28,6 mm t6,4 mm) El MOUNTING SURFACE COVER- SPRINKLER 11. - RETAINER SUPPORT CUP (25,4 ASSEMBLY ASSEMBLY 2-1/2 DIA. (63,5 mm) 1/2 (12,7 mm) FACE OF 3/4,, THREADED SPRINKLER NPT ADJUSTMENT FITTING 3-5/16 DIA. / PROTECTIVE (84,1 mm) TIP CAP FIGURE 6 DOMED CONCEALED COVER FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (SHOWN WITH PROTECTIVE CAP) TFP4O8 Page 4 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, C) Max. Pendent and Recessed Pendent Coverage Maximum Ordinary Temp. Rating Intermediate Temp. Rating Area (a) Spacing Ft. (m) Minimum Ft. x Ft. 155°F (68°C) 175°F (79°C) Deflector to Installation Spacing (m x m) Ceiling Type Ft. Flow Pressure Flow Pressure (m) GPM PSI GPM PSI (L/min) (bar) (L/min) (bar) 12x12 12 19 7.6 19 7.6 Smooth (3,7x3,7) (3,7) (71,9) (0,52) (71,9) (0,52) J Ceilings 1-1/4 to 4 inches 14x14 14 19 7.6 19 7.6 (4,3 X 4,3) (4,3) (71,9) (0,52) (71,9) (0,52) Beamed Ceilings per Recessed using Style 30 16x16 16 19 7.6 19 7.6 NFPA 13D, Escutcheon or 8 (4,9 x 4,9) (4,9) (71,9) (0,52) (71,9) (0,52) 13R, or 13 Pendent and Recessed non-recessed per NFPA 13D, 13R,or13 (2,4) 18x18 18 19 7.6 19 7.6 (5,5x5,5) (5,5) (71,9) (0,52) (71,9) (0,52) Pendent 1/4 tol-3/4 1- inches below bottom of 20 X 20 20 22 10.2 22 10.2 (6,1 X 6,1) (6,1) (83,3) (0,70) (83,3) (0,70) beam. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design criteria section. For NFPA 13 residential applications, the greater of 0.1 gprn/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA Sprinkler Identification Number (SIN) TY4234 Technical Data Approvals UL and C-UL Listed Certified to all requirements of NSF/ANSI 61 NYC Approved under MEA 44-03-E-2. FM Approved (Pendent and Recessed Pendent Only) The Series LFII Concealed Pendent Sprinklers are only listed and approved with the Series LFII Concealed Cover Plates having a factory applied finish. (Refer to the Design Criteria section for details on these approvals.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K6.9 GPM/psi112 (99,4 LPM/bart'2) Pipe Thread Connection: 3/4 NPT Sprinkler Temperature Rating Pendent and Recessed Pendent: 155°F (68°C) or 175°F (79°C) Concealed Pendent: 155°F (68°C) w/139°F (59°C) Cover Plate 175°F (79°C) w/139°F (59°C) Cover Plate* *Suitable for use with maximum 100°F (38°C) ceiling temperature. Finishes Sprinkler: Natural Brass, Pure or Signal White, or Chrome Plated Recessed Escutcheon: Brass, Pure or Signal White, or Chrome Concealed Cover Plate: Refer to Ordering Procedure section. Physical Characteristics Frame .............................Brass Button ...........................Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb .......................... 3mm Glass Compression Screw.................Bronze Deflector ..........................Bronze Ejection Spring ..............Stainless Steel Support Cup ........................Steel Cover Plate .........................Brass Retainer ............................Brass Cover Plate Ejection Spring Stainless Steel :fJ 'IJ i ilt'i ii For pendent and recessed pendent sprinklers, the glass bulb contains a fluid that expands when exposed to heat. When the rated temperature -is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. For the concealed pendent sprinkler, the cover plate which is soldered to the support cup at three places, first falls away when exposed to heat from a fire. The sprinkler then operates similar to pendent and recessed pendent sprin- klers described above. TFP4O8 Page 5 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Concealed Pendent Coverage Area (a) Spacing Maximum Minimum Ordinary Temp. Rating Intermediate Temp. Rating Ft. x Ft. Ft. (m) 155°F (68°C) 175°F (79°C) Deflector to Installation Spacing (m x m) Ceiling Type Ft. Flow Pressure Flow Pressure (m) GPM PSI GPM PSI (L/min) (bar) (L/min) (bar) 12x12 12 19 7.6 19 7.6 Smooth (3,7 X 3,7) (3,7) (71,9) (0,52) (71,9) (0,52) Ceilings 3/8 to 7/8 14x14 14 19 7.6 19 7.6 inches. (4,3x4,3) (4,3) (71,9) (0152) (71,9) (0,52) Beamed Ceilings per NFPA 13D, Concealed 8 16 x 16 16 19 7.6 19 7.6 (4,9x4,9) (4,9) (71,9) (0,52) (71,9) (0,52) 13R, or 13 installed in (2,4) 18 X 18 18 21 9.3 21 9.3 beam (5,5x5,5) (5,5) (79,5) (0,64) (79,5) (0,64) 3/8to7/8 inches below 20 x 20 20 24 12.1 24 12.1 bottom of (6,1 x 6,1) (6,1) (90,8) (0,83) (90,8) (0,83) beam For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/1t2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B WET PIPE SYSTEM SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLERS (TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA Design Criteria UL AND C-UL LISTING CRITERIA The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are UL and C-UL Listed for installation in accordance with the following criteria. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Type Only wet pipe systems may be utilized. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) The minimum required sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tables A and B as a function of temperature rating and the maximum allowable cov- erage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Tables A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area A minimum discharge of 0.1 gpm/ft2. over the "design area" comprised of the four most hydraulically demand- ing sprinklers for the actual coverage areas being protected by the four sprinklers Example No. 1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Residential Pendent Sprinkler, the flow rate provided in Table A and B for a 20 ft. x 20 ft. cover- age area is 22 GPM. However based on minimum discharge of 0.1 gpm/ft2. the flow rate would be 16 GPM. In this case a minimum flow rate of 22 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con- sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Residential Pendent Sprinkler, the flow rate provided in Table A for a 20 ft. x 20 ft. coverage area is 22 GPM. However based on minimum discharge of 0.1 gpm/ft2. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprinkler must be utilized. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applica- ble for residential sprinklers as well as with the obstruction criteria described within the TYCO Technical Data Sheet TFP49O. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches or in the recessed position using only the Style 30 escutcheon as shown in Figure 2. For concealed pendent sprinkler installations, the sprinklers relative to the ceiling mounting surface are to be installed per Figure 6. The concealed pendent sprinkler must not be used in applications where the air pressure above the ceiling is greater TFP4OB Page 6 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Ordinary Temp. Rating Intermediate Temp. Rating Coverage Maximum Area (a) Spacing 155°F (68°C) 175°F (79°C) Minimum Ft. x Ft. Ft. (m) Deflector to Installation Spacing (m x m) Flow Pressure Flow Pressure Ceiling Type Ft. GPM PSI GPM PSI (m) (L/min) (bar) (L/min) (bar) 12x12 12 20 8.4 20 8.4 (3,7 x 3,7) (3,7) (75,7) (0,58) (75,7) (0,58) Smooth 14 x 14 14 20 8.4 20 8.4 Ceilings (4,3 x 4,3) (4,3) (75,7) (0,58) (75,7) (0,58) 1-1/4 to 4 inches Recessed 16 x 16 16 20 8.4 20 8.4 Beamed using Style 30 8 (4,9 x 4,9) (4,9) (7517) (0,58) (75,7) (0,58) Ceilings 1-1/4 to 1-3/4 Escutcheon or non-recessed (2,4) 18 x 18 18 20 8.4 20 8.4 inches below (5,5 x 5,5) (5,5) (75,7) (0,58) (75,7) (0,58) bottom of beam. 20x20 20 23 11.1 23 11.1 (6,1 x 6,1) (6,1) (87,1) (0,76) (87,1) (0,76) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For FM residential applications, the greater of 0.1 gpm/ft2 over the design area (i.e., SxL) or the flow in accordance with the criteria in this table must be used. TABLE C FM APPROVAL WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) HYDRAULIC DESIGN CRITERIA than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Tables A and B) being hydrauli- cally calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). FM APPROVAL CRITERIA The Series LFII (TY4234) Residen- tial Pendent and Recessed Pendent Sprinklers are FM Approved for installation in accordance with the applicable Factory Mutual Loss Pre- vention Data Sheet FM 2-5. Criteria provided by FM may differ from UL and/or NFPA, therefore the designer should review and become familiar with Factory Mutival requirements before proceeding with design. The following information pertaining to System Type, Hydraulic Design, and Sprinkler spacing are provided for ref- erence and are not intended to provide complete installation criteria as provide in the applicable Factory Mutual Loss Prevention Data Sheet. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Type Only wet pipe systems may be utilized. Hydraulic Design The number of design sprinklers is to be the greater of the four most hydrau- lically demanding sprinklers, or 1500 sq. ft. as per FM Data Sheet 2-5. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table C as a function of the maximum allowable coverage area A minimum discharge of 0.1 gpm/ft2. over the "design area" comprised of the four most hydraulically demand- ing sprinklers for the actual coverage areas being protected by the four sprinklers Example No. 1: A corridor being pro- tected is 10 ft. wide; consequently, an actual coverage area of 10 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Residential Pendent Sprinkler, the flow rate provided in Table C for a 20 ft. x 20 ft. coverage area is 23 GPM. However, based on minimum discharge of 0.1 gpm/ft2, the flow rate would be 20 GPM. In this case, a minimum flow rate of 23 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con- sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Resi- dential Pendent Sprinkler, the flow rate provided in Table C for a 20 ft. x 20 ft. coverage area is 23 GPM. However, based on minimum discharge of 0.1 gpm/ft2, the flow rate would be 24 GPM. In this case, a minimum flow rate of 24 GPM for this design sprin- kler must be utilized. (In no case shall the design pressure be less than 7 psi.) Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table C) being hydraulically calcu- lated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). TFP4O8 Page 7 of 8 Installation The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) 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. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 3/4 inch NPT sprinkler joint should be obtained 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 sprin- kler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accordance with the Steps 1 P through 3P. Step 1P. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2P. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. The sprinkler has been provided with a Sprinkler Strap similar to that shown in Figure 5 for the concealed sprinkler assembly. Referto NFPA 13 for guid- ance regarding removal of protective straps and caps. As long as the Sprin- kler Strap remains in place, the system is considered-to be "Out Of Service". Step 3P. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with Steps 1R through 4R. Step 1R. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2R. After installing the Style 30 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. The recessed sprinkler has been pro- vided with a Sprinkler Strap similar to that shown in Figure 5 for the con- cealed sprinkler assembly. Refer to NFPA 13 for guidance regarding removal of protective straps and caps. As long as the Sprinkler Strap remains in place, the system is considered to be "Out Of Service". Step 3R. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step 4R. After the ceiling has been installed or the finish coat has been applied, slide on the Style 30 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Series LFII Residential Concealed Pendent Sprinklers The Series LFII Residential Concealed Pendent Sprinklers must be installed in accordance with Steps 1C through 6C. Step 1C. Install the sprinkler in the pendent position and with the center- line of the sprinkler perpendicular to the mounting surface. Step 2C. Remove the Protective Cap. Refer to NFPA 13 for guidance regard- ing removal of protective straps and caps Step 3C. With pipe thread sealant applied to the pipe threads, and using the W-Type 7 Wrench shown in Figure 4, install and tighten the Sprin- kler/Support Cup Assembly into the fitting. The W-Type 7 Wrench will accept a 1/2 inch ratchet drive. Step 4C. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Pro- tective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. As long as the Sprinkler Strap (Fig. 5) or the Protective Cap (Fig. 6) remains in place, the system is considered to be "Out Of Service". Step 5C. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in preparation for installing the Cover Plate/Retainer Assembly, remove and discard the Protective Cap and the Sprinkler Strap. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Step 6C. Push the Cover Plate/Retainer Assembly into the Support Cup, and as necessary, make the final adjustment of the Cover Plate with respect to the ceiling by turning the Cover Plate/ Retainer Assembly clockwise until its flange just comes in contact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by unscrewing in a counter-clockwise direction. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer Assembly cannot be engaged suffi- ciently to contact the ceiling, the Sprin- kler Fitting must be repositioned. TFP4O8 Page 8 of 8 Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) must be main- tained 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 protec- tion system from the proper authorities and notify all personnel who may be affected by this action. Absence of a Cover Plate can delay the 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. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. This air gap is necessary for proper oper- ation of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling needs repainting after sprinkler installation, exercise care to ensure that the new paint does not seal off any of the air gap. Failure to do so may impair sprin- kler operation. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted units. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Retainer. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. 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 sprinkler manufac- turer 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. 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). For pendent sprinkler, order pendent sprinkler assembly plus sprinkler wrench. For recessed pendent sprinkler, order pendent sprinkler assembly plus sep- arately ordered recessed escutcheon plus sprinkler wrench. For concealed pendent sprinkler, order concealed pendent sprinkler assembly plus separately ordered cover plate assembly plus sprinkler wrench. Pendent Sprinkler Assembly Specify: Series LFII (TY4234), K=6.9, Residential Pendent Sprinkler, (specify) temperature rating, (specify) finish, P/N (specify): 155°F (68°C) Natural Brass .................51-069-1-155 Pure White (RAL9010) (a) 51-069-3-155 Signal White (RAL9003).........51-069-4-155 Chrome Plated ................51-069-9-155 175°F (79°C) Natural Brass ..... ............ 51-069-1-175 Pure White (RAL9010) (a) 51-069-3-175 Signal White (RAL9003).........51-069-4-175 Chrome Plated ................51 -069-9-175 (a) Eastern Hemisphere sales only. Concealed Pendent Sprinkler Assembly: Specify: Series LFII (TY4234), K=6.9, Residential Concealed Pendent Sprin- kler, (specify) temperature rating without Cover Plate Assembly, P/N (specify): 155°F(68°C) .................. 51-068-1 -155 175°F (79°C) ..................51-068-1-175 Separately Ordered Recessed Escutcheon: Specify: Style 30 Recessed Escutch- eon with (specify*) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770. Separately Ordered Cover Plate Assembly: Specify: 139°F (58°C), Cover Plate Assembly having a (specify) finish for the Series LFII (TY4234), K=6.9, Resi- dential Concealed Pendent Sprinkler, P/N (specify): Grey White (RAL9002)..........56-873-0-135 Pure White (RAL 9010) (a) 56-873-3-135 Signal White (RAL 9003) ........56-873-4-135 Chrome......................56-873-9-135 Custom .....................56-873-X-135 (a) Eastern Hemisphere sales only. Separately Ordered Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 (For pendent sprinklers) Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 (For recessed pendent sprinklers and concealed pendent sprinklers) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqccP TEFLON is trademark of The DuPont Corporation Fire Protection Products Worldwide f www.tyco4ire.com Contacts Series RFII - 56 K-factor "Ro al Flush II" Concealed Pendent Sprinklers Quick Standard-Response, Standard Coverage General Description The TYCO Series RFll 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers Quick Response (3-mm bulb) and Standard Response (5-mm bulb), are decorative sprinklers featur- ing a flat cover plate designed to con- ceal the sprinkler. These sprinklers are optimal for architecturally sensitive ar- eas such as hotel lobbies, office build- ings, churches, and restaurants. Each sprinkler includes a Cover Plate! Retainer Assembly and a Sprinkler! Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: Allows installation of the sprinklers and pressure testing of the fire pro- tection system prior to installation of a suspended ceiling or applica- tion of the finish coating to a fixed ceiling. Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. Provides for 1/2 inch (12,7 mm) of vertical adjustment to allow a mea- sure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. The Series RFII Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling in- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 stallation or finish. The tip of the Pro- tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently push- ing the ceiling product against the Pro- tective Cap. When ceiling installation is complete, the Protective Cap is re- moved and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFII Standard Response (5-mm bulb) "Royal Flush II" Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. (Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. Ni'L.1L'1 The Series RFII Concealed Pendent Sprinklers described herein must be installed and maintained in compli- ance with this document and with the applicable standards of the National Fire Protection Association, in addi- tion to the standards of any authori- ties 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 de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Nu r SIN) TY3531 - 3 mm bulb Technical Data Sprinkler Approvals Approvals apply only to the service conditions indicated in the Design Cri- teria section. MARCH 2013 1Y3531 (3-mm Bulb) is UL Listed, C-UL Listed, VdS Approved (Certif- icate No. G4090007), and NYC Ap- proved (MEA 353-01-E) as Quick Response. 1Y3531 (3-mm Bulb) is FM and LPCB Approved (Ref. No. 094a/10) Approved as Standard Response. Factory Mutual and LPCB do not approve any concealed sprinklers for quick response. TY3551 (5-mm Bulb) is UL Listed, C-UL Listed, FM Approved, LPCB Approved (Ref. No. 094a/9), and NYC Approved (MEA 353-01-E) as Standard Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFII Standard Response Concealed Sprinkler (TY3551). Maximum Working Pressure Maximum 250 psi (17,3 bar) by UL, C-UL, and NYC Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F (68°C) Sprinkler with 139°F (59°C) Plate 200°F (93°C) Sprinkler with 165°F (74°C) Plate Discharge Coefficient K= 5.6 GPM!psi1/2 (80,6 LPM!bar112) Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. TFPI81 TFPI8I Page 2 of 4 Physical Characteristics Frame ...................Bronze Support Cup..............Chrome Plated Steel Guide Pins .........Stainless Steel Deflector.................Bronze Compression Screw.........Brass Bulb ......................Glass Cap.............Bronze or Copper Sealing Assembly.........Beryllium Nickel w/ TEFLON Cover Plate................Brass Retainer ..................Brass Ejection Spring......Stainless Steel Design Criteria The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent 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; for example, UL List- ing is based on NFPA 13 and VdS Ap- proval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Pro- tection Products at the following office: Enschede, Netherlands Telephone: 31-53-428-4444 Fax: 31-53-428-3377 The Series RFII Concealed Pendent Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. Do not use the Series RFII in applica- tions where the air pressure above the ceiling is greater than that be- low. Down drafts through the Sprin- kler/Support Cup Assembly can delay sprinkler operation in a fire situation. Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector - supported by the Guide Pins - then drops down to its operational position. The glass bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, activating the sprinkler and allowing water to flow. 1/2 NPT FRAME SUPPOR CUP WITI ROLL FOR THREAD GUIDE PINS (2) Installation The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent 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 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°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.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler In- let with consequent leakage or impair- ment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler by under- or over-tightening the Sprin- kler/Support Cup Assembly. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler only in the pendent position with the center-line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 4. Wrench-tighten the sprinkler using only the RFII Sprinkler Wrench. (Refer to Figure 3.) Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and DEFLECTOR I I I I I 3 SPRINKLER/SUPPORT CUP ASSEMBLY :LECTOR ROPPED POSITION) EALING SEMBLY CAP BULB PRESSION CREW THREAD INTO RETAINER SUPPORT WITH THREAD CUP UNTIL 0 0 DIMPLES MOUNTING SURFACE IS EJECTION FLUSH WITH SPRING CEILING %_— /. SOLDER -_ COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY -\ I I V MANUFACTURER DEFLECTOR COVER PLATE PRESET GAP IN DROPPED RETAINER 3/32" (2,4 mm) POSITION ASSEMBLY COVER PLATE DIAMETER DIMENSION A 3/16"to11/16° (4,8 to 17,5 mm) REFERENCE COVER PLATE PROFILE DEPTH DIMENSION B 3-1/4 inches (82,6 mm) C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) 3/16 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS TFPI8I Page 3 of 4 Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. As long as the Protective Cap remains in place, the system is considered "Out of Service" Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) di- ameter clearance hole and in prepa- ration for installing the Cover Plate! Retainer Assembly, remove and dis- card the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the outside edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and-continue around the retainer until the entire Air and Dust Seal is engaged. Step 8. Screw on the Cover Plate! Retainer Assembly until the Retainer (shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer As- sembly sufficiently to contact the ceil- ing, you must reposition the Sprinkler Fitting. FACE OF SPRINKLER FITTING SPRINKLER SUPPORT CUP ASSEMBLY 1/2 (12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING SURFACE CLEARANCE HOLE - DIAMETER DIMENSION 7-2d TT /_ TFPI8I Page 4 of 4 SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING —\ SEAL BEVEL AS COVER SHOWN PLATE TT RETAINER ASSEMBLY ITT U AIR AND DUST LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551) Care and Maintenance The TYCO Series RFII 5.6 K-fac- tor, "Royal Flush II" Concealed Pen- dent Sprinklers 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 sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceil- ing requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or 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 dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Exercise care to avoid damage to sprinklers before, during, and after in- stallation. Replace sprinklers damaged by dropping, striking, wrench twisting, wrench slipping, or the like. Also, re- place any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to the Installation section.) Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name. Sprinkler/Support Cup Assembly Specify: Series RFII (specify SIN), K=5.6, "Royal Flush II" Pendent Sprin- klers (specify) temperature rating and (specify) finish, P/N (specify). 155°F (68°C 200°F (93°C 1Y3531 51-792-1-155 51-792-1-200 TY3551 51-790-1-155 51-790-1-200 Separately Ordered Cover Plate/ Retainer Assembly: Specify: (temperature rating from be- low) Series RFII Concealed Cover Plate with (finish), P/N (specify). 139°F (59°C)(a) 165°F (74°C)(b) Grey White (RAL9002) .... 56-792-0-135 56-792-0-165 Brass..........56-792-1-135 56-792-1-165 Pure White (c) (RAL9010) .... 56-792-3-135 56-792-3-165 Signal White (RAL9003) .... 56-792-4-135 56-792-4-165 Jet Black (RAL9005) ... 56-792-6-135 59-792-6-165 Brushed Chrome ........56-792-8-135 56-792-8-165 Chrome ........56-792-9-135 56-792-9-165 Custom ........56-792-X-135 56-792-X-165 For use with 155°F (68°C) sprinklers. For use with 200°F (93°C) Sprinklers. Eastern Hemisphere sales only. Sprinkler Wrench Specify: RFII Sprinkler Wrench, P/N 56-000-1-075. Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1 -001. If you must remove a sprinkler, do not reinstall it or a replacement without re- installing the Cover Plate/Retainer As- sembly. If a Cover Plate/Retainer As- sembly becomes dislodged during service, replace it immediately. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or sprinkler manu- facturer regarding any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. L'MtL. The Series TY-FRL Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. ing. It uses a two-piece Style 20 (1/2 inch NPT) Recessed Escutcheon. The Sprinkler Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment Identification or up to 1/2 inch (12,7 mm) of total ad- justment from the flush pen Numbers dent position. The adjustment provid- ed by the Recessed Escutcheon re- TY1121...... Upright 2.8K, 1/2"NPT duces the accuracy to which the fixed pipe drops to the sprinklers must cut. An intermediate level version of the 5.6 and 8.0 K-factor, Series TY-FRL Pendent Sprinkler can be obtained by utilizing the Series TY-FRL Pen- dent Sprinkler in combination with the Model S4 Shield. The TYCO Series TY-FRL, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response, standard cover- age, solder type spray sprinklers de- signed for use in light and ordinary hazard commercial occupancies such as banks, hotels, shopping malls, schools, hospitals, etc. The recessed version of the 2.8 and 5.6 K-factor, Series TY-FRL Pendent Sprinkler, where applicable, is intend- ed for use in areas with a finished ceil- General Description IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. 1Y4121 ...... Upright 8.0K, 3/4"NPT 1Y4221 .... Pendent 8.0K, 3/4"NPT TY1121 is a redesignation for S1879 and G8973. 1Y1221 is a redesignation for S1880 and G8971. 1Y3121 is a redesignation for S1864 and G8974. TY3221 is a redesignation for S1865 and G8972. TY4121 is a redesignation for S1866 and G8174. 1Y4221 is a redesignation for S1867 and G8172. Page 1 of 6 OCTOBER 2013 TFPI3O 'IV Fire Protection Worldwide www.tyco-fire.com Contacts I Products Series TY-FRL - 2.8, 5.6, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage DEFLECTOR * 2-11/1€ (68,3 mr 7/16' (11,1 mm) NOMINAL MAKE-IN I \ \ 2-11/1E I-) (68,3 mi 7/16' (11,1 mm) NOMINAL MAKE-IN 1/2' NPT** I WREI FLANGES TFP13O Page 2 of 6 * Temperature rating ** Pipe thread connections per 1 - Frame 5 - Link 7 - Button is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Strut Assembly 8 - Seal Deflector. special request. PLATE c.ATlM( 3 - Deflector* 6 - Ejection 9 - Bushing SURFACE 4 - Hook Spring WRENCH GH AREA (502 mm) RECESSED STYLE 20 ESCUTCHEON 1/2 NPT** I WRENCH DEFLECTOR * 2-7/8 (73,0 mm) DIA. FLANGES UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TYII21) AND PENDENT (TY1221) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT * Temperature rating ** Pipe thread connections per 1 - Frame 5 - Link 7 - Button is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Strut Assembly 8 - Seal Deflector. special request. PLATE SEATING 3 - Deflector* 6 - Ejection DEFLECTOR * SURFACE 4 - Hook Spring 2-11/16" WRENCH 1 _Jfr 15 2 AREA " : (68,3 2" 50,8 mm) mm) L SCUTCHEON STYLE 20 RECESSED 4 2-7/8" (73,0 mm) DIA. * UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TY3121) AND PENDENT (TY3221) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT TFP13O Page 3 of 6 DEFLECTOR * CEILING PLATE 1 - Frame 6 - Ejection SEATING SURFACE 2 - Strut Spring 3 - Deflector 7 - Button WRENCH 4 - Hook 8 - Seal 5-Link 2-13/16 ________ Assembly 1/2 2-15/16 (71,4 mm) I ___________ _______ AREA * Temperature rating is (12,7 mm) (74,6 mm) 6 indicated on Deflector. NOMINAL 2-3/16 I MAKE-IN _ 2 ** Pipe thread connections (55,6 mm) 5 per ISO 7-1 can be provided on special request. 3* 3/4' NPT WRENCH DEFLECTOR * FLANGES UPRIGHT PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TY4121) AND PENDENT (TY4221) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Technical Data Approvals UL and C-UL Listed. FM, NYC, and LPCB Approved. (Refer to Table A for complete approval information includ- ing corrosion resistant status.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psi112 (40,3 LPM/barl'2) K = 5.6 GPM/ps11/2 (80,6 LPM/barl/2) K = 8.0 GPM/psi112 (115,2 LPM/barll2) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame .......................Bronze Strut .........................Monel Deflector.....................Bronze Hook ............... .......... Monel Link Assembly .................Nickel Ejection Spring................Inconel Button.......................Bronze Seal .......................TEFLON Bushing (2.8K only) .............Brass IWhii.Jii The fusible link (heat collector) assem- bly is comprised of two halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to operate. Design Criteria The TYCO Series TY-FRL Pendent and Upright Sprinklers are intended for fire protection systems designed in accordance with the standard instal- lation rules recognized by the appli- cable Listing or Approval agency (e.g., UL Listing is based on the require- ments of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 20 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. Ii i ff7Jfl'T1r.iii The TYCO Series TY-FRL Sprinklers must be installed in accordance with this section. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft./lbs. (9,5 to 19,0 Nm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft./lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet and cause leakage or impair- ment 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. Series TY-FRL Pendent and Upright Sprinkler Installation The Series TY-FRL Pendent and Up- right Sprinklers, must be installed in accordance with this section. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied 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 9 Sprinkler Wrench (Ref. Figure 6). With reference to Figures 1, 2, and 3, the W-Type 9 Sprinkler Wrench is to be applied to the wrench area. TFPI3O Page 4 of 6 SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME RATING COLOR BRASS PLATED CODE PENDENT 165°F (74°C) Unpainted (TY1221) 212°F (10000) White 2.8 NPT UPRIGHT (TYI12I) 165°F (74°C) Unpainted 1,2,5 212-F (100-C) White RECESSED 165°F (74°C) Unpainted PENDENT 212°F (100°C) White (TY1221 w/Style 20) PENDENT 165°F (74°C) Unpainted 1, 2, 3, 4, 5 (TY3221) 212°F (100°C) White 1, 2, 3, 5 5.6 NPT UPRIGHT UPRIGHT (TY3121) 165°F (74°C) Unpainted 1, 2, 3,4, 5 212°F (100°C) White 1, 2, 3, 5 RECESSED PENDENT 165°F (74°C) Unpainted 1,2,5 (TY3221 w/Style 20) 212°F (100°C) White PENDENT 165°F (74°C) Unpainted 8.0 (TY4221) 212°F (100°C) White 3/4" 1,2,3,5 NPT UPRIGHT 165°F (74°C) Unpainted (TY4121) 212°F (100°C) White NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a103) as Quick Response Sprinklers. Approved by the City of New York under MEA 112-04-E. TABLE A LABORATORY LISTINGS AND APPROVALS Series TY-FRL Recessed Pendent Sprinkler Installation The Series TY-FRL Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 20 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 12 Recessed Sprinkler Wrench (Ref. Figure 7). With reference to Figure 1, or 2, the W-Type 12 Recessed Sprin- kler Wrench is to be applied to the sprinkler wrenching flanges. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Escutch- eon over the Series TY-FRL Sprinkler and push the Escutcheon over the Mounting Plate until its flange comes in contact with the ceiling. 1/2±1/8' 2-7/8" DIA. 1/2' (12,7 mm) (12,7±3,2 mm) (73,0 mm) 1/4' (6,4 mm) I FACE OF 2-1/4' DIA. MOUNTING I SPRINKLER / 57,2 mm PLATE 1/8' FITTING MOUNTING SURFACE U / t t 1-3/4' (44,5 mm) 1-1/2" (38,1 mm) CLOSURE TY-FRL FIGURE 4 SERIES TY-FRL (TY1221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 1/2±1/8' 2-7/8" DIA. 1/2(12,7mm) (12,7±3,2 mm) (73,0 mm) 1/4" (6,4 mm) I FACE OF 2-1/4' DIA. MOUNTING SPRINKLER 57,2mm I FITTING PLATE 1/8" MOUNTING SURFACE CLOSURE TY-FRL tI! ' "•" I $ 3 1-3/4" (44,5 mm) 1-1/2" (38,1 mm) FIGURE 5 SERIES TY-FRL (TY3221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT TFPI3O Page 5 of 6 Care and Maintenance The TYCO Series TY-FRL Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that 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. Modi- fied-or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- WRENCH RECESS PUSH WRENCH UP TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 12 RECESSED SPRINKLER WRENCH tection Association (e.g., NFPA 25), in addition to the standards of any oth- er authorities having jurisdiction. The installing contractor or sprinkler man- ufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, test- ed, and maintained by a qualified In- spection Service in accordance with local requirements and/or national codes. TPFI3O Page 6 of 6 PIN 58-XXX-X-XXX I SIN SPRINKLER TEMPERATURE 973 2.8K UPRIGHT (1/2"NPT) TY1121 NATURAL BRASS RATING 165 I 981 2.8K PENDENT (1/2"NPT) 1Y1221 CHROME PLATED 165-F (74-C) _______________________ 974 5.6K UPRIGHT (1/2"NPT) TY3121 212 212-F (100'q 982 5.6K PENDENT (1/2"NPT) TY3221 174 8.0K UPRIGHT (3/4"NPT) TY4121 172 8.0K PENDENT (3/4"NPT) 1Y4221 TABLE B SERIES TY-FRL PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRL (specify SIN), (specify K-factor), (specify Up- right, Pendent, or Recessed Pendent) Sprinkler Quick Response, (specify) temperature rating, (specify type of finish), P/N (specify from Table B) Recessed Escutcheon Specify: Style 20 Recessed Es- cutcheon with (specify*) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 9 Sprinkler Wrench, P/N 56-000-1-849 Specify: W-Type 12 Sprinkler Wrench, P/N 56-798-1-001 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone i-1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tqca TEFLON is trademark of The DuPont Corporation. Fire Protection Products 7 L Fire Protection Products Worldwide Contacts I i www.tyco-fire.com Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics General E4!.1 The TYCO Model BB (Back to Back), SD (Single Directional), HIP, and AP (Attic Plus) Specific Application Sprin- klers for Protecting Attics are fire sprinklers for combustible and non- combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Applica- tion Combustible Concealed Space Sprinkler having specific applica- tion criteria for its use with the Mod- els BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces, and when compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branch- line materials and the associated in- stallation labor. The Specific Applica- tion Sprinklers for Protecting Attics have undergone the most extensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific application guidelines for use as special sprinklers as defined by the National Fire Protection Associa- tion (NFPA). The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The restricted spacings of Standard Spray Sprinklers used within attics is described in the 2007 edition of NFPA 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in combustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes (Ref. Table A) The Specific Application Attic Sprin- klers provide the best level of pro- tection, and control cost by eliminat- ing the need for additional sprinklers and branchline piping. In many cas- es, an attic can be entirely protected with just one line of piping located be- low the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Direc- tional) or Model HIP Sprinklers, one line of either of these sprinkler types is sufficient at each area being cov- ered. For example and assuming the use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 roof pitch, designed to the 2007 edition of NFPA 13, would require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line running below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branch- lines saves the cost of the pipe, fit- tings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler tech- nology is the reduction in system volume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly allow for quicker water deliv- ery times, eliminating the need for an accelerator. AUGUST 2014 ) TFP6IO 1 2 3 4 CROSS SECTION TFP6IO Page 2 of 28 I Components: I I 1-Frame 4-Bulb I I 2 - Button 5 - Compression I3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 1-5/8' (57,2 mm) (41,3 mm)H 1-1/8 /16" (28,6 mm) j(206 mm) FLOW FLOW 61 I 2-1/8 T 2 (54,0 mm) 3 THREAD L RELIEF J1/2 (12,7 mm) /! NPT NOMINAL WRENCH FRAME CROSS MAKE-IN FLATS ARMS SECTION ELEVATION FIGURE A MODELS BB I, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4" L_ 1-5/8" - (57,2 mm) [(41,3 mm) 1-1/8" I 13/16" (28,6 mm) 20,6 mm) FLOW fl \ FLOW -__.-ii_ 5 2-1/8" _Ll LL 2 (54,0 mm) 1 it THREAD L RELIEF / 7/16" (11,1 mm)J /1/2" NPT / NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE C MODELS BB I, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 1-9/16" 2-1/4" r---- (39,7 mm) - (57,2 mm) 10 11 ________________ 1-1/8" (28,6 mm) 8 I FLOW jL-_-Jr FLOW 2-1/2" (63,5 mm) FRAME £ ARMS 5 WRENCH 1/2W 7/16" HEX NPT (11,1 mm) NOMINAL MAKE-IN ELEVATION FIGURE B MODELS BBI, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I Components: I I 1 - Body 5 - Compression 8 - Deflector I I 2 - Cap Screw 9 - Rivet I I 3 - Sealing 6 - Lever 10 - Link I Assembly 7 - Deflector Assembly 4 - Saddle Frame 1-5/16" 2-1/8" (33,3 mm) (54,0 mm) H 1-5/16" 8 (33,4 mm) FLOW 1 FRAME ARMS (76,2 mm) 2 1 7/16" (11,1 mm)J WRENCH 1/2" NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE D MODELS SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP6IO Page 3 of 28 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2" (54,0 mm) (50,8 mm) 1-1/16" 1-1/4" (27,0 mm) (31,8 mm) FLOW 2-1/8 " R W (54,0 mm) T LIE ELIEF 7/16" (11,1 mm)J 1/2" NPT NOMINAL WRENCH FRAME MAKE-IN FLATS ARMS CROSS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 5 - Compression 2 - Sealing Screw Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring 1-11/16' 6 (42,9 mm) 5 :kF lNKLER - IS 4 ARMS 2-1/4" (57,2 mm) : FLATS RENCjjI 7/16" (11,1 mm) j NOMINAL MAKE-IN CROSS SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS The other cost reduction is the Listing of BlazeMaster CPVC for use in attic spaces to feed the wet system Spe- cific Application Sprinklers for Pro- tecting Attics, as well as to feed the wet system sprinklers below the ceil- ing. Traditionally, BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of us- ing CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four (4) models of the Spe- cific Application Sprinklers for Pro- tecting Attics - BB (Back to Back Dual Directional), SD (Single Directional), HIP, and AP (Attic Plus). The BB (Back to Back) and SD (Single Directional) Sprinklers have three (3) separate ver- sions that are used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. Table A). BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application At- tic Sprinkler (Figures A, B & C) throws a narrow but long pattern. The nar- row spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9,1 m) in each direction when measured horizontal- ly. There are three (3) different models (i.e., BB1, BB2, and BB3) that account for different roof slopes, and each model is provided in one of three dif- ferent orifice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Model SD (Single Directional) Specific Application Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, un- like the Model BB, the Model SD only throws in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 13). In this case, the SD (Single Directional) would be used on one side of the slope and AP Sprin- klers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in a vertical upright orien- tation and not angled with the slope. (Achieving the vertical upright orien- tation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and paral- lel to the roof hip.) There are three (3) different models (SD1, SD2, and SD3) that account for different roof slopes. HIP Sprinkler The HIP Specific Application Attic Sprinkler (Figure E) covers the area of the hip in the attic. This is a slight- ly different concept than the BB (Back to Back) or SD (Single Directional). The HIP Sprinkler is located along the slope running down the hip, and throws a 900 pattern toward the out- side eaves. This pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rath- er it throws most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typically spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprin- kler, the framing must be perpendicu- lar to the outside wall (Ref. Figure 12) and the maximum throw cannot ex- ceed 28 feet (8,5 m) measured hori- zontally. The HIP, unlike the BB (Back to Back) and SD (Single Directional), is installed with the deflector parallel with the slope. There is only one mod- el with flows and pressures for two different spacings. TFP6IO Page 4 of 28 AP Sprinkler (Attic Plus) The AP Sprinklers are to be installed in the upright orientation with their de- flector parallel to the roof. The Model AP Sprinklers (Figure F) are intended to be used to provide protection of at- tic areas outside the scope of appli- cations for the BB, SD, or HIP Sprin- klers. The AP Sprinklers must only be used in conjunction with other Specific Application Attic Sprinklers, i.e., BB, SD, and HIP, or as permitted in other sections of this document. When used, the AP Sprinklers will pro- vide a hydraulic advantage over Stan- dard Spray Sprinklers for the protec- tion of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. The Specific Application Sprinklers for Protecting Attics described here- in must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. 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. Sprinkler Identification Number (SIN) * The "TY" prefix is a re-designation of the previous "C" prefix (e.g., 1Y4180 is a re-designation for C4180). Technical Data Approvals UL&C-UL Listed (These Approvals only apply to the service conditions indicated in the De- sign Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 gpm/psi1'2 (60,5 1pm/bar1"2) K = 5.6 gpm/psi1'2 (80,6 1pm/bar1'2) K = 8.0 gpm/p5i112 (115,5 1pm/bar1"2) Temperature Rating Intermediate Temperature as follows: -200°F (93°C) for BB (K4.2 & K8.0), HIP, AP -212°F (100'C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C & E) Frame ............................Bronze Button.....................Bronze/Copper Sealing Assembly ...........Beryllium Nickel wfrEFLON Bulb .....................Glass (3 mm dia.) Link...............................Monel Compression Screw .................Brass Deflector.....................Brass/Bronze Physical Characteristics (Figures B & D) Body..............................Brass Cap..............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Saddle ............................Brass Link Assembly ......................Nickel Compression Screw .................Brass Deflector .......... ........... Brass/Bronze Lever.....................Bronze Deflector Frame ............................Bronze Diffuser............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button ......................... ...Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Compression Screw .................Brass Deflector..........................Bronze Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that ex- pands 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. BB (K=5.6) & SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves sepa- rate, allowing the sprinkler to activate and water to flow. TY4180* - BB1, K=8.0 TY4181* -BB2, K=8.0 TY4182* - 13133, K=8.0 TY3180* - 13131, K=5.6 TY3181* - BB2, K=5.6 'zr 5.6 T 155' R MIA 3187 6 1Y2190 : AP, (=4.2 TFP6IO Page 5 of 28 Installation The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. NOTICE Do not install any bulb-type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°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). Higher lev- els of torque can distort the sprinkler inlet with consequent leakage or im- pairment of the sprinkler. Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be in- stalled in the upright vertical po- sition with the flow arrows on the deflector pointing down the two op- posing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical posi- tion with the flow direction arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline perpendicular to the ridge of the hip roof and with the flow direction ar- rows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is parallel with the slope of the hip ridgeline.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. FIGURE G DO NOT GRASP DEFLECTOR WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH 7"A" END \ JAW FLANGE KED--__" 7 ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH For Use with BB (K=80) Sprinklers I WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH - JAW FLANGES WRENCH USE END \ JAW FLANGE MARKED , A ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For Use with BB (K=4.2) Sprinklers Step 3. Wrench-tighten the sprinkler using only the wrenches shown in Figures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. i-ITWIRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END JAW FLANGE MARKED 'A" ONLY FIGURE K W- TYPE 20 SPRINKLER WRENCH For Use with HIP (K=56) Sprinklers WRENCH HEX APPLY WRENCH 4 TO WRENCH HEX ONLY ADJUST N~~ WR JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with 68 (K=5.6) & SD (K=5.6) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END JAW FLANGE MARKED ----_Y 7 A ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (K=4.2 & 5.6) Sprinklers TFP6IO Page 6 of 28 Design Criteria Area of Use Roof structures, combustible and noncombustible, including wood joist/ rafters and wood trussed attics, with a ceiling below. System Type for BB, SD, HIP, or AP Wet using CPVC pipe Wet or dry using steel pipe Note: Use of the 4.2 K sprinklers in dry pipe systems is permitted by sec- tion 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Hazard Light Hazard BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch Refer to Table A for allowable roof spans and roof pitches, as well as for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 & 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 feet (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers (Ref. Figures 14A, 14B & 15). BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 feet (1,2 m) as measured along the branchline for BB and SD (Ref. Figure 3) 3 feet (0,9 m) as measured along the branchline for HIP (Ref. Figure 12) 7 feet (2,1 m) between AP Sprinklers BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 feet (1,8 m) on center along the branchline (Ref. Figures 3 & 12) for BB, SD, and HIP For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 6 feet (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 7 feet (2,1 m) from AP to Standard Spray Sprinklers In the slope direction (Ref. Figure 6), 26 feet (7,9 m) from BB or HIP Sprin- klers to AP Sprinklers or Standard Spray Sprinklers BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 inches (558,8 mm) maxi- mum, 16 inches (406,4 mm) minimum (Ref. Figures 2 & 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) (only 4.2K Model BB), 12 inches (304,8 mm) maximum below the peak and a minimum of 1 inch (25,4 mm) below the bottom of top chord or solid wood rafter AP Deflector Position and Roof Pitch 1 to 3 inches (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is a nominal 12 inches (600 mm) or less BB or SD Deflector Installation Position Above Scissor Truss 18 inches (457,2 mm) minimum (Ref. Figure 5) BB, SD, or HIP Minimum Distance Away from Trusses Attic Sprinklers must be installed 6 inches (152,4 mm) away from the face of trusses (Ref. Figure 7) SD Distance from Shear Wall or Draft Curtain 4 to 6 inches (101,6 to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2) Draft Curtains Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft curtain. The draft curtain may be constructed of 1/2 inch (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak Use of UL Listed BlazeMaster CPVC Piping with Specific Application Sprinklers for Protecting Attics (Wet Systems Only) BlazeMaster CPVC piping may be used in a combustible concealed at- tic space requiring sprinklers when in- stalled in accordance with the follow- ing guidelines: Note: Where the use of non-combus- tible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insulation. The non-combustible insulation (i.e., fiberglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with BlazeMaster CPVC by consulting www.lubrizol.com. BlazeMaster CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 inches (152,4 mm) of noncom- bustible insulation covering the hor- izontal or vertical pipe (Ref. Figures 9A, 9B & 9C) extending 12 inch- es (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be protected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 inches (152,4 mm) of non-combustible in- sulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 913). Insulation is for fire pro- tection purposes. It is not freeze protection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide instructions. With reference to Figure 19, Blaze- Master CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by a BB, SD, or HIP Sprinklers lo- cated at a maximum lateral dis- tance of 12 inches (304,8 mm) from the riser centerline BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline BB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 inch- es (152,4 mm) from the branchline centerline BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (152,4 mm) from the branchline centerline A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps TFP61O Page 7 of 28 DRY PIPE ALL ALLOWABLE SYSTEM OF SPAN, MINIMUM MINIMUM PITCH, MAXIMUM MODEL K SIN (a) (b) (e) FLOW, PRESSURE, Rise Over Run (%) WATER Feet 'm' ee gpm (1pm) PSI (bar) DELIVERY TIME, Seconds 13131 8.0 TY4180 w60 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) 13132 8.0 TY4181 w60 (18,3) 38(144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) B133 8.0 TY4182 w60 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 >40 (12,2) to :s60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) 13132 5.6 TY3181 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 >40 (12,2) to 60 (18,3) 38 (144) 46.0(3,2) 10:12 (83) to 12:12 (100) (c) B81 5.6 1Y3180 :s40 (12,2) 25 (95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) 13132 5.6 TY3181 w40 (12,2) 25 (95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (c) B133 . IY3J.82. 1U (12,2) 25 (35) 20.0 (1,4) B81 4.2 TY2180 :g20 (6,1) 13 (49) 9.6(0,7) 3:12 (25) to less than 7:12 (58) 45 (d) Tr IY2TUT 2O(6,1) 13(43) 3.6(0,7) 42-(5 s-ttirr1Oi793r 45(d) 13133 42 1Y2182 s20(6,1) 13(49) 9.6(0,7) 10:12 (83) to 12:12 (100) 45 (d) [ 13132 SD1 5.6 TY3183 >30 (9,1) to w40 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 1Y3184 >30 (9,1) to 2-,40 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY21,B -,n (0,1) to rAQ (12,2) 35 (132) 30.0 (2,7) 10:1 (83) to 32-39 (100) SD1 5.6 1 TY3183 >10 (3,0) to 2-.30 (9,1) 25 (95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 T84 >10 (3,0)to :su ,i) Z 5 (95) 20.0(1,4) 7i2(511essffin:73 (C) SD3 56 TY3185 >10 (3,0)to w30 (9,1) 25 (95) 20.0(1,4) 10:12 (83)to 12:12 (100) (c) SD1 5.6 TY3183 :510 (3,0) 19 (72) 11.5(0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 :510 (3,0) 19(72) 11.5(0,8) 7:12 (58)to less than 10:12 (83) (c) SD3 5.6 TY3185 :5103,0) 19(72) 11.5(0,8) 10:1283)to12:12(100) (c) HIP 5.6 1Y3187 >20( 1) to !-.28 (8.5) 34 (129) 36 9 (2) 4:12 (33) to 12:12 (100) (c) HIP 5.6 1 TY3187 w20 (6,1) 25 (95) 20.0 (1,4) 4:12 (33) to 12:12 (100) (c) AP 5.6 TY3190 10 (3 1) 12 '3 6 , / ' ' / -See note (e) Mi (psi (U,4o bar) In Minimum 0.10 gpm/ft2 (4,1 mm/mm.) Design Density 3:12 (25) to 12:12 (100) 60 (d) AP 4.2 TY2190 3:12 (25) to 12:12 (100) 6Q (d) Notes: The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. The HIP roof span is measured horizontally as shown in Figure 12. Refer to 2007 edition of NFPA 13, Section 7.2.3. Maximum water delivery time for all size of systems. The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP6IO Page 8 of 28 BlazeMaster CPVC may be used exposed to provide wet system, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A & 17B) where: The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported ad- jacent to the AP Sprinkler, and ver- tical restraint is provided using the CPVC hanger support for horizon- tal pipe runs Vertical sprigs have a maximum exposed length of 10 feet (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 inches (3304,8 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler A minimum 6 inches (152,4 mm) deep of non-combustible insulation extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Figure 17A). If the CPVC branchline is located inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 inches (152,4 mm) deep of noncombustible insula- tion on top of the branchline feed- ing the AP sprigs (Refer to Figure 17B). Insulation is for fire protection purposes. It is not freeze protec- tion. Additional depth of non-com- bustible insulation may be added to reduce the exposed length of the AP sprigs. A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps Mismatched Slopes Refer to Figure 10. Obstructions For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branch lines without the need for sprigs. See the 2007 edition of NFPA 13, 8.8.5.2 for requirements when installed on pipe greater than 2-1/2 inch NPS (DN65). Hydraulic Requirements Refer to Figure 20. To Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured hori- zontally) and the slope of the roof, and then refer to Table A. There is no in- terpolation of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the mini- mum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 feet (2,4 m) does not apply to the AR Coverage Area Coverage area for the BB (Back to Back) Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline (maximum distance along branchline is 6 feet [1,8 m] re- gardless of the length of the throw). Note: The distance along the branch- line may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maxi- mum depending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Di- rectional) Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branchline is 6 feet (1,8 m), the max- imum throw measured horizontally is 40 feet (12,2 m), and the maxi- mum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprin- klers is the distance down the larger slope multiplied by two, and multi- plied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the dis- tance between the branchlines. The maximum spacing is 10 feet (3,1 m) perpendicular to the slope and 12 feet (3,6 m) parallel to slope, and as measured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. The maximum spacing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprin- klers use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provid- ed in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13). Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m) and up to 60 feet (18,3 m) is required, use the 8.0 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-fac- tor, BB Sprinklers to minimize over discharge. If less than 20 feet (6,1 m) is re- quired, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will de- termine the maximum spacing along the ridge. The maximum dis- tance is 6 feet (1,8 m). For exam- ple, a 12:12 slope at the maximum span of 60 feet (18,3 m) will produce a slope length of approximately 42.5 feet (13,0 m). That number multi- plied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 m) throw only allows a 4 feet 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. TFP6IO Page 9 of 28 For SD Sprinklers (Single Directional) Determine the throw needed As the 400 ft2 (37,2 m2) is not a fac- tor with the SD Sprinklers, the max- imum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 & 11). (The reason 400 ft2 is not an issue with the single di- rectional is because, at its max- imum spacing, 6 feet [1,8 m] on center / covering 40 feet [12,2 m] flat / a 12:12 slope / and the throw being 56.5 feet [17,2 m], the 400 ft2 [37,2 m2] maximum would not be exceeded.) Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For HIP Sprinklers Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13) From the intersection of the top of the hip and the ridge, the maximum distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 inches (152,4 mm) away from the face of the truss- es. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account for the different slopes of the hip and the roof, as-well as distances measured along the slope verses horizontal in plan view must be ac- counted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Care and Maintenance The TYCO Specific Application Sprin- klers for Protecting Attics must be maintained and serviced in accor- dance 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 sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or product manu- facturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Sprinklers that 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. Modi- fied sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprin- klers that have been exposed to cor- rosive 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 dam- aged 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 In- stallation Section.) 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, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Model (specify), (specify) K- factor, SIN (specify), Specific Applica- tion Attic Sprinkler, P/N (specify): 13131 (K=8.0), TY4180 ..................P/N 51-623-1-200 BB2 (K=8.0), 1Y4181 ...................P/N 51-621-1-200 BB3 K=8.0), 1Y4182 ..................P/N 51-622-1-200 BB1 (K=5.6), 1Y3180 ..................P/N 50-601-1-212 BB2 (K=5.6), 1Y3181 ..................P/N 50-602-1-212 BB3 (K=5.6), TY3182 ..................P/N 50-603-1-212 BB1 (K=4.2), 1Y2180 ..................P/N 50-620-1-200 BB2 (K=4.2), 1Y2181 ..................P/N 50-621-1-200 13133 (K=4.2), 1Y2182 ..................P/N 50-622-1-200 SD1 (K=5.6), 1Y3183 ...................P/N 50-611-1-212 SD2 (K=5.6), 1Y3184 ...................P/N 50-612-1-212 SD3 (K=5.6). TY3185 ..................P/N 50-613-1-212 HIP (K=5.6), 1Y3187 ..................P/N 51-620-1-200 AP (K=5.6), 1Y3190 ..................P/N 50-625-1-200 AP (K=4.2). TY190 ..................P/N 50-624-1-200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 TFP6IO Page 10 of 28 ROOF SPAN (COVERAGE) 6(152,4mm) MAX. ROOF SPAN 4" (101,6mm) MIN. H I h (COVERAGE) - SEE FIG. 11 BACK TO BACK FROM WALL DECK i I AP or STANDARD SPRAY SPRINKLER SPRINKLER STANDARD TRUSS SCISSOR SINGLE DIRECTIONAL SPRINKLERS 12 TRUSS SEE 4-12 22" (5588 mm) MAX. FIG 11 F 16' (406,4 mm) MIN. - - BOTTOM OF SHEATHING DRAFT - - - - - - 8' MIN CURTAIN FULL WALL TO DECK TO DECK (203,2 mm) - FIGURE 1 FIGURE 2 6-0" (1,83 m) MAXIMUM I 4-0" (1,22 m) MINIMUM I 7-0" (2,1 m) MIN. FOR AP SPRINKLERS I 6-0" (1,8 m) MINIMUM FOR - I STANDARD SPRAY SPRINKLERS II II II II I I I I II II II II II \ II I I I I I I BB or SD ATTIC II II IISPRINKLERS II RIDGE IF II II AP or STANDARD ATTIC Ii SPRAY SPRINKLER SPRINKLER RIDGE II Ii II I II 1 BRANCH I II I ii ii II BRANCH II I II II LINE II II I II II LINE II I II II II II - II II II TRUSS CEILING II II II II I II II II I' II ii ii ii / ii .1 I II II II TRUSS- I! II CEILING II II II / I II II II I _I ii II Ii / L FIGURE 3 FIGURE 4 BB, SD or HIP ATTIC 86, SD or HIP 22'(558,8 mm) MAX. 16(406,4mm) MIN. SPRINKLER ATTIC -or- FOR AROOF PITCH LESS THAN 4:12 (33%), 12" (304,8 mm) MAXIMUM STANDARD TRUSS 18" MIN. (457,2 mm) SPRINKLER 26 -0" (7 92 AP or MINIMUM STANDARD BELOW PEAK AND 1 SPRAY" (25,4 mm) MINIMUM A~ SPRINKLERS BELOW BOTTOM OF TOP CHORD OR \ -.- RAFTER " SCISSOR SS FIGURE 5 FIGURE 6 6" (152,4 mm) 6'(152,4 mm) MAXIMUM AXIMUM BB or HIP ATTIC SPRINKLER II Ii ii II BB, SDorHIP II I I II II II II SPRINKLER RIDGE II II II 22" (558,8 mm) MAX. II II II II 16" (406,4 mm) MIN. II II II BRANCH II BOTTOM OF SHEATHING II I II LINE II II II II II TRUSS - I II II CEILING II II II II Ii Ii FIGURE 7 FIGURE 8 NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION B SPACE 6" MIN. (1524 CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 9B TFP6IO Page 11 of 28 H-12" MIN--f-12" MIN. ATTIC (304,8 mm) (304,8 mmT SPRINKLER PROTECTED SPACE 6' MIN. (152,4 mm) CEILING / / NON-COMBUSTIBLE / INSULATION FOR FIRE JOIST / PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE _ 6" MIN. (152,4 mm) CEILING JOIST CEILING H CPVC PIPE ELEVATION CHANGE &FI1TINGS CEILING FIGURE 9C FIGURE 9 NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN 8" MIN. (SHOWN) (203,2 mm) OR FULL WALL I TO ROOF DECK ZA WHEN ANGLE "A" DOES NOT EQUAL ANGLE "B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BE, SD or HIP -.---A,-- COVERAGE ON HORIZONTAL / JOIST ROOF JOIST OIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE \ BB, SDorHIP COVERAGE ON HORIZONTAL MAXIMUM "(50 mm) VENT PERMITTED TOP OF INSULATION NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT AT EAVE TFP6IO Page 12 of 28 -..-- 7-6" (2,3 m) MAX. HORIZONTAL -miii 11111 I I I I I I I I I I BACK HIP SPRINKLERS PROTECT AREA ON --- I I I I I TO BACK BOTH SIDES OF - - I I I I I I SPRINKLERS FIGURE 12 HIP RIDGE -- I I I I I I I I I HIP ROOF INSTALLATION I I I I I I I I I WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE I I I I I I I I-lIP-..... I I I I I PERPENDICULAR TO AREA PERPENDICULAR TO OUTSIDE WALL _ _SLOPE___ I I I I I I I ROOF I I I I I I I SLOPE OUTSIDE WALL I I I I (SHOWN WITH HIP I - SPRINKLERS PROTECTING OUTSIDE I RIDGE LINE HIP SLOPE & ADJACENT MAXIMUM WALL - - AREAS TO HIP SLOPE) 28-0" (8,5 m) - HORIZONTAL HIP - RIDGES I 6-0" (1,8 m) MAX. 3-0" (0,9 m) SEE FIG. 11 3-0" (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE 6-0" (1.8 m) MAX. '- i-- 6-0" (1,8 m) MAX. STANDARD SPRAY I SPRINKLERS INSTALLED PER NFPA13IN HIP SLOPE I BACK AREA WHEN TRUSSES n- \ TO BACK ARE FRAMED PARALLEL i SPRINKLERS TO OUTSIDE WALL / TRUSSES IN HIP SLOPE AREA HIP IL PARALLEL TO OUTSIDE WALL SLOPE' - - ROOF SLOPE _I I OUTSIDE WALL - * MAXIMUM RIDGE LINE 40'-0'(12,2 m) SINGLE HORIZONTAL - DIRECTIONAL : 3-0' (0,9 m) ROOF SPAN SPRINKLERS I - MAX. ON (COVERAGE) --I. HIP SLOPE HIP RIDGES 3'-0"(0.9m) MAX. ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WIll-I AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES 6'-0"(1,8 m) MAX. k I NN\I H BACK 19 l 'ki I I TO BACK SPRINKLERS I I I I I I II I I HIP 1,I H I SLOPE L I ______________ ROOF SLOPE RIDGE LINE LAM' I I I I I I I 0 CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP6IO Page 13 of 28 Attic Spaces Greater Than 60 Feet (18,3m) up to 80 Feet (24,4m) Wide, (Ref. Figures 14 & 15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet (24,4 m) wide. NOTE Attics over 80 feet (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A & 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 1413) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (Ref. Figure 15), use 8.0K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. ISEE FIG. 11 JSEE FIG. ii SD SPAN (TABLE A) BB SPAN (TABLE A) AP 10-0' MAX. I SPRINKLERS 10-0" MAX. I (3,05 m) I BB ATTIC SPACED (3,05 m) I SPRINKLER 8-0' (2,4 m) AP SPRINKLER 6-0" SD ATTIC SPRINKLER (1,83m) TO COVERAGE (183 m) SPRINKLER COVERAGE MAX 7-0" (1,8 m) MAX. ON CENTER 6'-0" MAX. 1<AP (1,83 m) SPRINKLERS 4'-0" MIN SPACED (1,83 m) (1,22 m) 8-0" (2,4 m) 4-0" MIN. TO 7-0" (1,8 m) ON CENTER FIGURE 14A FIGURE 14B 10-0" HIP BACK TO BACK (3,0 m) SPRINKLERS SPRINKLERS HIP / RIDGES a"-N\ / (310 m AP F RIDGE SPRINKLERS - LINE AT THE EAVES HIP _____/t ' • / ROOF PROTECTION I PERIMETER SLOPE I AREA BB I I SPAN- (TABLE A) 10-0" a (3,0 m) I CPVC PIPE MAY ]J I BE USED IN SHADED 7-0" to 10-0" I AREA FOR CEILING (2,1 m to 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP6IO Page 14 of 28 88 ATTIC 3-1/2 MIN. SPRINKLER (88, 36" IN. AIR SPACE (914,4 mm) NO ADDITIONAL f 6" MAX. SPRINKLER (152,4 mm) REQUIRED BB ATTIC ANY SPRINKLER DISTANCE / GREATER THAN 6" (152,4 mm) ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE ',' 14AOR14B) ' FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER 6" (1524 ) ,1" 36" (914,4 mm) NO , mm MINIMUM ADDITIONAL SPRINKLER \\ REQUIRED MAXIMUM FIGURE 16C LESS THAN BB ATTIC 6' (152,4 mm) SPRINKLER 36" (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE I PER FIGURE 14A OR 148) GREATER THAN ,4'-0(1,2 m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). Dimension A Distance B Additional Sprinkler Required Beyond Obstruction Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction All Vertical Obstructions <6(152,4 mm) YES 1/2-1' (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4-8" (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8"-10"(203,2mm-254,omm) 5'-0'(1,52m) NO 10-20" (254,0 mm-508,0 mm) 10,-0" (3,05 m) NO 20-30" (508,0 mm-762,0 mm) 15-0" (4,57 m) NO 30-40" (762,0 mm-1016,0 mm) 20-0 (6,10 m) NO 40-48' (1016,0 mm-1219,2 mm) 25-0" (7,62 m) NO >48" (1219,2 mm) Any Distance YES DIMENSION A PER TABLE DIMENSION B PER TAB ADDITIONAL AP LE OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE j 14AOR148) s. FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as TFP6IO Page 15 of 28 Figure 16F Area Outside of Mechanical Space or Similar Compartmental Space When a BB Sprinkler is 36 inches (914,4 mm) or greater above the space, and 36 inches (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, Intermediate Level Standard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprin- klers as necessary - OR - by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compart- mented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar compartmented space. BB ATTIC SPRINKLER Figure 16G Piggyback Trusses When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clear- ance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 inches (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown. V H BB1 882 13133 0" 0' 0" 0' v>o' v+15" V+10" V+8' BOTTOM STIFFENERS PLANE OF STIFFENERS 22' (558,8tmm) MAX. 16(406,4mm) MIN. 36' (914,4 mm) - - - OR GREA ER NO ADDITIONAL 36' (914,4 mm) SPRINKLERS OR GREATER REQUIRED JNJ N, TOP OF 86 ATTIC STANDARD 1 DEFLECTOR SPRINKLER MECHANICAL SPRAY SPRINKLER SPACE __________________________________________I 88 ATTIC 70% MINIMUM SPRINKLER OPEN AREA 4" (101,6 mm) TO 6" (152,4 mm) P. 3-1/2" MIN. STIFFENERS 12" MIN. 12" (304,8 mm) TO 36" (9144 mm) ) 36" (9144 rnm) OR GREATER (88,9 mm AIR SPACE INTERMEDIATE (304,8 mm) JB ATTIC t MAX. LEVEL STANDARD SPRAY SPRINKLER / / SPRINKLER 'NT' I T1 12' MIN. 7-1/2 STANDARD MECHANICALI 4" (101,6 mm) TO (190,5 mm) (304,8 mm) SPRAY SPRINKLER SPACE 6" (152,4 mm) TYP. '1 BB ATTIC LESS THAN 88 ATTIC SPRINKLER OR 70% OPEN AREA, SPRINKLER STANDARD SPRAY OPENINGS LESS THAN STANDARD SPRINKLER 12' (304,8 mm) WIDE, SPRAY SPRINKLER OR STIFFENERS LESS THAN INTERMEDIATE GREATER THAN 12" (304,8 LEVEL 7-1/2" (190,5 mm) STANDARD WIDE SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND I STANDARD SPRAY PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP6IO Page 16 of 28 3-0" MAX. AP . (0,9 m) 1&- SPRINKLER AP \ \\SPRIG 6' MIN. -oisi \ t'\ (152,4 mm) 12" MIN. ,'12" MINI. (304,8 mm) (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A - AP - - SPRINKLER AP 10-0" MAX. 11- SPRIG (3,0 m) Li 6' MINI. r JOIST fj(152,4 mm) 12' MINI. I I 12" MIN. (304,8 mm= L04,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS 3'-0" (0,9m) b- AP SPRINKLER AP AP c\- SPRIG (3,0 m) r 7R I P NKLER 10-0" MAX. AP SRIG FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WITHIN JOISTS !ISMa1 111 6" MIN. / NON-COMBUSTIBLE (152,4 mm) INSULATION INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A 6" MINI. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE I PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B OBSTRUCTION OBSTRUCTION AP li A r6 SPRINKLER SPRINKLER t A 3 3C or 30 D ~-A-~ A~ 24'(609,6 mm) (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Horizontal Minimum Vertical Distance Distance Below Deflector (A) (B) (!052,4 mm) (76,2 mm) >6'1o9' (>152,4mm to 228,6 mm) (101,6 mm) >9' to 12' 6' (>228,6 mm to 304,8 mm) (88,9 mm) >12'to15' 8' (>304,8 mm to 381.0 mm) (203,2 mm) >15' to 18" 9-1/2" (>381,0 mm to 457,2 mm) (241,3 mm) >18' to 24" 12-1/2" (>457,2 mm to 609,6 mm) (317,5 mm) >24 to 30' 15-1/2' (>609,6 mm to 762,0 mm) (393,7 mm) >30' 18' (>762,0 mm) (457,2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS B AP SPRINKLER OBSTRUCTION TFP6IO Page 17 of 28 A=6 (150 mm) MAX. A B = 12 (300 mm) MAX. ANGLE SPRIG ARM PRIG y OVER VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is lim- ited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 11113!El!Pr1I FIGURE 20-13: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20-13-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-13-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-13-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-13-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Eli 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP I BACK TO BACK I SINGLE DIRECTIONAL MODEL HIP OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS DR''.,TPA JHOWN TFP6IO Page 18 of 28 FIGURE 20-A- 1. BB SPRINKLERS Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). DRY SYSTEM SHOWN FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most de- manding seven sprinklers, and then calcu- late the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. AlL DRY SYSTEM SHOWN TFP6IO Page 19 of 28 FIGURE 20-A-3. 88 AND SD SPRINKLERS Wet Systems - Calculate the most de- manding five BB Sprinklers plus two SD Sprinklers. Dry Systems - Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers (see adjacent figure). DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS RIDGE Wet Systems - Calculate the most de- * A a a a a a a * * manding five SD Sprinklers. T i Dry Systems - Calculate the most de- 'WALL OR manding nine SD Sprinklers (see adja- DRAFT CURTAIN cent figure). AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS RIDGE Wet Systems - Calculate the most de- a a a a a a a a a manding five sprinklers. T T T T T T T $ \ , Dry Systems - Calculate the most demand- WALL OR ing nine sprinklers with a maximum of seven DRAFT CURTAIN to be SD Sprinklers (see adjacent figure). AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers (see adjacent fig- ure). Dry Systems - Calculate the most de- manding nine sprinklers. WET SYSTEM SHOWN TFP61O Page 20 of 28 FIGURE 20-B- 1. SD SPRIN- KLERS & AP SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most de- manding calculation. Dry Systems - Calculate the most demanding nine SD Sprin- klers, and then calculate the most demanding seven AP Sprinklers. Use the most demanding calcu- lation (see adjacent figure). DRY SYSTEM SHOWN DRY SYSTEM SHOWN TION DRY SYSTEM SHOWN o Q 0 0 0 0 0 1 RI A I I ala & & i DRY SYSTEM SHOWN FIGURE 20-B-2. BB OR SD SPRINKLERS & AP SPRIN- KLERS AT THE EAVES OR BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see adjacent figures). AREA 2 AREA 1 AREA 3 -.- WITH AP WITH BB - WITH AP SPRINKLERS SPRINKLERS SPRINKLERS STAGGERED SPACING WHEN MORE THAN ONE ROW MINIMUM SEPARATION 15'-0(4,6m) WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN AREA 2 AREA 1 AREA 3 WITH AP WITH B8 & SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15-0' (4,6 m) TFP6IO Page 21 of 28 FIGURE 20-B-3. BB SPRINKLERS & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. FIGURE 20-B-4. BB SPRIN- KLERS, SD SPRINKLERS, HIP SPRINKLERS, & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprin- klers, calculate up to a maximum of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft2 (137 M2) having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. Dry Systems - Calculate up to the most demanding nine BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS & AP SPRINKLERS IN A DORMER, AT CROSS, AT A HIP ORATANELL Where the quantity of AP Sprin- klers in each dormer, cross, or ell is four or less (see adjacent fig- ure) and all of the dormers, cross- es and ells meet the maximum four AP Sprinkler criteria, calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprin- klers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. SF (4 AP NKLERS R LESS) S •"\ RIDGE • . p ••/ /• WALL /•• DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE pp p I P PaP P TFP6IO Page 22 of 28 FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS & AP SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). Dry Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-B or Part B-i thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). TFP6IO Page 23 of 28 FIGURE 20-C- 1. SD SPRINKLERS & STANDARD SPRAY SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most demand- ing seven Standard Spray Sprinklers. Use the most demanding calculation (see adjacent figures). & A I A A & £ I IA & I I RIDGE -o-------. 0 0 -0---- -0 - O-O I I I I I I I I I I I I\I WALLS OR DRAFT CURTAINS DRY SYSTEM SHOWN FIGURE 20-C-2. BB SPRINKLERS & STANDARD SPRAY SPRINKLERS BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers (see adjacent figures). OBSTRUCTION DRY SYSTEM SHOWN RIDGE FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION \oo 'N a 0 0 RID e • * • 2535 SQ FE 0/ /0. DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. TFP6IO Page 24 of 28 t. FIGURE 20-C-3. BB SPRINKLERS & STANDARD SPRAY SPRIN- KLERS AT THE HIP Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers, and then calculate the most demanding re- mote design area (including all sprinkler types) per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceil- ings). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers, and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings and 30% increase for dry systems). Include all sprinkler types within this area (see adjacent figure). Use the most demanding calculation. TFP6IO Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRINKLERS, & STANDARD SPRAY SPRINKLERS AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers, and then calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most de- manding calculation. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area (see adjacent figure). FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT •(NFPA Light Hazard)x 1.3 x 1.3 = 2535 SQ. Ft TFP6IO Page 26 of 28 FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS & STANDARD SPRAY SPRINKLERS IN A DORMER, AT A CROSS, AT HIP, OR AT AN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, calculate the At- tic Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demand- ing standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being in- cluded in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. STANDARD SPRAY /. SPRINKLERS (4OR LESS) . r Am 40 STANDARD SPRAY SPRINKLERS (4ORLESS) All STANDARD SPRAY SPRINKLERS I / (4 OR LESS) I STANDARD SPRAY SPRINKLERS (4 OR LESS) RIDGE 0• p WALL DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE p p •-t IIIP p p FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS & STANDARD SPRIN- KLERS SEPARATED BY COMPART- MENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i thru A-6 or Part C-i thru C-4, and then calculate the Standard Spray Sprinklers per NFPA 13. Use the most demanding calculation (see adjacent figure). 100' (25,4 m) 20' _______ ---1 20' (5,1 M) (5,1 M) - 60' (15,2 m) 40' (10,2 m) 100' (25,4 m) (5,1 M) 60' (15,2 m) (5,1 M) 40' • ::.~~ (10,2 m) TFP61O Page 27 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM 100' (25,4 m) I ________ 20' 20 (5,1 m) -- 60' (15,2 m) (5,1 m) (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 1 Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) 1 40' (10,2 m) 100' (25,4 m) 20' 20' (511 m) - 60' (15,2 m)-1 (5,1 m) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where AP Sprinklers are utilized, CPVC pipe may be used to supply the AP Sprinklers, as well as the ceil- Calculation 2 ing sprinklers below the AP Sprin- klers (See Page 6). STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) 40' (10,2 m) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where Standard Sprinklers are uti- lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling. Calculation 1 Calculation 2 FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS 40' (10,2 m) 100'(25,4 m) (5,1 m) L• 60' (15,2 m) • . (5,1 m) 40' (10,2 m) Calculation 2 100' (25,4 m) (5,1 m) 60' (15,2 m) ' (5Th) TFP6IO Page 28 of 28 MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-13-3) Calculation 1: Calculate the most demanding seven Calculation 1 BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). 100 (25,4 m) (5rn) 60' (15,2 m) (5,1 m) I I I I * • • • • Calculation 2 (10,2 m) 12 1 100' (25,4 m) (51 m) 60' (15,2 rn) - (5rn) (10m) Calculation 1 STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoretical design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tyco TEFLON is a trademark of The DuPont Corporation Fire Protection Products RIa7eMaqfpr i a tra4'lemark of The I i Ihri7oi rnrnnrntinn ES-A-3000SS EXISTING BACKFLOW - FOR REFERENCE ONLY Series 3000SS A A M E S Double Check Detector Assemblies Sizes: 21/2 - 12 (65 - 300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverseflow of fire protection system substances, i.e., glycerinwetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a drinking water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free* through the waterway. The double check detector assembly consists of two independently operat- ing, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. Noryl® is a registered trademark of General Electric Company. It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. Contractor Approval Contractor's P.O. No. Representative Features Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for ret- rofit installations Stainless Steel body is half the weight of competitive designs reducing installa- tion and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of main- tenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with /8" x 3/4" bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG - less shutoff valves OSY - ULJFM outside stem and yoke resil- ient seated gate valves OSY FxG - flanged inlet gate connection and grooved outlet gate connection OSY GxF - grooved inlet gate connection and flanged outlet gate connection OSY GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Post indicator plate and operating nut available - consult factory "The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Job Name_ Job Location Engineer - Approval - Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. amesfl rewater. corn I A I Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) Maximum Working Pressure: 175ps1 (12 bar) Capacity Flow curves astested by Underwriters Laboratory perUL1 469,1996. * Rated flow **UL Tested * ** id's psi 21/211 (65mm) .:I___. •• u• kPa psi 311 (80mm) * ** MMMMMMMEEMMEEMM• _______I II I•• kPa psi 411 (1 00mm) * ** 103 15 - 03 12 - 62 9 41 6 - 21 7 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 958 1140 1330 1520. 1170 1900 2090 2280 2470 26602850 1pm 5 10 15 fps 1.5 3 4.6 mps Standards ASSE 1048, AWWA C510-92, CSA B64.5, UL 1469 Approvals UL Classified (OSY only), FM (sizes 21/2 - 10", OSY only) EISSE <> ,31SSlp, Approved (j) kPa psi 6" (150mm) * ** 103 15 83 12 62 9 41 6 21 3 0 100 200 300. 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 6pm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4180 4560 4940 5320 5700 1pm 5 10 15 fps 1.5 3 4.6 mps kPa psi 8" (200mm) * ** 83 12 62 9 41 6 213 __4_44 - 0 2000 2250 2500 gpm 250 500 750 1000 1250 1500 1750 950 1900 2850 3800 4750 5700 6650 7690 8550 9500 1pm 5 10 15 fps 1.5 3 4.6 mps 10" (250mm) * ** kPa psi 103 15 - - 83 12 - - - 62 9 - - - - 41 6 - - 21 3 P" 8 250 500 750 1000 12501500 1750 2000 2250 25003000 3500 gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 11400 13300 1pm 5 10 fps 1.5 3 mps 12" (300mm) kPa psi 110 16 - - 97 14 83 12 69 10 55 8 - 41 6 284 14 2 0 500 1000 1500 20002500 3000 3500 4000 4500 gpm 1900 3800 5700 7600 0500 11400 13300 15200 17100 1pm 5 10 fps 1.5 3 mps SIZE (ON) DIMENSIONS NET WEIGHT NET WEIGHT in. mm in. A mm in. C (0S mm in. 0 mm .6 in. mm L in. mm P in. mm w/Gates lb. kg. w/o Gates lb. kg. 21/2 65 37 965 16/8 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 48/2 1232 1 301/8 765 1 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 6/4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 1 15 381 1 291/2 749 1 191/2 495 1 774 351 190 86 12 300 571/2 1461 531/8 1349 91/2 241 1 15 381 1 291/2 749 1 21 533 1 1044 474 220 100 A A M E S FIRE & WATERWORKS A Watts Water Technologies Company 1l1t1l(1YJ(].i]ip 0 USA: Backflow- Tel: (916) 928-0123 • Fax: (916) 928-9333 Control Valves- Tel: (713) 943-0688 • Fax: (713) 944-9445 Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 Latin America: Tel: (52) 81-1001-8600 ES-A-3000SS 1410 © 2014 Ames Fire & Waterworks Engineer Spec Section VicFlexTM Sprinkler Fittings jttauIic Series AH1, AH2 and AH4 Braided Flexible Hose Assemblies 10.85 Approvals/Listings: liSTED See Victauli: Pub caLico mm for more Product Description: VicFlex sprinkler fittings provide sprinkler installation on suspended ceiling grids, wood or metal stud/joist or hat furring channel hard-lid ceilings utilizing a flexible, stainless steel hose and steel bracket assembly. Refer to the Installation Manual for all applicable ASTM ceiling material and installation standards. System Components Hoses: Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Brackets: Style AB1 for suspended and hard-lid ceilings, allows installation before ceiling tiles in place Style AB2 for hard-lid ceilings, allows for vertical sprinkler adjustment Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB7 for suspended ceilings and hard-lid ceilings Style A137 Adjustable for suspended and hard-lid ceilings Style AB8 for hard-lid ceilings (regionally available) Style AB9 for hard-lid ceilings with hat furring channel grid systems Style AB10 for Armstrong TechZonem ceilings Assembly lengths: 31, 36, 48, 60, 72/90, 914, 1220, 1525, 1830mm. Note: length includes branch-line nipple and 5.75/140mm straight reducer. Sprinkler Reducers: ½' and A'/15 and 20 mm sprinkler connections and 5.75/140mm, 97230mm, 13/330mm straight lengths and short, long 90 elbows. Note: The short 900 elbow is typically used with concealed sprinklers while the long 90 elbow is typically used in the installation of recessed pendent sprinklers. Branch Connections: 1/25mm NPT or BSPT branch line nipples for attaching to rigid pipe. 3A'720mm NPT or BSPT available for VdS. victaulic.corn I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 10.85 5839 Rev U Updated 08/2014 8 2014 victaulic company. All rights reserved. 1 ictaulic vctauliccom I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Technical Specifications: Material Specifications: I Maximum Working Temperature: 2250 F/107°C Maximum Working Pressure: 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed -Series AH2 only) 1600 kPa/232 psi (VdS Approved) Connections: To branch line (inlet) via 1/25.4 mm NPT or BSPT male thread OR To branch line (inlet) via 3/4"/20 mm BSPT male thread (VdS only) To sprinkler head (outlet) via ½" or A715 mm or 20 mm NPT or BSPT female thread Minimum Bend Radius: 7/178 mm (FM Approval) 2/51 mm (cULus Listed - Series AH2 only) 3/76.2 mm (cULus Listed - Series AH1 only) 3/76.2 mm (VdS Approved) Maximum Allowable Sprinkler K-Factors: FM (½'715mm reducer) K5.6/8,1 (SI.) (3/4 /20mm reducer) K14.0/20,2 (SI.) cULus (1/2"/15mm reducer) K8.0/11,5 (S.l.) (34'/20mm reducer) K14.0/20,2 (S. I.) VdS (1/2715mm reducer) K5.6/8,1 (SI.) (34"/20mm reducer) K8.0/11,5 (SI.) Series AH1 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (½ or 3R): Carbon Steel, Zinc-Plated Series AH2 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducers (½ or /4"): Carbon Steel, Zinc-Plated Series AH4 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: EPDM per ASTM D2000 Isolation Ring: N/A Nut and Nipple: Carbon Steel, Zinc-Plated Reducers (½ or 3/41: Carbon Steel, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated 10.85 5839 Rev U Updated 08/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 \J(tauIac victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AM I Publication 10.85 Utus FRICTION LOSS DATA: LISTED -Series AH2 Braided Hose with Straight 575" Reducers -Style AB1 and AB10 Brackets Series AH2 Hose Maximum Length of i Equivalent Length Number of Stainless Steel of 1733.7mm 90 Bends at 2/51mm Flexible Hose Outlet Size Sch. 40 Pipe (c=120) Bend Radius inches inches/type feet/meters 1/2"/Straight 16/4.9 4 31 1/4"/Straight 17/5.2 4 21/6.4 5 36 W/Strmght . W/Strai9ht 48 - 3%"/Straight 37/11.3 8 1/2"/Straia~t 46/14.0 10 60 36"/Straight - -- .......32/9.8 46/14.0 .8 72 _4Strait.... 55/16.8 12 ~/Straight 53/16.2 12 Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751mm center line bend radius Length of Stainless Steel Flexible Outlet 1 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size 0 Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches inches feet/meters ½ 5.0/1.5 8.5/2.6 11.0/3.4 13.0/4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31 ~" 6.5/2.0 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A N.A N.A N.A N.A N.A ½ 10.5/3.2 13.5/4.1 16.0/4.9 18.0/5.5 19.0/5.8 21.0/6.4 N.A N.A N.A N.A N.A N.A N.A 36 34" 12.0/3.7 14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0/7.0 N.A N.A N.A N.A N.A N.A N.A ½ 11.5/3.5 15.5/4.7 17.0/5.2 19.5/5.9 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 32.0/9.8 N.A N.A N.A N.A 48 3/4" 13.0/4.0 17.0/5.2 19.0/5.8 21.5/6.6 24.5/7.5 26.0/7.9 27.0/8.2 1 30.0/9.1 37.0/11.31 N.A N.A N.A N.A 1/2 15.5/4.7 21.5/6.6 24.0/7.3 27.0/8.2 28.5/8.7 30.0/9.1 31.0/9.4 37.0/11.3 42.0/12.8144.0/13.4 46.0/14.0i N.A N.A 60 i4 16.0/4.9 23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 30.5/9.3 31.0/9.4 138.0/11.6 42.0/12.81 44.0/13.4 46.0/14.oi N.A N.A ½ 28.5/8.7 30.0/9.1 32.0/9.8 36.5/11.1i37.5/11.4 40.5/12.5 41.0/12.8142.0/12.8 46.0/14.0149.0/14.9152.0/15.854.0/16.5 55.0/16.81 72 3% 24.0/7.3 1 32.0/9.8 32.5/9.9 35.0/10.735.5/10.8 40.0/12.3 40.5/12.3141.0/12.5i46.0/14.0150.0/15.251.0/15.5i52.0/15.8 53.0/16.2] Note: Values for use with 5.75 straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev u updated 08/2014 © 2014 Victaulic Company. All rights reserved. vrntaullc .com 3 _111.04--c-vaulicr victaulic.corn I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 FRICTION LOSS DATA: LISTED -Series AH1 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB1O Brackets Series AH1 Hose Maximum Length of Equivalent Length Number of Stainless Steel of 1/33.7mm 900 Bends at 3/76.2mm Flexible Hose Outlet Size Sch. 40 Pipe (C=120) Bend Radius inches inches/type feet/meters 31 1/2 /Straight W/Straht 52/15.8 3 55/16.8 3 36 ½/Straight .W/Strajght 63/19.2 4 .66/20.1 -4 48 1/2"/Straight ___________ 78/23.8 4 80/24.4 4 60 Strai1ht ______- Straigt_ 88/26.8 --________________ 90/27.4 4 72 1/2"/Straight _ 112/34.1 5 118/36.0 5 Series AH1 Braided Hose Equivalent Length Design Guide Length of Stainless Steel Flexible Outlet 1 2 3 4 5 Hose Size 0 Bends Bends Bends Bends Bends Bends inches inches feet/meters _______ 22 32 42 52 N.A ._N .....L....44 ..........3 .- 55 KA N.A W 23 33 43 53 63 36 26 36 N.A 3/4" I 46 56 66 N.A ½ 36 46 57 68 78 N.A 48 W 40 31 51 60 71 80 N.A ½ 46 1 56 67 77 88 N.A 60 3/4' 47 58 69 80 90 N.A ½ 59 69 79 91 102 112 72 62 73 84 95 106 118 Note: Values for use with 5.75 straight reducers How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equvalent lengths to verify the performance of the system. 10.85 5839 Rev U Updated 08/2014 02014 Victaulic Company. All rights reserved. victaulic.com 4 \Jtauiic victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Various brackets specific to hose Series AH1 Hose Series AH2 Hose Series AH4 Hose For use with Style AB1, AB2, For use with Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9 AB4, AB7, AB7 Adj., AB8, AB9 For use with Style AB1, AB7, AB8, and AB10 VicFlex Brackets and AB10 VicFlex Brackets and AB9 VicFlex Brackets Maximum Maximum Maximum Length of Stainless Equivalent Number of Equivalent Number Equivalent Number Steel Length of 0 Bends at 90 Length of of 900 Bends at 1 Length of of 900 Bends at Flexible Sprinkler Outlet 1"I33.7mm 7/178mm Bend 1/33.7mm 7'7178mm 1733.7mm 7'/178mm Hose* K-Factor Size Sch. 40 Pipe Radius Sch. 40 Pipe Bend Radius Sch. 40 Pipe Bend Radius inches mperial/S.l. inches/type feet/meters feet/meters feet/meters 1/2"/Straight..:8/L6A 23 20. 31 56/8 1 2 .... 2 2 ½'/90 Elbow 53.8/16.4 23/7.0 21.7/6.6 W/Stra 63.7/19.4 27.8/8.5 29.7/9.0 36 5.6/8.1 2 2 2 1/2"/90* Elbow 63.1/19.2 27.7/8.4 29.8/9.0 4traiht 87.9/26.8 38.2/11.6__J 27.5/8.3 48 5.6/8.1 ..../90 37.4/11.4 29.2/8.9 Elbow 85.8/26.1 1/2"/Straight 112.2/34.1 42.4/12.9 35.7/1 0.9 60 56/81 43/13.1 _______ 37.2/11.3 . ../90 Elbow 108.4/33.0 /Stra.9ht - ....46.6/14.2 L19............ 72 56/81 ½/90° Elbow 131.1/39.9 4 - 48.5/14.7 47.5/14.5 j7aig 44.4/13.5 20.7/6.3 31 8.0/ 11 5 2 20.5/6.2 2 14.6/4.4 2 /.,/90° Elbow 47.6/14.5 55.6/16.9 21.7/6.6 36 8.0/11.5 2 24.6/7.5 2 22.4/6.8 2 /90 Elbow 57.5/17.5 JStrait 82.8/25.2 35.5/10.8 21.2/6.4 48 80/115 . 34.7/10.6 22.2/6.7 . /4/90 Elbow 81.7/24.9 ~aig 110.1/33.5 39.6/12.1 27.9/8.5 60 8.0/11.5 . 40.1/12.2 28.9/8.8 /4/90 Elbow 105.9/32.2 iS!_ 137.3 43.5/13.2 38.8/11.8 72 8.0/11.5 130.2/39.7 45.2/13.7 39.4/12.0 3/4"/90° Elbow ~ °/Stra 0° ght 45.5/13.8 --7---I 16.4/5.0 2 31 11.2/16.1 2 18/5.5 2 19.9/6.1 4°/9 El bow 47.1/1 4.3 Straig 66.3/20.2 22.2/6.7 21.7/6.6 36 11.2/16.1 2 22.1/6.7 2 . 24.2/7.4 2 /90° Elbow 57.5/17.5 3/4"/Straight 82.7/25.2 32.9/10.0 /8.7 48 11 2/161 32.1/9.8 29.9/9.1 3 /4/90 Elbow 82.8/25.2 W /Straight 109.1/33.2 36.8/11.2 34.7/10.5 60 4 37.1/11.3 4 -, 30.3/9.2 4 11.2/16.1 - 3/4"/90 Elbow 108.1 /32.9 _f9.!1L 135.5/41.3 384 4 .6/11.6 72 112/161 41.9/12.7 -- 38.6/11.7 3/4"/90° Elbow 133.4/40.6 3/4"/Strai 44.3/13.5 14.9/4.5 16.3/5.0 31 140/202 2 15.5/4.72 2 19.9/6.1 2 /90° Elbow 46.4/14.1 ~"/Straight 55.5/16.9 *19.4/5.9 21.8/6.7 36 14.0/20.2 2 19.6/5.9 2 - 24.2/7.4 2 .../90° Elbow 56.7/17.3 83.0/25.3. 30.3/9.2 28.3/8.6 48 140/202 29.5/8.9 29.9/9.1 /90 Elbow 82.1/25.0 ~7Strai9ht 110.4/33.6 33.9/10.3 34.9/10.6 60 ........ 1 0/202 3/4"/90 Elbow 107.5/32.7 34.1/10.4 - - 30.3/9.2 1/4°/Straight 137.9/42.0 37.5/11.4 1 41.5/12.6 72 14.0/20.2 38.6/11.7 [ T8.6/11.7 ~"/90 Elbow - 132.8/40.4 FM Notes: Series AHI, AH2 and AH4 have been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE A 48-inch hose installed with two 300 bends and two 90° bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev U Updated 08/2014 0 2014 Victaulic company. All rights reserved. victauiic.com 5 \j4tauIic victauccom I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 FRICTION LOSS DATA: VdS -Series AH1, AH2 and AH4 Braided Hose -Style AB1, AB2, AB4, AB7, AB7 Adj., A138, AB9, and AB10 Brackets Series AH1 Hose Series AH2 Hose Series AH4 Hose Equivalent Length of Equivalent Length of 1 Equivalent Length of steel pipe according to steel pipe according to steel pipe according to EN 10255 ON 20 EN 10255 DN 25 EN 10255 DN 25 Maximum Number (26,9 x 2,65) and (33,7 x 3,25) and (33,7 x 3,25) and of 90 Bends at Length of Stainless Outlet relating to a flow relating to a flow i relating to a flow 3/76.2mm Bend Steel Flexible Hose Size 1 velocity of 5 m/s velocity of 5 m/s velocity of 5 m/s Radius mm/inches mm/inches type meters/feet meters/feet meters/feet 5MM 1/2 j_1L!ai 790/31 4.0/12.9 20mm/3%_/Straight 5.5/18.0 5.5/18.0 3 915/36 4.6/15.0 6.4/21.0 6.4/21.0 3 ..Omm/~/Strai9ht 1220/48 ._i.L ,L.tr3tt_ 6.1/20.0 _3%/Strai ht ____ 8.5/27.9 8.5/27.9 3 1525/60 15mm/h /Straig 7.6/25.0 10.7/35.1 10.7/35.1 4 20mm/'A"/ Straight 1830/72 j 5mrnj Straight 20mm/3/4 /Straight ................ 9.2/30.0 12.8/42.0 ............ ________ 12.8/42.0 4 VdS Ceiling Manufacturers List AB1, AB2, AB7, A810 AMF Armstrong Chicago Metallic Dipling Durlum Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn AB3 A134/9 AB8 No specific approval No specific approval 1. Hilti Knauf Lafarge Lindner Rigips 10.85 5839 Rev u updated 08/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 \JtauIic Series AH2 Braided Hose Series AH4 Braided Hose Item Description 1 2 Flexible Hose Isolation Ring (series AH2 only__ 3 Gasket 4 Nut 5 Branch Line Nipple 6 Braid 7 Collar/Weld Fitting Sleeve (AH2 victauliccom I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Product Details - Series AM Braided Hose MI ii WIN Hose Length Dimensions Hose Length A B 31 36 25.25 31.25 31 36 48 42.25 48 60 54.25 60 72 66.25 72 Standard Mul 5.75/140 mm straight reducer Optional L4EIIIfl1 9.0/229 mm straight reducer 13.0/330 mm straight reducer 2.62/ 66.5 mm 483V 1227mm L - Short 90° elbow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. 10.85 5839 Rev U Updated 08/2014 0 2014 Victaulic company. All rights reserved. viccom 7 \Ac—tau—iicf victauUccom I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB1 Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description 1 24/610mm 0r48/1219mm Square Bar* 2 Patented 1-Bee1 Center Bracket 3 End Bracket Both sizes FM/VdS approved, cULus listed Style AB2 Hard-Lid Ceilings Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patent-Pendinjustable Center bracket 3 End Bracket Both sizes FM/VdS approved. Note: 1i2 or 4mm hex key required for adjustment Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item j Description 1 24/610mm or 48/1219mm Square Bar* 2 Patent-Pending adjustable Center bracket 3 End Bracket for Hat Furrina Channel *80th sizes FM/VdS approved. Note: or 4mm hex key required for adjustment 10.85 5839 Rev u Updated 08/2014 Q 2014 Victaulic Company. All rights reserved. victauliccom 8 /_tC__t:aU_1ie victauliccorn I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB7 Suspended Ceilings Hard-Lid Ceilings Item 1 Description 1 24/610mm or 48/1219mm Square Bar 2 Patented 1 -Bee" Center Bracket 3 End Bracket Both sizes FM/VdS approved. Style AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description 1J___ 7OOrnrnor14O0mmSquareBar 2 Patented 1 -Bee" Center Bracket 3 End Bracket (adjustable) *80th sizes FM and VDS approved. Style AB8 Hard-Lid Ceilings Item Description 2 Patented 1 -Bee 2 Center Bracket 3 End Bracket (adustable) Both sizes FM/VdS approved. Style AB9 Hard-Lid ceilings with Hat furring channel grid system Item Description 1 1 24"/61Ommor48"/1219mm Square Bar* 2 i. Patented 1-Bee 2 Center Bracket 3 End Bracket for Hat Furring Channel *Both sizes FM/VdS approved. Style AB1O Suspended ceilings Armstrong® TechZone Item i Description 1 6/152mme Bar* 2 Patented 1-Bee2 Center Bracket 3 End Bracket FM/VdS approved, cULus listed. 10.85 5839 Rev U Updated 08/2014 0 2014 Victaulic company. All rights reserved. victaulic.com 9 \4taulicr victau!ic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Braided Hose Assembly Suspended Ceiling Grid with Recessed Sprinkler - Clearances above ceiling tile at various center-line bend radii Hose Clearance Chart Dimension Inches/mm Minimum Bend 2/50 3/80 4/100 1 5/125 6/150 7/175 See Char, Minimum "A" 10.75/273 11.75/298.5i 12.75/324 13.75/349 14.75/375 15.75/400 1.7743 mm Typical ceiling 4.4.' 113 mm 24/610 rrrrn ar48/1219nrrr1—.-.----e. on Center '.12707 14I19 MM MAX. RECESS V2707 3%/19mm Max. Recess Suspended Ceiling Grid with 90°Elbow (Long) Hose Clearance Chart Inches/ See Chart Dimension mm 8 A L Mm. 200 Note: Style AB1 and Series AH2 figures shown. Typical 17/43 min ceiling grid Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance See note differences from the figures above. ABI 4.47 113 err,, '//16 mm —Typical ceiling tile -- ceiling face 24'/610 mm or 4871219 mm,, on Center V2707 3/4'/l9mm Max. Recess 10.85 5839 Rev U Updated 08/2014 © 2014 victaulic Company. All rights reserved. viCtaulic.Com 10 \%tauhc I V3802 W/12.7mm Max. Recess victauiccom I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Series AQB Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Hose Clearance Chart Dimension Inches/mm Minimum Bend Radius "R" 1 2/50 3/80 4/100 5/125 6/150 7/175 Minimum A 10.3/262 11.3/287 123/313 13.3/338 i 143/3635 153/389 "N See Chart See Chart Note V2708 ½"/12.7mm Max. Recess Suspended Ceiling Grid with 90°Elbow (Short) Hose Clearance Chart] Inches/ Dimension mm o........ Note: Style AB9 and Series AH2 figures shown. Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev U updated 08/2014 02014 Victaulic company. All rights reserved. 11 \4taulic TWO BENDS fi OR Minimum Minimum um bend radius bend radius Minimum bend radius ONE BEND Minimum I bend radius L °L 11L 25 Minimum - Minimum bend radius bend radius OR Minimum bend radius victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Flexible Hose In-Plane Bend Characteristics 31 Minimum • bend radius Note: For out-of-plane (three-dimensional) bends care must be taken to avoid imparting torsional stress on the hose Model Number Correlation VicFlex AquaFlexO Designation Designation Series AH4 Outlet Series AQB 1 Series AFB Hose Size Hose Hose Assembly inches Assembly Assembly AH4-31 ½ ~ AQB31HLD AFB31HLD AQB31TLD I AFB31TLD AH4-36 ½ 3/4 A-11-QB36HLD AQB36TLD AFB36HLD I AFB36TLD AH4-48 ½ 3/4 AQB48HLD 11 AFB48HLD AQB48TLD AFB48TLD AH4 -60 ½ 3/4 AQB60HLD -AFB6OHLD AQB60TLD AFB60TLD Al-14-72 ½ ~ AQB72HLD AFB72HLD AQB72TLD AFB72TLD WARNING It is the responsibility of the system designer to verify suitability of Type 304/304L stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on Type 304/304L stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Installation Note Reference should always be made to the I-too Vc::rutic Field lnsiallatori l-le.crdbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed in accordance with current Victaulic installatioslassembly instructions. products for complete installation and assembly data, and are available in POE format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaulic.com, equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic and VicFleo are registered trademarks of Victaulic Company. 10.85 5839 Rev U Updated 08/2014 lOs 2014 Victaulic Company. All rights reserved. ctauhcorn 12 X Ant _au Schedule-1O®/Schedule-40 0 Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule- 1O/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1'(4"_ 8") pipe and Sch-40 (1"- 214') pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule-10/Schedule-40 product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Meets "Buy American" requirement ( and is available through distributors in the USA, Canada and Mexico. NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WI/Lift (21) WI/Lift (24) WI/Lift In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; _Tr04 1.680 2.05 70 2,470 2,822 1W 1.380 2.270 2.93 51 2,431 2,778 2,894 4.30 4.36 5 1,103 1,260 1,313 T1/_2`__ 1.610 2.720 3.61 44 2,513 2,872 2,992 4.0 5.37 44 1.140 !,3O31 3.650 5.13 30 2,300 2,628 2,738 21/2' 65 2.469 62.7 5790 8.6 7.86 11.73 19 19 2,310 1,048 2,640 1,197 2,750 1,247 NPS Nominal I.D. WI. Wt. (H20 Filled) Pcs/ WtjLitt (21) WI/Lift (24) Wt/l.ift (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 114" 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 11/2" 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2' 2.157 2.640 4.22 37 2,051 2,344 2,442 50 L4 39 6.28 37 930 _Jfl3._1JQ8 2½' 2.635 3.530 5.89 30 2,224 2,542 2,648 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 Schedule- 10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test tL,Ct3 Qr allied a vital part of your world TUBE & CONDUIT @ <~> 9 Listed Approved Listed 16100 S. Lathrop• Harvey, IL 60426 Customer Service: 11350 Norcom Rd. Philadelphia, PA 19154 (800) 882-5543 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5 -3 tqca: I F-ire & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description I See Fire Protection [IJBJ L'dsi Submittal Sheet for Pressure Rating and ® o Bq Listing/Approval Information The grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. WARNING The Fittings 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, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Material: Cast: Figures: 201,2110,219,250,260, 501,510, 519, 51 ODE, 501S, 510S and 519S - Ductile iron conforming to ASTM A-536, Grade 65-45-12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321, 327, 341 and 350- Carbon Steel, (Sizes 11/4' - 6' are Schedule 40); (Sizes 8"- 12" are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 .J7r IiL. d When placing an order, indicate the full product name. Please specifythe quantity, figure number, wall thickness, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards ofthe National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractoror product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited OJET4 71illi Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment byTyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any other Authorities Having Jurisdiction. Materials found byTyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not beresponsibleforspdnklersystem design errors orinaccu rate or incomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIRE PRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. DIE FOREGOING WARRANTY IS MADE IN UEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PAR11CULAR PURPOSE. Page 1 of 6 September 2004 TFPI8I0 Figure 201 Figure 210 Figure 219 Figure 2601: 450 Elbow 90 Elbow Tee End Cap C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg. mm Kg. mm Kg. mm Kg. 11 /4 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 44.5 0.4 1 69.9 0.5 1 69.9 0.6 22.4 0.2 1 1 /2 1.75 1.1 2.75 1.2 2.75 1.8 0.88 0.6 44.5 0.5 69.9 0.5 69.9 1 0.8 22.4 0.3 2 00 1.8 3.25 2.0 3.25 2.7 0.88 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2 /2 2.25 2.2 3.75 3.0 3.75 5.8 0.9 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 76.1mm 2.25 2.2 3.75 3.0 3.75 5.8 094 1.1 57.2 1 1.0 95.3 1 1.4 95.3 2.6 23.9 0.5 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63.5 1.6 108.0 2.0 1 108.0 3.2 22.4 0.5 108.0mm 2.88 5.5 4.75 8.5 4.75 11.5 73.0 2.5 120.7 3.9 120.7 5.2 - - 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 1 127.0 3.9 127.0 5.4 25.4 1.2 133.0mm 3.25 7.7 5.25 11.3 5.25 10.6 82.6 3.5 133.4 5.1 133.4 4.8 - - 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 139.7 5.1 1 139.7 6.9 23.4 2.1 3.25 8.5 5.50 13.5 5.50 17.0 1.00 5.0 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 159.0 mm 3.50 12.0 6.00 14.6 6.00 13.9 88.9 5.4 152.4 6.6 152.4 6.3 - - 165.1 mm 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 1 8.4 165.1 11.8 25.4 3.4 6° 3.50 12.0 T5 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 216.3mm 4.25 23.0 7.75 36.5 7.75 45.0 108.0 10.4 196.9 16.6 196.9 20.4 - ° 8 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 108.0 10.4 196.9 16.6 1 196.9 20.4 30.2 1 5.8 10 4.75 31.0 9.00 60.0 9.00 72.1 20.0 120.7 14.1 1 228.6 27.2 228.6 32.7 31.8 9.1 12 5.25 40.0 10.00 67.0 10.00 92.5 1.25 36.0 133.4 18.1 254.0 30.4 254.0 42.0 31.8 16.3 - Available with tapped plugs, contact Tyco Fire & Building Products. -CtoE QC t1E Figure 201 Figure 219 Friction Resistance* (Expressed as Equivalent Straight Pipe) Elbow Tee 90° 45° Branch Run Size Feet Feet Feet Feet Inches mm Meters Meters Meters Meters 11/4 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 11/2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 4.1 2.1 10.3 4.1 76.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 6.5 3.3 16.3 6.5 108.0mm 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 1 2.0 1.0 5.0 2.0 8.0 4.0 20.0 8.0 133.0mm 2.4 1.2 1 6.1 2.4 8.0 4.1 20.0 8.0 139.7mm 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 9.5 4.8 23.8 9.5 159.0mm 2.9 1.4 7.2 2.9 9.5 4.8 23.8 9.5 165.1mm 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 216.3mm 13.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219,1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 Figure 210 EtoE1 . cn - Figure 260 Page 2 of 6 TFP181O L iZ'iN4Limi For reducing tees and branches, use the value that is corrosponding to the branch size. Example: for 8° x 8° x 2° tee, the branch value 2 is 8.0 feet. ° Friction resistance for all elbows and teas except Figures 510S and 519S. Figure 501S Friction Resistance 501S, 510S & 519S (Expressed as Equivalent Straight Pipe) Elbow Tee 90° 45° Branch Run Size Feet Feet Feet Feet Inches MM Meters Meters Meters Meters 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 761 ,,mn 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 8.0 4.1 20.0 8.5 1397 °'°' 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 1165.1 mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8.g 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 1 10.0 4.0 Page 3 of 6 TFP 1810 LII 1'1Ni L'.1 Iti 4.1 Eel 'l C to CE -CtoE--1 C to E Figure 519 Figure 501 Figure 510 Figure 51 ODE Figure 501 Figure 510 Figure 519 Figure 510DE 450 Elbow 90° Elbow Tee 90° Drain Elbow C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. Size mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1 '4 1.75 0.9 2.75 1.0 2.75 1.4 44.5 0.4 1 69.9 0.5 69.9 0.6 1 - - - 1 /2 1.75 1.1 2.75 1.2 2.75 1.8 44.5 0.5 69.9 0.5 69.9 0.8 - - - - 2.00 1.8 3.25 2.0 3.25 2.7 2 50.8 0.8 82.6 0.9 82.6 1.2 - - - 2 /2 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 57.2 1.0 95.3 1.4 95.3 1 2.6 95.3 50.8 69.9 1.2 75 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1 1.7 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 6 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 8" 4.25 23.0 7.75 ::36.5 7.75 45.0 7.75 4.95 2.75 26.3 10&0 10.4 196.9 6 196.9 20.4 196.9 125.7 69.9 11.9 LId LI I I1S IN1 ['} 111.14 I}1 ------------ CtoE ct Figure 510S° Figure 519S° Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Size min Kg. mm Kg. mm Kg. 2.00 1.8 2.75. 1.5 2.75 2.1 2" 50.8 0.8 69.9 0.7 1 69.9 1.0 21/2° 2.25 2.2 3.00 2.2 1 3.00 3.0 57.2 1.0 76.2 1.0 76.2 1.4 76.1 2.25 2.2 3.00 2.3 3.00 3.1 57.2 1.0 76.2 1.0 76.2 1.4 2.50 3.5 3.38 3.0 3.38 4.1 63.5 1.6 85.9 1.3 85.9 1.9 3.00 5.2 4.00 5.6 4.00 7.7 76.2 2.4 101.6 2.6 101.6 3.5 3.25 7.7 4.88 8.6 4.88 12.0 139.7 82.6 3.5 124.0 3.9 124.0 5.4 3.25 8.5 4.88 8.8 4.88 12.0 82.6 3.9 124.0 3.9 124.0 5.4 165.1mm 3.50 12.0 5.50 11.00 5.50 15.0 88.9 5.4 139.7 5.0 139.7 6.8 60 3.50 12.0 5.50 11.2 5.50 15.2 88.9 5.4 139.7 5.1 139.7 6.9 80 4.25 23.0 6.88 23.4 6.88 31.2 108.0 10.4 1 174.8 10.6 174.8 14.2 Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe Interferences at the heft pads which requires repositioning at the coupling orientation. The use of flange adapters is net recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. -EtoE-1 flp- Figure 350 Fabricated Sizes 3" to 6* to E- -M Figure 350 Fabricated Sizes 8" to 12" Page 4 of 6 TFP181ó La .0 IiI-.w4.TDL1 .T•i.Ti'] Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. 2.50 1.0 3.50 4.2 4.00 5.8 *2 x 11/4 63.5 0.5 *1397 x 88.9 1.9 *6 x 101.6 2.6 2.50 1.3 3.50 4.4 5.00 12.2 *2 x f½ 63.5 0.6 *1397 x 4 88.9 2.0 8 x 2 127.0 5.5 *21/2X 2 2.50 1.2 5 xl ½ 3.50 4.6 8 x 2½ 5.00 12.1 63.5 0.5 88.9 2.1 127.0 5.5 2.50 1.5 3.50 4.6 5.00 12.0 *761 x 1½ 63.5 0.7 x 2 88.9 2.1 8 x 127.0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 *76.1 mm X 2 63.5 0.8 5 X 21/ 88.9 2.0 8 X 4 127.0 5.4 1.3 3.50 4.4 5.00 11.3 3X174 2.50 63.5 0.6 5x3 88.9 2.0 8x5 127.0 5.1 2.50 1.3 3.50 4.5 5.00 10.8 3 x 11/2 63.5 0.6 *5 x4 88.9 2.0 8 x 6 127.0 4.9 2.50 1.3 4.00 5.5 6.00 21.9 *3 X 2 63.5 0.6 *1 65.1 mm X 101.6 2.5 10 X 152.4 10.0 3.00 1.5 4.00 6.0 6.00 21.6 *3 x 2½ 76.2 0.7 *165.1mm X 101.6 2.7 lOx 5 152.4 9.8 3.00 2.0 4.00 5.6 6.00 21.1 *3X76.lmm 76.2 0.9 165.1*x139.7* 101.6 2.5 10x6 152.4 9.6 3.00 2.2 4.00 6.0 6.00 19.5 4X1V4 76.2 1.0 *6 x 2 101.6 2.7 10x8 152.4 8.9 3.00 2.3 4.00 6.0 7.00 28.0 4 x 1½ 76.2 1.0 6 x 2½ 101.6 2.7 12 x 177.8 12.7 3.00 2.3 4.00 6.0 7.00 30.0 *4 X 2 76.2 1.0 *6 X 76.1 mm 101.6 2.7 12 X 6 177.8 13.6 3.00 2.3 4.00 6.0 7.00 28.0 *4 x 2½ 76.2 1.0 6 x 101.6 2.7 12 x 8 177.8 1 12.7 3.00 3.2 4.00 5.9 7.00 33.0 *4 x 76.1mm 76.2 1.5 *6 X 101.6 2.7 12 X 10 177.8 15.0 3.00 2.6 4.00 6.3 X 76.2 1.2 * 6 X 139.7mm 101.6 2.9 Note: Sizes marked with an asterisk () are only available in Figure 250 Cast. Sizes without an asterisk are only available in Figure 350 Fabricated. r1f1,111 Figure 250 Cast F11 1j!1Kq'VtM Patented Pipe Nominal Dimensions Net O.D. Takeout Center to End Size Outlet Wt. A B C D Inches NPT* Inches Inches Inches Inches Lbs. Inches mm mm mm mm Kg. 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 3/4 1.25 1.75 1.89 0.77 11/2 1.900 48.3 31.8 44.5 48.0 0.3 1 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 1/2 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 3/4 1.25 1.75 1.89 0.92 2 2.375 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 1/2 1.47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 3/4 1.47 1.97 1.89 1.28 21/2 2.875 73.0 37.3 50.0 48.0 0.6 1 1.37 2.00 2.02 1.50 34.8 50.8 51.3 0.7 150•7 threaded outlets are available upon request. Figures 391, Figure 312 Figure 313 392 and 393 2272° Elbow 111/40 Elbow Adapter Nipples E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg. mm Kg. mm Kg. 11/4' 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 1 44.5 0.2 35.1 0.2 4.00 0.9 1.75 0.5 1.38 0.5 11/20 101.6 0.4 44.5 0.2 35.1 0.2 4.00 1.2 1.88 0.6 1.38 0.6 2" 101.6 0.5 47.8 0.3 35.1 0.3 4.00 1.9 2.00 0.7 1.50 1.1 21/2 101.6 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 6.00 5.5 2.63 2.4 1.75 2.2 152.4 2.5 66.8 1.1 44.5 1.0 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3.4 73.2 1.9 50.8 1.5 6" 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 8' 6.00 14.2 3.88 11.1 2.00 8.7 152.4 6.4 98.6 5.0 50.8 3.9 10" 8.00 27.0 4.38 14.0 2.13 9.1 203.2 12.2 - 11.3 6.4 54.1 4.1 8.00 33.0 4.88 22.0 2.25 16.7 12" 203.2 15.0 124.0 10.0 57.2 7.6 E to E Figure 391 Figure 392 E to E Figure 393 ni Figure 312 Figure 313 Figure 327 If EtoE Figure 341 Page 5 of 6 TFP 1810 Figure 327 Figure 341 Cross 150 lbs. Flange Adapter C to E Appx. Wt. E to E Appx. Wt. Nominal nches Lbs. Inches Lbs. Size mm kg. mm kg. 11/4 2.75 2.0 4.00 2.8 69.6 0.9 1 101.6 1.3 11/2' 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 2" 3.25 2.7 4.0 5.2 82.6 1.2 101.6 2.4 21/2 3.75 5.0 4.00 8.0 95.3 2.3 101.6 3.6 4.25 7.1 4.00 10.2 108.0 3.2 1 101.6 4.6 5.00 11.9 6.00 17.2 127.0 5.4 152.4 7.8 5.50 17.1 6.00 21.4 139.7 7.8 152.4 9.7 6.50 27.5 6.00 26.0 6" 165.1 12.5 152.4 11.8 7.75 47.0 6.00 38.4 8' 196.9 21.3 152.4 17.4 9.00 68.0 8.00 65.0 10" 228.6 30.8 203.2 1 29.5 12" 10.00 107.0 8.00 1 91.0 254.0 48.5 263.2 41.3 Page 6 of 6 TFP181d Figure 321 H- ctoE -i oE Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. 1½ x 11/2 x 17 3.25 2.0 6 x 6 x 4 6.50 26.6 82.6 0.9 165.1 12.1 2 x 2 x 11/2 3.25 2.7 6x6x5 6.50 27.0 82.6 1.2 165.1 12.2 2V2 x 21/2 3.75 4.2 8x8x2 7.75 36.2 95.3 1.9 196.9 16.4 21/2 x 21/2 x 11/2 3.75 4.2 8x8x3 7.75 36.5 95.3 1.9 196.9 16.6 21/2 x 21/2 x 2 8x8x4 7.75 36.6 95.3 2.0 196.9 16.6 3 x 3 x 11/2 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 196.9 16.7 3x3x2 4.25 5.5 8x8x6 7.75 37.0 108.0 2.5 196.9 16.8 3 x 3 x 21/2 4.25 5.8 lOx 10x2 9.00 57.1 108.0 2.6 228.6 25.9 4 x 4 x 17 5.00 9.8 lOx 10 x3 9.00 57.4 127.0 4.4 228.6 26.0 4x4x11/2 5.00 9.9 10x 10x4 9.00 57.6 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 10x10x5 9.00 57.8 127.0 4.6 1 228.6 26.2 4x4x21/2 5.00 10.3 10x 10x6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x 10x8 9.00 58.4 127.0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6.6 254.0 36.4 5 x 5 x 21/2 5.50 14.8 12 x 12 x 4 10.00 80.5 139.7 6.7 254.0 1 36.5 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12x12x6 10.00 80.9 139.7 7.2 254.0 36.7 6 x 6 x 2 6.50 26.5 12x12x8 10.00 91.4 165.1 11.9 254.0 41.5 6x6x2½ 6.50 26.5 12x12x10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (11-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqC0 /Fire & Building / )Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Pipe Fittings NPT Threaded, Ductile Iron General Description The Tyco® Series 800 Threaded Pipe Fittings and California Tees & Elbows are manufactured from ductile iron. They are stronger and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties and by adding mag- nesium while the iron is being poured into the final cast shape. Although lighter than standard cast iron, the fit- tings have an added advantage of be- ing less susceptible to cracking due to their added strength. The Series 800, California, and Figure 719 Threaded Pipe Fittings are a re- designation for the Central Series 800, California, and Figure 719 Threaded Pipe Fittings. WARNINGS The Threaded Pipe Fittings described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals: UL Listed and FM Approved Maximum Working Pressure: Series 800 and California Fittings: 250 psi (17,2 bar) Figure 719 Plug: 250 psi (17,2 bar) Material: Series 800 and California Fittings Ductile Iron Figure 719 Plug: Cast Iron Pipe Thread: NPT per ANSI B1.20.1 Installation Apply Teflont tape or high quality pipe J oint compound on male pipe threads and tighten two to three turns beyond hand tight. NOTE Installers who have not used ductile iron threaded fittings should be in- structed that the fittings are stron- ger than the pipe and overtightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fit- tings. Apply Teflon tape or high qual- ity pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If an auto- matic make-on machine is being used, please exercise caution in setting the machine to the proper parameters pri- or to tightening fittings onto the male pipe threads. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. t registered trademark of E. I. du Pont de Nemours and Company or its affiliates. Page 1 of 110 JANUARY, 2008 TFPI7I0 Page 2oflO TFPI7I0 FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW TABLE 1 NOMINAL DIMENSIONS FIGURES 811 & 813 Figure 811 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.24 86206 0.88 0.38 (14,2) (0,11) (22,4) (9,7) 0.75 0.40 86205 1.00 0.44 (19,0) (0,18) (25,4) (11,2) 0.81 0.64 86200 1.13 0.81 (20,6) (0,29) (28,7) (20,6) 1.06 0.95 86201 1.31 0.63 (26,9) (0,43) (33,3) (16,0) 1.19 1.24 86202 1.44 0.69 (30,2) (0,56) (36,6) (17,5) 1.50 1.74 86203 1.68 0.94 (38,1) (0,79) (42,7) (23,9) 1.56 3.28 86204 1.94 1.00 (39,6) (1,49) (49,3) (25,4) Nominal Pipe Figure 813 Size ANSI A Approx. Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.22 86780 DN15 (28,7) (0,09) 3/4 1.31 0.33 86781 DN20 (33,3) (0,15) 1 1.50 0.48 86280 DN25 (381) (0,21) 1-1/4 1.75 0.73 86281 DN32 (44,5) (0133) 1-1/2 1.94 0.93 86282 DN40 (49,3) (0,42) 2 2.25 1.55 86283 DN50 (57,1) (0,70) 2-1/2 2.69 2.70 86782 DN65 (68,3) (1,22) Page 3 of 10 TFPI71O B-1 FIGURE 812 900 REDUCING ELBOW Nominal Pipe Figure 812 Size ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Lbs. Part DN (mm) (mm) (mm) (mm) Number (kg) 3/4 x 1/2 1.19 1.19 0.63 0.63 0.33 86342 DN20x15 (30,2) (30,2) (16,0) (16,0) (0,15) 1 x 1/2 1.25 1.38 0.56 0.81 0.44 86210 DN25 x 15 (31,8) (35,1) (14,2) (206) (0,20) 1 x314 1.38 1.44 0.69 0.88 0.53 86211 DN25x20 (35,1) (36,6) (17,5) (22,4) (0,24) 1-1/4 x 1/2 1.31 1.50 0.63 0.94 0.64 86212 DN32 x 15 (33,3) (38,1) (16,0) (23,9) (0,29) 1-1/4x3/4 1.44 1.63 0.75 1.06 0.75 86213 DN32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4x1 1.56 1.68 0.88 1.00 0.77 86214 DN32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2x3/4 1.50 1.75 0.75 1.19 0.95 86221 DN40x20 (38,1) (44,4) (19,0) (30,2) (0,43) 1-1/2 x 1 1.63 1.81 0.88 1.13 0.99 86215 DN40x25 (41,4) (46,0) (22,4) (28,7) (0,45) 1-1/2 x 1-1/4 1.81 1.88 1.13 1.19 1.14 86216 DN40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52) 2x3/4 1.63 1.94 0.88 1.38 1.39 86217 DN50x20 (41,4) (49,3) (22,4) (35,1) (0,63) 2 x 1.75 2.06 2.00 1.31 1.58 86218 DN50 x 25 (44,4) (52,3) (50,8) (33,3) (0,72) 2 x 1-1/2 2.00 2.19 1.25 1.44 1.67 86220 DNSO x 40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2x2 2.38 2.63 1.25 1.88 3.01 86262 DN65x50 (60,5) (66,8) (31,8) (47,8) (1,36) TABLE 2 NOMINAL DIMENSIONS FIGURE 812 TFP171ó Page 4 of 10 FIGURE 817 CROSS Nominal Pipe Size Figure 817 A B C D Approx. ANSI Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs. Number (kg) 1 1.50 - 1.50 0.81 0.81 0.97 86284 DN25 (38,1) (38,1) (20,6) (20,6) (0,44) 1-1/4 1.75 1.75 1.06 1.06 1.59 86285 DN32 (44,4) (44,4) (26,9) (27,0) (0,72) 1-1/2 1.94 1.94 1.19 1.19 1.89 86286 DN4O (49,3) (49,3) (30,2) (30,2) (0,86) 2 2.25 2.25 1.50 1.50 2.93 86287 DN50 (57,1) (57,1) (38,1) (38,1) (1,33) 1-1/4 x 1-1/4 x x 1.69 1.56 1.00 0.88 1.25 86289 DN32 x 32 x 25 x 25 (42,9) (39,6) (25,4) (22,4) (0,56) 1-1/2 x 1-1/2 x x 1.81 1.63 1.06 1.94 1.48 86322 DN40 x 40 x 25 x 25 (46,0) (41,4) (26,9) (49,3) (0,71) 2 x 2 x x 1 2.00 1.75 1.25 1.06 2.64 86291 DNSO x 50 x 25 x 25 (50,8) (44,4) (31,8) (26,9) (1,20) TABLE 3 NOMINAL DIMENSIONS FIGURE 817 TFPI7IO Page 5 of 10 LI BA FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING Nominal Pipe Figure 814 Figure 818 Size A B Approx. A B Approx. ANSI Inches Inches Inches Weight Part Inches Inches Weight Part ON (mm) (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) 1/2 1.13 0.56 0.33 86340 1.38 0.31 0.18 72779 DN15 (28,7) (14,2) (0,15) (35,1) (7,9) (0,08) 3/4 1.31 0.75 0.50 86341 1.63 0.56 0.26 72778 DN2O (33,3) (19,0) (0,23) (41,4) (14,0) (0,11) 1 1.50 0.81 0.85 86230 1.75 0.38 0.44 72755 DN25 (38,1) (20,6) (0,38) (44,4) (9,7) (0,20) 1-1/4 1.75 1.06 1.30 86231 2.00 0.56 0.54 72754 DN32 (44,4) (26,9) (0,59) (50,8) (14,0) (0,24) 1-1/2 1.94 1.19 1.63 86232 2.19 0.75 0.71 72753 DN40 (49,3) (30,2) (0,74) (55,6) (19,0) (0,32) 2 2.25 1.50 2.63 86233 2.63 1.13 1.15 72752 DN50 (57,1) (38,1) (1,19) (66,8) (28,7) (0152) 2-1/2 2.69 1.56 4.55 86234 3.00 0.75 2.29 72758 DN65 (68,3) (39,6) (2,06) (76,2) (19,0) (1,04) TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 TFPI7IO Page 6 of 10 FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D E F Approx. ANSI Inches Weight Part DN Inches Inches Inches Inches Inches Inches (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 3/4 x 3/4 x 1/2 1.19 1.19 1.25 0.63 0.63 0.69 0.46 DN20x20x15 (30,2) (30,2) 1 (31,8) (16,0) (16,0) 1 (17,5) (0,21) 86235 1 3/4 x 3/4 x 1 1.44 1.44 1.38 0.88 0.88 0.69 0.68 DN20 x 20 x 25 (36,6) (36.6) (35,1) (22,4) (22,4) (17,5) (0,31) 86755 1 x 1/2 x 1 1.50 1.38 1.50 0.81 0.81 0.81 0.70 DN25 x 15 x 25 (38,1) (35,1) (38,1) (20,6) (20,6) (20,6) (0,32) 86236 1 x 3/4 x 1/2 1.25 1.19 1.38 0.56 0.63 0.81 0.63 DN25x20x15 (31,8) (302) (35,1) (14,2) (16,0) (20,6) (0,28) 86756 1 x 3/4 x 3/4 1.38 1.31 1.44 0.69 0.75 0.88 0.68 DN25x20x20 (35,1) (33,3) (36,6) (17,5) (19,0) (22,4) (0,31) 86757 1 x 3/4 xl 1.50 1.44 1.50 0.81 0.88 0.81 0.77 DN25 x 20 x 25 (38,1) (36,6) (38,1) (20,6) (22,4) (20,6) (0,35) 86237 1 x 1 x1/2 1.25 1.25 1.38 0.56 0.56 0.81 0.66 DN25 x 25 x 15 (31,8) (31,8) (35,1) (14,3) (14,3) (20,6) (0,30) 86238 1 x x3/4 1.38 1.38 1.44 0.69 0.69 0.88 0.73 DN25x25x20 (35,1) (35.1) (36,6) (17.5) (17,5) (22,4) (0,33) 86239 1 x x 1-1/4 1.69 1.69 1.56 1.00 1.00 0.88 0.97 DN25 x 25 x 32 (42,9) (42,9) (39.6) (25,4) (25,4) (22,4) (0,44) 86240 1 x x 1-1/2 1.81 1.81 1.63 1.13 1.13 0.88 1.14 0N25 x 25 x 40 (46,0) (46,0) (41,4) (28,6) (28,6) (22,4) (0,52) 86241 1-1/4 x 1 x 1/2 1.94 1.25 1.56 0.63 0.56 1.00 0.81 DN32x25x15 (49,2) (31,8) (39,6) (15,9) (14,3) (25,4) (0,37) 86242 1-1/4 x 1 x 3/4 1.44 1.38 1.62 0.75 0.69 1.06 0.90 DN32x25x20 (36,6) (35.1) (41,2) (19,0) (17,5) (27,0) (0,41) 86243 l-1/4x1 xi 1.56 1.50 1.69 0.88 0.81 1.00 1.03 DN32x25x25 (39,6) (38,1) (42,9) (22,4) (20,6) (25,4) (0,47) 86244 1-1/4 x x 1-1/4 1.75 1.69 1.75 1.06 1.00 1.06 1.10 DN32 x 25 x 32 (44,4) 1 (42,9) (44,4) (27,0) (25,4) (27,0) (0,50) 86245 1-1/4 x 1 x 1-1/2 1.88 1.81 1.81 1.19 1.13 1.06 1.43 DN32 x 25 x 40 (47,6) (46,0) (46,0) (30,1) (28,6) (27,0) (0,65) 86246 1-1/4x1-1/4x1/2 1.38 1.38 1.56 0.69 0.69 1.00 0.87 DN32 x 32 x 15 (35,1) (35,1) (39,6) (17.5) - (17,5) (25,4) (0,39) 86247 1-1/4 x 1-1/4 x 3/4 1.44 1.44 1.63 0.75 0.75 1.06 0.96 DN32x32x20 (36,6) (36,6) (41,4) (19,0) (19,0) (270) (0,43) 86248 1-1/4 x 1-1/4 x 1.56 1.56 1.69 0.88 0.88 1.00 1.10 DN32x32x25 (39,6) (39,6) (42.9) (22,4) (22,4) (25,4) (0,50) 86249 1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.81 1.81 1.81 1.06 1.50 DN32x 32x 40 (47,6) (47,6) (46,0) (46.0) (46,0) (27,0) (0,68) 86250 1-1/4 x 1-1/4 x 2 2.13 2.13 2.00 1.44 1.44 1.13 2.00 DN32x 32x 50 (54,1) (54,1) (50,8) (36,6) (36,6) (28,6) (0.91) 86251 1-1/2 x 1 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 0.97 DN40 x25x15 (36,6) (33,3) (42,9) (17,5) (15,9) (28,6) (0,44) 86252 1-1/2 x 1 x 3/4 1.50 1.38 1.75 0.75 0.69 1.19 1.14 DN40x25x20 (38,1) (35,1) 1 (44,4) (19.0) (17,5) (30.2) (0,52) 86253 1-1/2 xi x 1 1.63 1.50 1.81 0.88 0.81 1.13 1.14 DN40x25x25 (41,4) (38,1) (46,0) (22,4) (20,6) (28,7) (0,52) 86254 1-1/2 x x 1-1/2 1.94 1.81 1.94 1.19 1.13 1.19 1.52 DN40x25x40 (49,3) (46,0) (49,2) (30.2) (28,6) 1 (30,2) (0,69) 86255 TABLE 5(1 0F2) NOMINAL DIMENSIONS FIGURE 815 Page 7 of 10 TFPI710 S-CT A FIGURE 815 REDUCING TEE TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 Nominal Pipe Size Figure 815 Approx. A B C D E F ANSI Inches Weight Part Inches Inches Inches Inches Inches Inches DN (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number (kg) 1-1/2 x 1-1/4 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 1.03 86257 DN40 x•32 x 15 (36.6) (33,3) (42,9) (17,5) (16,0) (28,7) (0147) 1-1/2 x 1-1/4 x 3/4 1.50 1.44 1.75 0.75 0.75 1.19 1.10 86258 DN40x32x20 (38,1) (36,6) (44,5) (19.0) (19,0) (30,1) (0,50) 1-1/2 x 1-1/4 x 1.63 1.56 1.81 0.88 0.88 1.13 1.31 86259 DN40 x 32 x 25 (41,4) (39,7) (46,0) (22,4) (22,4) (28,7) (0,59) 1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1.25 1.94 86260 DN40 x 32 x 50 (55.6) (54,1) (50,8) (36.6) (36,6) (57,1) (0,88) 1-1/2 x 1-1/2 x 1/2 1.44 1.44 1.69 0.69 0.69 1.13 1.14 86261 DN40 x 40 x 15 (36.6) (36,6) (42,9) (17,5) (17,5) (28,7) (0,52) 1-112x1-1/2x3/4 1.50 1.50 1.75 0.75 0.75 1.19 1.23 86262 DN40x40x20 (38,1) (38,1) (44,4) (19,0) (19,0) (30,1) (0,56) _______ 1-1/2x1-1/2x1 1.63 1.63 1.81 0.88 0.88 1.13 1.38 86263 DN40x40x25 (41,2) (41.2) (46,0) (22,4) (22,4) (28,7) (0,62) 1-1/2x1-1/2x1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264 DN40 x 40 x 32 (46,0) (46,0) (47,6) (27,0) (27,0) (30,1) (0,68) 1-1/2x1-1/2x2 2:19 2.19 2.00 1.44 1.44 1.25 2.00 86265 DN40 x40 x 50 (55.5) (55,5) (50,8) (36,6) (36,6) (31,7) (0,91) 2 x x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 86266 DNSO x 25 x 50 (57,2) (50,8) (572) (38,1) (33,3) (38,1) (0,99) 2 x 1-1/4 x 2 2.25 2.13 2.25 1.50 1.44 1.50 2.31 86267 DN50x32x50 (57,2) (54,1) (57,2) (38,1) (36,6) (38,1) (1,05 2x1-1/2x1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 86268 DN50x40x15 (38.1) (36,6) (47,8) (19,0) (17,5) (33,3) (0,68) 2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 86269 DN50 x 40 x 20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 2 x 1-1/2 x 1 1.75 1.63 2.00 1.0.0 0.88 1.31 1.65 86270 DN50x40x25 (44,5) (41,4) (50,8) (25,4) (22,4) (33.3) (0,75) 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 DN50x40x40 (52,4) (49,2) (55,5) (333) (30,2) (36,6) (0,92) 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1,44 1.50 2.37 86273 DN50x40x50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 2x2x1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 86222 DN50x50x 15 (38,1) (38,1) (47,8) (19,0) (19,0) (33,3) (0,68) 2x2x3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 86223 DN50 x 50x 20 (41,4) (41,4) (49,3) (22,4) (22,4) (35,0) (0,76) 2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1.91 86224 DN50 x 50 x 25 (44,5) (44,5) (50,8) (25,4) (25,4) (33,3) (0,86) 2x2x1-1/4 1.88 1.88 2.13 1.13 1.13 1.44 2.05 86225 DNSO x 50 x 32 (47,8) (47,8) (54,1) (28,7) (28,7) (36,6) (0,93) 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 86226 DN50x50x40 (50,8) (50,8) (55,6) (31,8) (31.8) (38.1) (0,96) 2x2x2-1/2 2.63 2.63 2.38 1.75 1.88 1.44 3.67 86227 DN50x50x65 (66,8) (66.8) (60,5) (44,5) (47,8) (36.6) (1,66) 2-1/2 x 2 x 3/4 1.75 1.63 2.31 0.63 0.88 1.75 2.22 86274 DN65x50x20 (44,5) (41,4) (58,7)_____(15,9) (22,4) (44,5) (1,01) Page 8 of 10 TFP17IO FIGURE 820 FIGURE 830 FIGURE 719 CAP BRASS SEAT UNION PLUG Nominal Pipe Size Figure 820 Figure 830 Figure 719 ANSI A Approx. A B Approx. A Approx. Inches Inches Weight Part Inches Inches Weight Part Inches Weight Part DN (mm) Lbs. Number (mm) (mm) Lbs. Number (mm) Lbs. Number (kg) (kg) (kg) 1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 094 0.10 86292 DN15 (22,4) (0,06) (47,8) (20,6) (0,21) (23,9) (0,04) 3/4 1.00 0.22 72777 2.00 0.94 0.66 86275 1.13 0.18 86293 DN20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08) 1 1.18 0.33 72824 2.19 0.81 1.08 86276 1.25 0.28 86294 DN25 (30,0) (0115) (55,6) (20,6) (0,49) (31,7) (0,13) 1-1/4 1.31 0.54 72756 2.50 1.06 1.54 86277 1.38 0.50 86295 DN32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23) 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 DN40 (35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (0,32) 86296 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 DN50 (38,1) (043) (79,5) (41,4) (1,43) (38,1) (0,41) 2-1/2 1.75 1.80 72825 - - - - - - DN65 (44,5) (082) - TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 TFPI7IO Page 9 of 10 BZ A FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling A Approx. A Approx. A B Approx. ANSI Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part DN (mm) Lbs. Number (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) (kg) 1/2x1/2 1.50 0.20 72751 - - - - - - - DN15 x 15 (38,1) (0,09) 1/2x1/2 2.00 0.27 72980 - - - - - - - DN15 x 15 (50,8) (0,12) 3/4x3/4 1.50 0.22 72981 - - - - - - - DN20 x 20 (38,1) (0,10) 3/4 x 3/4 2.00 0.31 73982 - - - - - - - DN20 x 20 (50,8) (0,14) 3/4 x 1/2 1.75 0.69 0.38 86772 DN20 x 15 - - - - - - (43,2) (17,5) (0,17) 1 x 1/2 1.06 0.22 72726 1.69 0.50 0.38 86228 DN25 x 15 - - (26,9) (0,10) (42,9) (12,7) (0,17) 1 x3/4 1.06 0.18 72762 1.75 0.50 0.53 86229 DN25 x 20 - - (26,9) (0,08) (43,2) (12,7) (0,24) 1-1/4x1 1.19 0.31 DN32 x 25 - - (30.2) (0,14) 1-1/2x1 1.25 0.53 72757 - - - - DN40 x 25 - - - (31,7) (0,24) 1-1/2x1-1/4 1.25 0.35 72764 - - - - DN40x32 - - - (31,7) (0,10) 2 x 1 1.38 0.75 72759 - - - - DN50x25 - - - (35,1) (0,34) 2x1-1/4 1.38 0.69 72761 - - - - DN50x32 - - - (35,1) (0,31) 2x1-1/2 1.38 0.62 72775 - - - - DN50x40 - - - (35,1) (0,28) TABLE 7 NOMINAL DIMENSIONS FIGURE 825, 827 & 816 Page 10 of 10 TFPI7I6 1 U CALIFORNIA TEES Nominal Pipe California Tees Size ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part ON (mm) (mm) (mm) (mm) Lbs. Number (kg) 1 x 1/2 x 1 1.50 0.88 3.00 075 0.95 42000 DN25 x 15 x 25 (38,1) (22,4) (76,2) (19,1) (0,43) 1 x 1 x 1 1.50 0.75 3.00 0.75 0.95 42001 DN25 x 25 x 25 (38,1) (19,1) (76,2) (19,1) (0,43) TABLE 8 NOMINAL DIMENSIONS CALIFORNIA TEES STREET ELBOWS Nominal Pipe Street Elbows Size ANSI A B C Approx. Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) Lbs. Number (kg) 1 x 1/2 1.50 0.75 3.00 0.70 42003 DN25x15 (38,1) (19,1) (76,2) (0,32) 1 x 1 1.50 0.75 3.00 0.90 DN25 x 25 (38,1) (19,1) (76,2) (0,40) 42002 TABLE 9 NOMINAL DIMENSIONS STREET ELBOWS © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 C®US LISTED Fig. 25 - Surge Restrainer Size Range - One size fits 3/4 thru 2' pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-61-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed ni when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4' thru 2". Patent #5,344,108 / / OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786 5266 www.tolco.com Fig. 200 — "Trimline" Fig. 200R (Import) — Adjustable Band Hanger "Trimline" Adjustable Band Hanger w/Retainer Ring C® US LISTED Size Range - 1/2 thru 8' pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. (21/2' thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-1 71 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Fig. 200R 21/2" - 8" Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/8 2% 400 11 3/4 3/8 8mm or10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 33/8 25/13 400 12 11/4 3/8 8mm or 10mm 3-Y4 2/8 400 13 11/2 3/8 8mm or 10mm 3/s 2/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 2112 3/8 10mm 5/8 41/8 600 27 3 3/8 10mm 5/s 4 600 29 31/2 3/8 10mm 7Y8 51/4 600 34 4 3/8 10mm 7/s 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX; 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 200R 1/2" - 2" H Size Range - Secures 3/8" thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 FI Rod Stiffener Component of State of - California OSHPD Approved Seismic Restraints System Size Range - Secu 8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger or vertical seismic bracing. Approvals - Included in our Seismic Restrain tab approved - by the State of California Office of Statewide Health Pla and Development OSHPD. For additional load spacin and place .' '. information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. .3 Order By - Figure number .'. Fig. 99 - All Thread Rod Cut to Length - Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 11/2" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt./100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.786.5266 www.tolco.com Not less than 2" nominal width 4ll1/2) Not less than 3" nominal thickness (2-1,12") ;/• (depth or side of vertical member) / ia53 Reduces installation cost. . T. I (fSi) Made in the U.S.A. t I 1 5i0i3 LLTV II LI 210 7116"O 1/4" 8002957 GST 1O 1/"x 1" 25 125 670 (3/4" P1 1/4" 8003957 GST 200 1/4 x2" 1760 (Fir) 25 125 1/4 8004957 1.1 GST300 1/4 x 3 2060 (Fir) 25 125 3/8" 8006957 GST .75 1/4 x 3/4" 564 (3/4" Ply) 25 125 3/8" 8007957 . GST 10 1/4 x1" 210 116- OSB) 300 5 125 3/8 8008957 GST 20 1/4x2 1760 (Fir) 853 1475 25 125 j i/O 318" 8009925 /l //J. GST 25-380 '/4 X ,/ 3/8 x 2.1 2" 1/b/J 3/1/ 2113 1Fir/ 1500 25 , 1L 125 3/8" 8010957 GST 30 1/4x3" 2060 (Fr) 1530 1475 25 125 #14 lack 3/8" 8069925 GST 30-SS 1/4x3" 2060 (Fr) 25 125 Nut Driver Part#8113910 318* 811925 GST 40 1/4x4" 2180 (Fir) . 25 125 3/8" 8012925 GST6O 1/4 x 6" 2230 r r) 25 125 - 1/2" 8013925 GST2 1/4x2" 1760 (Fir) 25 125 1/2 8014925 GST 2.5-380 3/8o2-1/? 2113 (Fir) 25 125 1/2 8015925 GST3 1/4x3 2275 (Fir) 25 12 F 1/2" 8016925 GST4 1/4x4 2180 (Fir) 25 125 112" 8017 GSTO 1/4 x6 2230 (Fir) 25 125 #14 SW Red Nut Driver Part 4 8114910 Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 3 Va" x 12 pitch roof. • Reduces installation cost. Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless Wood Jo;st drill/driver. Double Sher Ceiling Saves time from traditional methods. \ J "Allows 170 deflection from vertical. - "Made in the U.S.A. - I 318" 257fF.., 1050.1475 . ... 3/8" 8141957 SH-GST 30 1/4 x 3" 1720 (Fir) 1500 1475 25 125 #14 Black Nut Driver SPECIAL NUT C RIVER 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 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. For tne most up to date information; visit www.sammysuoerscrew.com roH! , nj \/' 0 MADE IN U.S.A