Loading...
HomeMy WebLinkAbout7815 RUSH ROSE DR; ; AS1602719/26/24, 11:25 AM AS160271 Permit Data City of Carlsbad Sprinkler Permit 7815 RUSH ROSE Job Address: DR Permit Type: SPRINK Parcel No: 2550122000 Lot #: 0 Reference No.: Permit No: AS160271 Status: ISSUED Applied 9/2/2016 Approved: 9/2/2016 Issued: 9/2/2016 PC #: Inspector: Project Title: LA COSTA GLEN BLDG G REMOVE ALL EXISITNG FRIE SPRINKLER PIPING ON THE 3RD FLOOR OF BLDG G (SEA BREEZE). ALL EXISTING PENDENT FIRE SPRINKLER LOCATIONS TO REMAIN. EXISITNG SPRINKLERS WILL BE RELACED WITH NEW IN THE EXACT LOCATIONS. Applicant: SIMPLEX 3568 RUFFIN RD SOUTH SAN DIEGO CA 858-633-9100 Owner: CONTINUING LIFE COMMUNITIES LLC 1940 LEVANTE ST CARLSBAD CA - Fees ($) : Add'I Fees ($) - I Total ($) I Balance ($) 393 0 ___ 393 0 about:blank 1/1 OLIVENHAIN MUNICIPAL WATER DISTRICT I fT1 [,vgftjgj:[ Service Order# Work Order # EAM# 222to Flow Test Requested By Secr Project Name Le C034-4 ( (€v city car 1Sbctd County S-t l)iec Cj OMWD Personnel Conducting Test fl(j &Aczctr, fl'1 ba. Date L,L/I/ Io Time I 3o Pni Address Pressure Zone 4j7 Potential Impact To Zone t'J/A Reservoirs Involved P.R. Stations Involved ç V4 l SO4AXç 4e'c4, V;Uc Static Pressure (prior to flow test) P.S.I. I 5E Residual Pressure (during flow test) P.S.I. PITOT Residual Pressure, 2 1/2 inch port P.S.I. I33 PC Calculated Flow G.P.M. I7?0 ;Cr ; Comments Test Results Reviewed By: AS16O27i 7815 RUSH ROSE DR OLIV:NHAIN MUNICIPAL WATER DISTRICT Service Order Number: 222140 Crtcd By.; .......... OMWDLSMIT.H Assigned To .............: Systems Operations Created Date & Time ..: 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 \25&+ r ustomer-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 III Tvpe Meter U Size Manf Secij Prey Read Prey Date Water Meter Location: - Latitude: Meter Notes: Longitude: Water Meter Location: - Latitude: Meter Notes: Longitude: Field Notes: Employee Time: , LO-- _____________________________ 4/19/i6 SIazo.,,- I he- ___________________________ Ji all Al,8 I) . Equipment Exchange Domestic Service.Fire Service (if applicable) Exchange Date Old Equipment New Equipment Old Equipment New Equipment Dial # Scrapped [J inventory Li Scrapped Inventory [] Remote/MXU U Scrapped U Inventory Li Scrapped fl Inventory [j Channel/Port # Roiled Read: Pulled Read: Remote Type ______________ Meter U Scrapped [I] J Inventory [I] Scrapped Inventory Meter Manufacturer Meter Model New Meter Read Work Completed By Completed Date, Completed Time Domestic Meter Read Fire Meter Read S/O Closed By ASIco2-H Tol-Brace Seismic Calculations SIMPLEX GRINNELL Project Address COSTA GLEN -BUILDING G 12728 Shoemaker Ave B-Line Santa Fe Springs, Ca 90670 715 RUSH ROSE DRIVE 562-4053800 by ToE CARLSBAD, CA 92009 C-16 986047 Job # 434-989880901 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 800"(24.38m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length i Fig. 4LClamp 1745 lbs (792kg) Bracing Material Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° M I *Calculation Based on CONCENTRIC Loading ._ . .. Please Note: These calculations are for Tolco components only. Use of any Least Rad. Gyration O.42(11 mm) of other components voids these calculations and the listing of the assembly. Assembly Detail LIR Value 200 A TOLCO FIG. 980 Max Horizontal Load 4J(R9 UNIVERSAL SWAY BRACE ATTACHMENT 0401 Force Factor (Cp) 0.5364 / STEEL PIPE Fastener Information Fastener Orientation PA Type F o TOLCO FIG. 4L Maximum Load 95s(k PIPE g) CLAMP FOR SWAY BRACING ,'ç Diameter 1l2in.It 4 Length 1-1/21n. I - Type Brace identification on Plans 2.5" LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe: 2.5' Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 80ft (24.4 m) 1,253 lbs (115 kg) Percentage added for Fittings and Sprinklers 1 15% 38 lbs (17.24 kg) Total Adjusted Load of all pipe within Zone of Influence 291 lbs (132 kg) {Tol-Brace Verizon 8} Tol-Brace Seismic Calculations LA COSTA GLEN - BUILDING G 7815 RUSH ROSE DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material. Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 434-98988090: 2.5 LONGITUDINAL NFPA Type F 2.5 Sch.10 Steel Pipe 80 0 (24.38 m) Longitudinal 1 Sch.40 7'0" (2.13 m) 200 60' 1/2in. x 1-1/2in. Through-Bolt 1-1/2in. Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 80ft (24.4 m) G-Factor Used 0.5364 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 291 lbs (132 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 395 lbs (179 kg) Fig. 4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member 2X6 WOOD BEAM Calculations prepared by SIMPLEX GRINNELL * The description of the Structural Member is for informational purposes only. Tot-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations SIMPLEX GRINNELL Project Address: 12728 Shoemaker Ave Line Santa Fe Springs, Ca 90670 7815 RUSH ROSE DRIVE 562-4053800 by e PJ CARLSBAD, CA 92009 C-16 986047 Job # 434-989880901 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing §0 Tolco Component Fig. Number Adjusted Load Maximum Brace Length Fig. 4L Clamp 1745 lbs (792 kg) Bracing Material 1SCh.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60 Min.* *Calculation Based on CONCENTRIC Loading Please Note. These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration Assembly Detail L/RValue 200 A TOLCO FIG. 980 Max Horizontal Load UNIVERSAL WAY BRACE ATTACHMENT 04011 Force Factor (Cp) 0.5364 STEEL PIPE Fastener Information Fastener Orientation. TOLCO FIG. •4L - Maximum Load 395 lbs (179 kg) PIPE CLAMP FOR \ SWAY BRACING/-- Diameter 1l2in. I Length 1-1/2in. o) Type Through-Bolt - Brace Identification on Plans 2' LONGITUDINAL Orientation of Brace . Longitudinal Braced Pipe: 2 Sch.40 Steel Pipe Load Information Size and Type of Pipe Total Length . Total Calculated Load 2" Sch.40 Steel Pipe (50.8 mm) 80ft (24.4 rn) 220 lbs (100 kg) Percentage added for Fittings and Sprinklers 115% 33 lbs (14.97 kg) Total Adjusted Load of all pipe within Zone of Influence 253 lbs (115 kg) (Tot-Brace Verizon 8) Tol-Brace Seismic Calculations LA COSTA GLEN - BUILDING G 7815 RUSH ROSE DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 434-98988090: 2 LONGITUDINAL NFPA Type F 2" Sch.40 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 600 1/2in. x 1-1/2in. Through-Bolt 1-1/2in. 13-line by TN Summary of Pipe within Zone of Influence 2" Sch.40 Steel Pipe (50.8 mm) 808 (24.4 m) G-Factor Used 0.5364 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 253 lbs (115 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 395 lbs (179 kg) Fig. 4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member 2X6 WOOD BEAM Calculations prepared by SIMPLEX GRINNELL * The description of the Structural Member is for informational purposes only. 101-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at we.tolco.com Tol-Brace Seismic Calculations SIMPLEX GRINNELL Project Address: LA COSTA GLEN BUILDING G 12728 Shoemaker Ave B-Line Santa Fe Springs, Ca 90670 7815 RUSH ROSE DRIVE - - 562-4053800 by fffTo CARLSBAD, CA 92009 C-16 986047 Job # 434-989880901 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing Tolco Component Fig. Number Adjusted Load Maximum Brace Length Fig. 1001 Clamp 1745 lbs (792 kg) Bracing Material Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60 Mm. ----- *Calculation Based on CONCENTRIC Loading * Please Note. These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42"(11nm) Assembly Detail L/RValue 200 Max Horizontal Load 1604 lbs (728 kg) . 980 UNIVERSAL SWAY B TOLCO FIG RACE ATTACHMENT Force Factor (Cp) 94 --,. 0 STEEL PIPE 4 Fastener Information Fastener Orientation NFRA Type - Maximum Load 395 lbs (179 kg) Diameter 1/2in. TOLCO FIG. 1001 Length 1-1/2in. FAST CLAMP Type 1h I~ Brace Identification on Plans 2.5 LATERAL Orientation of Brace Lateral Braced Pipe: 2.5' Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.50 Sch.10 Steel Pipe (63.5 mm) 40ft (12.2 m) 126 lbs (57 kg) 1.5 Sch.40 Steel Pipe (38.1 mm) 25ft (7.6 m) 48 lbs (22 kg) 1.25' Sch.40 Steel Pipe (31.75 mm) 25ft(7.6 m) 39 lbs (18 kg) Percentage added for Fittings and Sprinklers 115% 32 lbs (14.52 kg) Total Adjusted Load of all pipe within Zone of influence 246 lbs (112 kg) (Tol-Brace Verizon 8) Tol-Brace Seismic Calculations LA COSTA GLEN - BUILDING G 7815 RUSH ROSE DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 434-98988090: 2.5 LATERAL NFPA Type F 2.5 Sch.10 Steel Pipe 40' 0' (12.19 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 600 1/2in. x 1.-1/2in. Through-Bolt 1-1/21n. B-Line by Summary of Pipe within Zone of Influence 2.5" Sch.1O Steel Pipe (63.5 mm) 40ft (12.2 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 25ft (7.6 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 25ft (7.6 m) G-Factor Used 0.5364 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 246 lbs (112 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 395 lbs (179 kg) Fig. 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member 2X6 WOOD BEAM Calculations prepared by SIMPLEX GRINNELL * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations SIMPLEX GRINNELL Project Address: LA COSTA 12728 Shoemaker Ave B-Li ne Santa Fe Springs, Ca 90670 7815 RUSH ROSE DRIVE 562-4053800 by [ CARLSBAD, CA 92009 C-16 986047 Job #434-989880901 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing Tolco Component Fig. Number Adjusted Load Maximum Brace Length .. ' ... Fig. 1001 Clamp 1745 lbs (792 kg) Bracing Material 1 ._. Fig.980 Universal Swivel 1745 lbs (792 kg) 60° M Angle from Vertical ..., J!L.........- ---- *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration Q4. ."(urn ... Assembly Detail LIR Value 00...- Max Horizontal Load 1694 .9)........................ TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACH MENT Force Factor (Cp) 0.5364 o STEEL PIPE 1' Fastener Information Fastener Orientation NFPA Type F Maximum Load 395 lbs (1 7q kg) - * + / Diameter 1/2in. TOLCO FIG. 1001 Length 1-1/2in. FAST CLAMP Type T..oug-Polt Brace Identification on Plans 2' LATERAL Orientation of Brace Lateral Braced Pipe: 2" Sch.40 Steel Pipe Load Information Size and-Type of Pipe -- Total Length Total Calculated Load 2" Sch.40 Steel Pipe (50.8 mm) . 40ft (12.2 m) 110 lbs (50 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 30ft (9.1 m) 58 lbs (26 kg) 1.25° Sch.40 Steel Pipe (31.75 mm) 25ft (7.6 m) 39 lbs (18 kg) Percentage added for Fittings and Sprinklers 115% 31 lbs (14.06 kg) Total Adjusted Load of all pipe within Zone of Influence 239 lbs (108 kg) {Tol-Brace Venzon 8} Tol-Brace Seismic Calculations LA COSTA GLEN - BUILDING G 7815 RUSH ROSE DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 434-98988090: 2 LATERAL NFPA Type F 2 Sch.40 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7'0" (2.13 m) 200 60° 1/2in. x 1-1/2in. Through-Bolt 1-1/2in. B-Line by fT.rd Summary of Pipe within Zone of Influence 2" Sch.40 Steel Pipe (50.8 mm) 40ft (12.2 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 30ft (9.1 m) 1 25ft 1.25" Sch.40 Steel Pipe (31.75 mm) (7.6 m) G-Factor Used 0.5364 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 239 lbs (108 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 395 lbs (179 kg) Fig. 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member 2X6 WOOD BEAM Calculations prepared by SIMPLEX GRINNELL * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations SIMPLEX GRINNELL Project Address: LA COSTA GLEN -BUILDING G 12728 Shoemaker Ave B-Line Santa Fe Springs, Ca 90670 781 ROSE DRIVE 562-4053800 by 6 [e CARLSBAD, CA 92009 C-16 986047 Job # 434-989880901 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing ____ Tolco Component Fig. Number Adjusted Load Maximum Brace Length 71) Fig. 4LA Clamp 866 lbs (393 kg) Bracing Material Fig.980 Universal Swivel 1745 lbs (792 kg) 60° M Angle from Vertical ......!!1.. *Calculation Based on CONCENTRIC Loading Note: These calculations are for Tolco components only. Use of any of other components voids these calculations and the listing of the assembly. Assembly Detail Least Rad. Gyration LIR Value 200 Max Horizontal Load 1694j(7kg) A ...... Force Factor(Cp) 0.5364 Fastener Information Fastener Orientation NfEA Type Maximum Load 395 Al 79 kg) 1 /2tn Length 1-1/2in. . O) Type Brace Identification on Plans 1.25 Branchline Longitudinal Orientation of Brace Longitudinal Braced Pipe: 1.25" Sch.40 Steel Pipe Load Information Size and Type of Pipe Total Length Total- Calculated Load 1.25' Sch.40 Steel Pipe (31.75 mm) 80ft (24.4 m) 126 lbs (57 kg) Percentage added for Fittings and Sprinklers 115% 19 lbs (8.62 kg) Total Adjusted Load of all pipe within Zone of Influence 145 lbs (66 kg) (Tol-Brace Venzon 8) Tol-Brace Seismic Calculations LA COSTA GLEN - BUILDING G 7815 RUSH ROSE DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 434-98988090: 1.25 Branchline Longitudinal NFPA Type F 1.25 Sch.40 Steel Pipe 80 0° (24.38 m) Longitudinal 1' Sch.40 7'0" (2.13 m) 200 60° 1/2in. x 1-1/2in. Through-Bolt 1-1/21n. B-Un .e ki Jy Summary of Pipe within Zone of Influence 1.25" Sch.40 Steel Pipe (31.75 mm) 80ft (24.4 m) G-Factor Used 0.5364 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 145 lbs (66 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 395 lbs (179 kg) Fig. 4LA Clamp 866 lbs (393 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member 2X6 WOOD TRUSS Calculations prepared by SIMPLEX GRINNELL * The description of the Structural Member is for informational purposes only. 101-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com dw LJSGS Design Maps Summary Report User—Specified Input Report Title LA COSTA GLEN Tue April 12, 201.6 17:01:13 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.080190N, 117.26911°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/Il/Ill (,'I '.I),1Ii' San Marcos - Es)ndicIo Eu -hut I - 'f;._ i USGS—Provided Output Ss = 1.088 g SMS= 1.159g SDS = 0.772 9 = 0.420 g SM1 = 0.664 g SD1 = 0.442 g For information on-how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1, 0.94 0.49-F 0,24 -- 0.12.- 0.00 1 I I I I I 0.00 0.20 040 0.0 0.20 1.00 1.20 1.40 1.0 1.20 2.00 Period. T (sec) Design Response Spectrum 0.22 0.20 0.1G 0.02 0.00 I I I I 0.00 0.20 0,40 0.0 0.90 1.00 1.20 1.40 1.GO 1.90 2.00 Period. I (sec) T ( , HYDRAULIC CALCULATIONS for AS o74 Job Information Project Name: LA COSTA GLEN - BUILDING G (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92008 Project Location: 7815 RUSH ROSE DRIVE Date: 10/10/2016 Contractor Information Name of Contractor: SIMPLEX GRINNEL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: pgaIsimsimpIexgnnneII.com Name of Designer: P.GALSIM Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 1 Remote Area Location 4 HO UNIT CALC #1 Occupancy Classification RESIDENTIAL Density (gpm/f12) 0.1 Area of Application (ft2) 1600 Coverage per Sprinkler (ft') 400 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 267.6 Required Pressure at Source (psi) 112.8 Type of System Wet Volume - Entire System (gal) 550.2 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 Attic_1_13790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: I (OnfimizAd HvdriiIk SimnIifid --I 'I" '-• -,- ----- --:-- - - . -. '•5 -S.. .5 "5... . ... .. ... "5. 5. - - ........................... - ---5.. 5' '5 L. File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 5.• Job LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: I 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 I Flow I Available I I Total Demand I Required Pressure Node at Source (psi) I Pressure I I (gpm) I Pressure I I (gpm) I (psi) (psi) I (psi) SRC 155 133 1790 154.7 267.6 112.8 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) 167.6 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 167.6 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 107.5 BOR -Flow (gpm) 167.6 Demand w/o System Pump(s) N/A File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: I Fig • AOu4 140- ---- ---- -, ------- cx 40 ... ..i................................................................I ................................. . ........ •., ..:. ... 01 500• 500•• .700 .500. - •• .i1.. 1C 1400 . 1500 1500.. 1700 :1100, Flow, gpm File: SP-101 Attic1_1_3790.sv$ Date 10/10/2016 copyright © 2002-2012 Tyco Fire Protection Products Page 4 Job: LA COSTA GLEN - BUILDING G (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 167.6 112.8 D3 System Demand + Add.Out.Hose 267.6 112.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 154.6 202.7 41.5 267.6 Supply; Safety Pressure 139.2 190.4 26.1 267.6 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) (gprn/ft2) (gpm) (psi) Si Overhead 400 6.9 0.1 40 33.6 0.1 40 33.6 Sprinkler S2 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.107 43 38.8 Overhead 400 6.9 0.1 40 33.6 0.105 41.9 36.9 Sprinkler S4 Overhead 400 6.9 0.1 40 33.6 0.107 42.7 38.3 Sprinkler File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002.2012 TYCO Fire Protection Products Page 5 Job: LA COSTA GLEN - BUILDING G (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 ft gpm/psi½ gpm gpm ft2 gpm/ft2 psi psi psi gpm 0001 Node 66.9 31 NODE -14.7 0091 Node 85.9 30 NODE -14.3 0092 Node 85.8 30 NODE -14.3 0094 Node 85.8 30 NODE -14.3 0096 Node 84.1 32.83 NODE -15.5 0226 Node 58 32.83 NODE -15.5 0231 Node 58.2 32.83 NODE -15.5 0273 Node 67.3 30 NODE -14.3 0274 Node 67.4 30 NODE -14.3 0275 Node 67.9 30 NODE -14.3 0276 Node 68.3 30 NODE -14.3 0277 Node 68.9 30 NODE -14.3 0278 Node 69.3 30 NODE -14.3 0279 Node 69.6 30 NODE -14.3 0280 Node 69.6 30 NODE -14.3 0386 Node 84.6 32.83 NODE -15.5 0456 Node 86.6 30 NODE -14.3 0457 Node 86.8 30 NODE -14.3 0458 Node 86.2 30 NODE -14.3 0459 Node 86 30 NODE -14.3 0460 Node 86.5 30 NODE -14.3 1136 Node 56.9 32.83 NODE -15.5 1121 Node 64.6 31 NODE -14.7 BF-O-I Node 110.6 2 NODE -2.2 BF-0-0 Node 107.1 2 NODE -2.2 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: LA COSTA GLEN - BUILDING G (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/ps11/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm BOR Node 107.5 0.5 NODE -1.5 Si Overhead Sprinkler 6.9 40 400 33.6 33.6 29 HEAD Open 0 0.1 -13.9 40 S2 Overhead Sprinkler 6.9 43 400 38.8 33.6 29 HEAD Open 3 0.107 -13.9 40 S3 Overhead Sprinkler 6.9 41.9 400 36.9 33.6 29 HEAD Open 1.9 0.105 -13.9 40 S4 Overhead Sprinkler 6.9 42.7 400 38.3 33.6 29 HEAD Open 2.7 0.107 -13.9 40 SRC Supply -167.6 112.8 -3 SUPPLY . 0 UG1 Node 112.8 -3 NODE 0 UG2 Node 109.3 -3 NODE 0 UG3 Node 109 -3 NODE 0 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: LA COSTA GLEN - BUILDING G (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/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I Si 29 6.9 40 1 lx(us.Tee-Br)=5 51 120 33.6 Flex-72" 0231 32.83 40 1.049 5 0.4681 -1.7 56 26.2 0231 32.83 15 1.25 2x(us.Tee-Br)=12 23.67 120 58.2 0273 30 55 1.38 12 0.2223 1.2 35.67 7.9 0273 30 0 2 1.79 120 67.3 0274 30 55 2.067 0 0.0311 0 1.79 0.1 0274 30 41.9 2 6 120 67.4 0275 30 97 2.067 0 0.0887 0 6 0.5 0275 30 -22.3 2 8.17 120 67.9 0276 30 74.6 2.067 0 0.0546 0 8.17 0.4 0276 30 18.3 2 7.25 120 68.3 0277 30 92.9 2.067 0 0.082 0 7.25 0.6 0277 30 -23.1 2 7.75 120 68.9 0278 30 69.8 2.067 0 0.0482 0 7.75 0.4 0278 30 -22.8 2 10.25 120 69.3 0279 30 46.9 2.067 0 0.0232 0 10.25 0.2 0279 30 -23.2 1.25 5x(us.Tee-Br)=30 326.71 120 69.6 0456 30 23.8 1.38 2x(us.90)=6 36 0.0469 0 362.71 17 0456 30 31 2.5 lx(us.Tee-Br)=16.47 8.58 120 86.6 0457 30 54.7 2.635 16.47 0.0094 0 25.06 0.2 0457 30 112.8 2.5 lx(coupling)=1.37 71.02 120 86.8 BOR 0.5 167.6 2.635 4x(us.90)=32.95 34.32 0.0749 12.8 105.34 7.9 BOR 0.5 0 6 lx(coupling)=1.73 10 140 107.5 UG3 -3 167.6 6.4 lx(us.90)=24.19 25.92- 0.0007 1.5 35.92 0.0 UG3 -3 0 6 6x(us.90)=118.44 151.5 150 109 UG2 -3 167.6 5.98 118.44 0.0009 0 269.94 0.2 UG2 -3 0 6 2.33 140 109.3 BF-0-0 2 167.6 6.4 0 0.0007 -2.2 2.33 0 BF-0-0 2 0 6 5.37 0 107.1 Ames3000SS BF-O-I 2 167.6 0 0 0.6493 0 5.37 3.5 BF-O-I 2 0 6 2x(us.90)=48.39 7.71 140 110.6 UG1 -3 167.6 6.4 48.39 0.0007 2.2 56.09 0.0 File: SP-101 Attic 113790.sv$ Date 10/10/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 8 Job: LA COSTA GLEN - BUILDING G (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: I UG1 -3 0 6 30.08 150 112.8 SRC -3 167.6 5.98 0 0.0009 0 30.08 0.0 SRC 112.8 Path No: 2 S3 29 6.9 41.9 1 lx(us.Tee-Br)=5 51 120 36.9 Flex-72 1121 31 41.9 1.049 5 0.5105 -0.9 56 28.6 1121 31 0 1.25 lx(us.Tee-Br)=6 8.17 120 64.6 0274 30 41.9 1.38 lx(us.90)=3 9 0.1343 0.4 17.17 2.3 0274 67.4 Path No: 3 S4 29 6.9 42.7 1 lx(us.Tee-Br)=5 51 120 38.3 Flex-72' 0001 31 42.7 1.049 5 0.5278 -0.9 56 29.6 0001 31 -18.3 1.25 2x(us.Tee-Br)=12 348.54 120 66.9 0091 30 24.4 1.38 5x(us.90)=15 27 0.0493 0.4 375.54 1 18.5 0091 30 42.5 2.5 7.17 120 85.9 0459 30 66.9 2.635 0 0.0137 0 7.17 0.1 0459 30 23.1 2.5 8.25 120 86 0458 30 90 2.635 0 0.0237 0 8.25 0.2 0458 30 22.8 2.5 lx(us.Tee-Br)=16.47 1 120 86.2 0457 30 112.8 2.635 16.47 0.036 0 17.47 0.6 0457 86.8 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 4 S2 29 6.9 43 1 lx(us.Tee-Br)=5 32 120 38.8 Flex-72" 1136 32.83 43 1.049 5 0.5347 -1.7 37 19.8 1136 32.83 0 1.25 lx(us.Tee-Br)=6 1.29 120 56.9 0226 32.83 43 1.38 6 0.1406 0 7.29 1 1 0226 32.83 -15 1.25 7x(us.90)=21 376.46 120 58 0096 32.83 27.9 1.38 9x(us.45)=9 36 0.0634 0 lx(us.Tee-Br)=6 412.46 26.1 0096 32.83 -7.8 1.25 2x(us.Tee-Br)=12 2.83 120 84.1 0094 30 20.1 1.38 12 0.0346 1.2 14.83 0.5 0094 30 0 2.5 4.22 120 85.8 0092 30 20.1 2.635 0 0.0015 0 4.22 0 0092 30 22.3 2.5 8.17 120 85.8 0091 30 42.5 2.635 0 0.0059 0 8.17 0.0 0091 85.9 Path No: 5 0275 30 0 1.25 4x(us.Tee-Br)=24 389.96 120 67.9 0092 30 22.3 1.38 5x(us.90)=15 39 0.0418 0 428.96 17.9 0092 85.8 Path No: 6 0277 30 0 1.25 4x(us.Tee-Br)=24 354.21 120 68.9 0459 30 23.1 1.38 lx(us.90)=3 27 0.0447 0 381.21 17 0459 86 Path No: 7 0278 30 0 1.25 4x(us.Tee-Br)=24 348.04 120 69.3 0458 30 22.8 1.38 5x(us.90)=15 39 0.0436 0 387.04 16.9 0458 86.2 Path No: 8 0279 30 0 2 lx(us.Tee-Br)=10 4.81 120 69.6 0280 30 23.2 2.067 10 0.0063 0 14.81 0.1 0280 30 0 1.25 3x(us.Tee-Br)=18 327.75 120 69.6 0386 32.83 23.2 1.38 4x(us.90)=12 34 0.0448 -1.2 4x(us.45)=4 361.75 16.2 0386 32.83 7.8 1.25 lx(us.Tee-Br)=6 2.83 120 84.6 0460 30 31 1.38 6 0.0767 1.2 8.83 0.7 0460 30 0 2.5 5.34 120 86.5 0456 30 31 2.635 0 0.0033 0 5.34 0.0 0456 86.6 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: LA COSTA GLEN - BUILDING G (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: 9 0001 31 0 1.25 2x(us.Tee-Br)=12 21.75 120 66.9 0276 30 18.3 1.38 12 0.0289 0.4 33.75 1 0276 68.3 Path No: 10 0226 32.83 0 1.25 lx(us.45)=1 9.27 120 58 0231 32.83 15 1.38 1 0.0201 0 10.27 0.2 0231 58.2 Path No: 11 0096 32.83 0 1.25 lx(us.Tee-Br)=6 73.48 120 84.1 0386 32.83 7.8 1.38 8x(us.45)=8 20 0.006 0 2x(us.90)=6 93.48 0.6 0386 84.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 15.96 ft/s occurs in the following pipe(s): (1136-52) 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 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 67 6 gm (1676 gpm±l0Q gpm acid out. hose) ri Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Device Graphs Pressure vs-flow Function FIow qprn Pressure loss Function Design Area: 1; BI-I' Ref.: 1448 (Ame53000SS. Size = 6): Inlet Node: BF-0.1; Outlet Node; BF-0-0 F [ow, gpm, File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 12 HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING G (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92008 Project Location: 7815 RUSH ROSE DRIVE Date: 10/10/2016 Contractor Information Name of Contractor: SIMPLEX GRINNEL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: pgalsimsimplexgnnnell.com Name of Designer: P.GALSIM 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) 268.4 Required Pressure at Source (psi) 114.2 Type of System Wet Volume - Entire System (gal) 550.3 gal Water Supply Information Date Location Source Notes 4/18/2016 LA COSTA GLEN - SUNCUP WAY SRC AREA OF APPLICATION: 4 HEADS - 400 SQ. FT. (20x20') 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 Attic_11_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 2 (Onfimi7r1 HvdriiiIir SimnlifiAtfl - t - L - -- - -.------------- L File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: 2 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 Supply 1: SRC Supply Analysis Flow (gpm) Pressure (psi) 0 155 1790 133 I Static Pressure I Residual Flow I I Available I I Total Demand I Required Pressure Node at Source (psi) I Pressure I I (gpm) I Pressure I I I (gpm) I (psi) (psi) I (psi) I SRC 155 133 1790 154.7 268.4 114.2 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) 168.4 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 168.4 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 108.8 BOR -Flow (gpm) 168.4 Demand w/o System Pump(s) N/A File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: 2 I. 0Soo sw 70 ICCO 11 ¶4 Ism Awn C0 Flow, gpm File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 16 Job: LA COSTA GLEN - BUILDING G (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 D2 System Demand 168.4 114.2 D3 System Demand + Add.Out.l-Iose 268.4 114.2 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 154.6 202.2 40.2 268.4 Supply; Safety Pressure 139.2 189.9 24.7 268.4 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 0.1 40 33.6 S7 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.111 44.4 41.4 S8 Overhead Sprinkler 400 6.9 0.1 40 33.6 0.11 44 40.6 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 17 Job: LA COSTA GLEN - BUILDING G (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 ft gpm/psi'I2 gpm gpm ft2 gpm/ft2 psi psi psi gpm 0002 Node 58.2 32.83 NODE -15.5 0091 Node 87.3 30 NODE -14.3 0092 Node 87.3 30 NODE -14.3 0094 Node 87.3 30 NODE -14.3 0096 Node 85.6 32.83 NODE -15.5 0273 Node 76.7 30 NODE -14.3 0275 Node 76.6 30 NODE -14.3 0276 Node 76.5 30 NODE -14.3 0277 Node 76.3 30 NODE -14.3 0278 Node 76 30 NODE -14.3 0279 Node 75.7 30 NODE -14.3 0280 Node 75.6 30 NODE -14.3 0325 Node 58.2 32.83 NODE -15.5 0386 Node 85.1 32.83 NODE -15.5 0444 Node 72.3 31 NODE -14.7 0456 Node 87.8 30 NODE -14.3 0457 Node 88.1 30 NODE -14.3 0458 Node 87.6 30 NODE -14.3 0459 Node 87.4 30 NODE -14.3 0460 Node 87.7 30 NODE -14.3 0934 Node 72.1 31 NODE -14.7 BF-O-I Node 111.9 2 NODE -2.2 BF-0-0 Node 108.5 2 NODE -2.2 BOR Node 108.8 0.5 NODE -1.5 S5 Overhead Sprinkler 6.9 40 400 33.6 29 HEAD Open 0 0.1 -13.9 133.6 40 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 18 Job: LA COSTA GLEN - BUILDING G (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 /2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S6 Overhead Sprinkler 6.9 40 400 33.6 33.6 29 HEAD Open 0 0.1 -13.9 40 S7 Overhead Sprinkler 6.9 44.4 400 41.4 33.6 29 HEAD Open 4.4 0.111 -13.9 40 58 Overhead Sprinkler 6.9 44 400 40.6 33.6 29 HEAD Open 4 0.11 -13.9 40 SRC Supply -1684 114.2 -3 SUPPLY . 0 UG1 Node 114.1 -3 NODE 0 UG2 Node 110.6 -3 NODE 0 UG3 Node 110.4 -3 NODE 0 File: SP-101 Athc_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 19 Job: LA COSTA GLEN - BUILDING G (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 [1ev 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: I S5 29 6.9 40 1 lx(us.Tee-Br)=5 51 120 33.6 Flex-72" 0325 32.83 40 1.049 5 0.4681 -1.7 56 26.2 0325 32.83 -3.4 1.25 3x(us.Tee-Br)=18 129.39 120 58.2 0280 30 36.6 1.38 2x(us.90)=6 26 0.1045 1.2 2x(us.45)=2 155.39 16.2 0280 30 0 2 4.81 120 75.6 0279 30 36.6 2.067 0 0.0146 0 4.81 0.1 0279 30 15.3 2 10.25 120 75.7 0278 30 52 2.067 0 0.0279 0 10.25 0.3 0278 30 16.5 2 7.75 120 76 0277 30 68.5 2.067 0 0.0466 0 7.75 0.4 0277 30 -18.3 2 7.25 120 76.3 0276 30 50.1 2.067 0 0.0261 0 7.25 0.2 0276 30 -17.4 2 8.17 120 76.5 0275 30 32.7 2.067 0 0.0119 0 8.17 0.1 0275 30 -15.9 1.25 4x(us.Tee-Br)=24 389.96 120 76.6 0092 30 16.9 1.38 5x(us.90)=15 39 0.0248 0 428.96 10.7 0092 30 23.8 2.5 8.17 120 87.3 0091 30 40.7 2.635 0 0.0054 0 8.17 0.0 0091 30 17.4 2.5 7.17 120 87.3 0459 30 58.1 2.635 0 0.0105 0 7.17 0.1 0459 30 18.3 2.5 8.25 120 87.4 0458 30 76.4 2.635 0 0.0175 0 8.25 0.1 0458 30 27.5 2.5 lx(us.Tee-Br)=16.47 1 120 87.6 0457 30 103.9 2.635 16.47 0.0309 0 17.47 0.5 0457 30 64.5 2.5 lx(coupling)=1.37 71.02 120 88.1 BOR 0.5 168.4 2.635 4x(us.90)=32.95 34.32 0.0756 12.8 105.34 8 BOR 0.5 0 6 lx(coupling)=1.73 10 140 108.8 UG3 -3 168.4 6.4 lx(us.90)=24.19 25.92 0.0008 1.5 35.92 0.0 UG3 -3 0 6 6x(us.90)=118.44 151.5 150 110.4 UG2 -3 168.4 5.98 118.44 0.0009 0 269.94 0.2 UG2 -3 0 6 2.33 140 110.6 BF-0-0 2 168.4 6.4 0 0.0008 -2.2 2.33 0 File: SP-101 Attic_1_1_3790.sv$ Date 10110/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 20 Job: LA COSTA GLEN - BUILDING G (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/p5i1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BF-0-0 2 0 6 5.37 0 108.5 Ames3000SS BF-O-I 2 168.4 0 0 0.6467 0 5.37 3.5 BF-O-I 2 0 6 2x(us.90)=48.39 7.71 140 111.9 UG1 -3 168.4 6.4 48.39 0.0008 2.2 56.09 0.0 UG1 -3 0 6 30.08 150 114.1 SRC -3 168.4 5.98 0 0.0009 0 30.08 1 0.0 SRC 114.2 Path No: 2 S6 29 6.9 40 1 lx(us.Tee-Br)=5 51 120 33.6 Flex-72 0002 32.83 40 1.049 5 0.4683 -1.7 56 26.2 0002 32.83 3.4 1.25 2x(us.90)=6 179.77 120 58.2 0386 32.83 43.4 1.38 2x(us.45)=2 8 0.1431 0 187.77 26.9 1 0386 32.83 -7.9 1.25 2x(us.Tee-Br)=12 2.83 120 85.1 0460 30 35.5 1.38 12 0.0985 1.2 14.83 1.5 0460 30 0 2.5 5.34 120 87.7 0456 30 35.5 2.635 0 0.0042 0 5.34 0.0 0456 30 29 2.5 lx(us.Tee-Br)=16.47 8.58 120 87.8 0457 30 64.5 2.635 16.47 0.0128 0 25.06 0.3 0457 88.1 Path No: 3 S8 29 6.9 44 1 lx(us.Tee-Br)=5 52 120 40.6 Flex-72 0934 31 44 1.049 1x(coupling)=1 6 0.5581 -0.9 58 32.4 0934 31 -16.5 1.25 2x(us.Tee-Br)=12 216.84 120 72.1 0458 30 27.5 1.38 5x(us.90)=15 27 0.0615 0.4 243.84 15 0458 87.6 Path No: 4 S7 29 6.9 44.4 1 lx(us.Tee-Br)=5 51 120 41.4 Flex-72" 0444 31 44.4 1.049 5 0.5676 -0.9 56 31.8 0444 31 -15.3 1.25 3x(us.Tee-Br)=18 196.92 120 72.3 0456 30 29 1.38 2x(us.90)=6 24 0.0681 0.4 220.92 15 0456 87.8 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 21 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 5 0325 32.83 0 1.25 18.58 120 58.2 0002 32.83 3.4 1.38 0 0.0013 0 18.58 0.0 0002 58.2 Path No: 6 0277 30 0 1.25 4x(us.Tee-Br)=24 354.21 120 76.3 0459 30 18.3 1.38 lx(us.90)=3 27 0.029 0 381.21 11.1 0459 87.4 Path No: 7 0276 30 0 1.25 4x(us.Tee-Br)=24 370.29 120 76.5 0091 30 17.4 1.38 5x(us.90)=15 39 0.0264 0 409.29 10.8 0091 87.3 Path No: 8 0275 30 0 2 lx(us.Tee-Br)=10 7.79 120 76.6 0273 30 15.9 2.067 10 0.0031 0 17.79 0.1 0273 30 0 1.25 3x(us.Tee-Br)=18 409.39 120 76.7 0096 32.83 15.9 1.38 7x(us.90)=21 49 0.0222 -1.2 10x(us.45)=10 458.39 10.2 0096 32.83 7.9 1.25 lx(us.Tee-Br)=6 2.83 120 85.6 0094 30 23.8 1.38 6 0.0471 1.2 8.83 0.4 0094 30 0 2.5 4.22 120 87.3 0092 30 23.8 2.635 0 0.002 0 4.22 0 0092 87.3 Path No: 9 0386 32.83 0 1.25 lx(us.Tee-Br)=6 73.48 120 85.1 0096 32.83 7.9 1.38 8x(us.45)=8 _________12x(us.90)=6 20 0.0062 0 93.48 _______ 0.6 0096 85.6 Path No: 10 0934 31 0 1.25 2x(us.Tee-Br)=12 131.2 120 72.1 0278 30 16.5 1.38 12 0.0239 0.4 143.2 3.4 0278 76 Path No: 11 0444 31 0 1.25 2x(us.Tee-Br)=12 129.79 120 72.3 0279 30 15.3 1.38 12 0.0209 0.4 141.79 3 0279 75.7 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 22 Job: LA COSTA GLEN - BUILDING G (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/p51½) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to ahigh degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.48 ft/s occurs in the following pipe(s): (0444-S7) 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 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 23 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Device Graphs Pressure vs Flow Function Design Area. 2, Supply Ref SRC, Supply Name SRC on a F ovç gpm Pressure-Loss, Function. Design Area 2, BFP Ref 1448 Ames30068S Size= 6 Inlet Node BF-0-1; Outlet Nod . vi BF 00 Fbwpm.: File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 24 HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING G (PARKSIDE) Contract No. 434-989880901 City: CARLSBAD, CA 92008 Project Location: 7815 RUSH ROSE DRIVE Date: 10/10/2016 Contractor Information Name of Contractor: SIMPLEX GRINNEL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: pgalsimsimplexgrinnelI.com Name of Designer: P.GALSIM Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 3 Remote Area Location CORRIDOR CALC Occupancy Classification LIGHT HAZARD Density (gpm/ft2) 0.1 Area of Application (ft2) 1125 Coverage per Sprinkler (112) 225 Number of Calculated Sprinklers 5 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 214.2 Required Pressure at Source (psi) 90 Type of System Wet Volume - Entire System (gal) 552.6 gal Water Supply Information Date 4/18/201.6 Location LA COSTA GLEN - SUNCUP WAY Source SRC Notes 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 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 25 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 3 (Ontimi2d Hvr1raidin SimnIifirfl -- L. File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright ©2002-2012 Tyco Fire Protection Products Page 26 - Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: 3 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 I I I Total Demand I Required Pressure Node at Source (psi) Pressure I I I (gpm) I Pressure I I I (gpm) I (psi) (psi) (psi) SRC J 155 133 1790 154.9 214.2 90 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) 114.2 lnRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 114.2 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 83.9 BOR -Flow (gpm)' 114.2 Demand w/o System Pump(s) N/A File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 27 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: 3 - 11 1..OJ 14C0 19m: 77 FIow, gpiii: File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright© 2002-2012 Tyco Fire Protection Products Page 28 Job: LA COSTA GLEN - BUILDING G (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 Di Elevation Pressure 0 13.9 D2 System Demand 114.2 90 D3 System Demand + Add.Out.I-Iose 214.2 90 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 154.7 159.4 64.6 214.2 Supply; Safety Pressure 139.3 149.7 49.1 214.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S1O Overhead 225 5.6 0.1 22.5 16.1 0.1 22.5 16.1 Sprinkler Sil Overhead 225 5.6 0.1 22.5 16.1 0.101 22.7 16.4 Sprinkler S12 Overhead 225 5.6 0.1 22.5 16.1 0.1 22.5 16.2 Sprinkler S13 Overhead 225 5.6 0.1 22.5 16.1 0.104 23.4 17.5 Sprinkler Overhead 225 5.6 0.1 22.5 16.1 0.103 23.1 17 Sprinkler File: SP-101 Athc_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 29 Job: LA COSTA GLEN - BUILDING G (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 ft gpm/p511/2 gpm gpm ft gpm/ft2 psi psi psi gpm S10 Overhead Sprinkler 5.6 22.5 225 16.1 16.1 29 HEAD Open 0 0.1 -13.9 22.5 Sil Overhead Sprinkler 5.6 22.7 225 16.4 16.1 27.67 HEAD Open 0.2 0.101 -13.3 22.5 S12 Overhead Sprinkler 5.6 22.5 225 16.2 16.1 29 HEAD Open 0.0 0.1 -13.9 22.5 S13 Overhead Sprinkler 5.6 23.4 225 17.5 16.1 27.67 HEAD Open 0.9 0.104 -13.3 22.5 S9 Overhead Sprinkler 5.6 23.1 225 17 16.1 27.67 HEAD Open 0.6 0.103 -13.3 22.5 0003 Node 25.8 31 NODE -14.7 0091 Node 66-.7 30 NODE -14.3 0092 Node 66.7 30 NODE -14.3 0094 Node 66.7 30 NODE -14.3 0096 Node 65.5 32.83 NODE -15.5 0273 Node 63.6 30 NODE -14.3 0275 Node 63.5 30 NODE -14.3 0276 Node 63.5 30 NODE -14.3 0277 Node 63.5 30 NODE -14.3 0278 Node 63.5 30 NODE -14.3 0279 Node 63.6 30 NODE -14.3 0280 Node 63.6 30 NODE -14.3 0386 Node 65.8 32.83 NODE -15.5 0456 Node 67.2 30 NODE -14.3 0457 Node 67.3 30 NODE -14.3 0458 Node 66.9 30 NODE -14.3 0459 Node 66.7 30 NODE -14.3 0460 Node 67.2 30 NODE -14.3 0850 Node 25 31 NODE -14.7 0851 Node 24.3 31 NODE -14.7 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 TYCO Fire Protection Products Page 30 Job: LA COSTA GLEN - BUILDING G (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/ si½ gp p gpm ft psi psi ft gpm gpm/ft2 psi gpm 0852 Node 24.2 31 NODE -14.7 0853 Node 24.4 31 NODE -14.7 BF-O-I Node 87.8 2 NODE -2.2 BF-0-0 Node 83.4 2 NODE -2.2 BOR Node 83.9 0.5 NODE -1.5 UG1 Node 90 -3 NODE 0 UG2 Node 85.6 -3 NODE 0 UG3 Node 85.5 -3 NODE 0 SRC Supply -114.2 90 -3 SUPPLY . 0 File: SP-101 Attic1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 31 Job: LA COSTA GLEN - BUILDING G (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 510 29 5.6 22.5 1 lx(us.Tee-Br)=5 51 120 16.1 Flex-72" 0851 31 22.5 1.049 5 0.1613 -0.9 56 9 0851 31 10.4 1.25 8.17 120 24.3 0850 31 32.9 1.38 0 0.0856 0 8.17 0.7 0850 31 23.1 1.25 2x(us.Tee-Br)=12 153.92 120 25 0277 30 55.9 1.38 12 0.2291 0.4 165.92 38 0277 30 -26.2 2 7.75 120 63.5 0278 30 29.8 2.067 0 0.01 0 7.75 0.1 0278 30 -9.5 2 10.25 120 63.5 0279 30 20.3 2.067 0 0.0049 0 10.25 0.1 0279 30 -10 1.25 5x(us.Tee-Br)=30 326.71 120 63.6 0456 30 10.3 1.38 2x(us.90)=6 36 0.01 0 362.71 3.6 0456 30 15.8 2.5 lx(us.Tee-Br)=16.47 8.58 120 67.2 0457 30 26 2.635 16.47 0.0024 0 25.06 0.1 0457 30 88.2 2.5 lx(coupling)=1.37 71.02 120 67.3 BOR 0.5 114.2 2.635 4x(us.90)=32.95 34.32 0.0368 12.8 105.34 3.9 1 BOR 0.5 0 6 lx(coupling)=1.73 10 140 83.9 UG3 -3 114.2 6.4 lx(us.90)=24.19 25.92 0.0004 1.5 35.92 0.0 UG3 -3 0 6 6x(us.90)=118.44 151.5 150 85.5 UG2 -3 114.2 5.98 118.44 0.0005 0 269.94 0.1 UG2 -3 0 6 2.33 140 85.6 BF-0-0 2 114.2 6.4 0 0.0004 -2.2 2.33 0 BF-0-0 2 0 6 5.37 0 83.4 Ames3000SS BF-O-I 2 114.2 0 0 0.8098 0- ______ 5.37 4.4 BF-O-I 2 0 6 2x(us.90)=48.39 7.71 140 87.8 UG1 -3 114.2 6.4 48.39 0.0004 2.2 56.09 0.0 UG1 -3 0 6 30.08 150 90 SRC -3 114.2 5.98 0 0.0005 0 30.08 0.0 SRC 90 File: SP-101 Attic_1.j_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 32 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 2 S12 29 5.6 22.5 1 lx(us.Tee-Br)=5 51 120 16.2 Flex-72 0853 31 22.5 1.049 5 0.1616 -0.9 56 9 0853 31 12.3 1.25 15.08 120 24.4 0003 31 34.9 1.38 0 0.0954 0 15.08 1.4 0003 31 23.4 1.25 2x(us.Tee-Br)=12 148.71 120 25.8 0459 30 58.3 1.38 lx(us.90)=3 15 0.2473 0.4 163.71 40.5 0459 30 20.4 2.5 8.25 120 66.7 0458 30 78.7 2.635 0 0.0185 0 8.25 0.2 0458 30 9.5 2.5 lx(us.Tee-Br)=16.47 1 120 66.9 0457 30 88.2 2.635 16.47 0.0228 0 17.47 0.4 0457 67.3 Path No: 3 Sli 27.67 5.6 22.7 1 lx(us.Tee-Br)=5 51 120 16.4 Flex-72" 0852 31 22.7 1.049 5 0.1639 -1.4 56 9.2 0852 31 -10.4 1.25 14 120 24.2 0853 31 12.3 1.38 0 0.0139 0 14 0.2 0853 24.4 Path No: 4 S9 27.67 5.6 23.1 1 lx(us.Tee-Br)=5 51 120 17 Flex-72 0850 31 23.1 1.049 5 0.169 -1.4 56 9.5 0850 25 Path No: 5 S13 27.67 5.6 23.4 1 lx(us.Tee-Br)=5 51 120 17.5 Flex-72 0003 31 23.4 1.049 5 0.1739 -1.4 56 9.7 0003 25.8 File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 33 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 6 0277 30 0 2 7.25 120 63.5 0276 30 26.2 2.067 0 0.0078 0 7.25 0.1 0276 30 -9 2 8.17 120 63.5 0275 30 17.2 2.067 0 0.0036 0 8.17 0.0 0275 30 -8.4 1.25 4x(us.Tee-Br)=24 389.96 120 63.5 0092 30 8.7 1.38 5x(us.90)=15 39 0.0073 0 428.96 3.2 0092 30 2.7 2.5 8.17 120 66.7 0091 30 11.4 2.635 0 0.0005 0 8.17 0 0091 30 9 2.5 7.17 120 66.7 0459 30 20.4 2.635 0 0.0015 0 7.17 0.0 0459 66.7 Path No: 7 0278 30 0 1.25 4x(us.Tee-Br)=24 348.04 120 63.5 0458 30 9.5 1.38 5x(us.90)=15 39 0.0086 0 387.04 3.3 0458 66.9 Path No: 8 0279 30 0 2 lx(us.Tee-Br)=10 4.81 120 63.6 0280 30 10 2.067 10 0.0013 0 14.81 0.0 0280 30 0 1.25 3x(us.Tee-Br)=18 327.75 120 63.6 0386 32.83 10 1.38 4x(us.90)=12 34 0.0094 -1.2 4x(us.45)=4 361.75 3.4 0386 32.83 5.8 1.25 lx(us.Tee-Br)=6 2.83 120 65.8 0460 30 15.8 1.38 6 0.0219 1.2 8.83 0.2 0460 30 0 2.5 5.34 120 67.2 0456 30 15.8 2.635 0 0.0009 0 5.34 0 0456 67.2 Path No: 9 0852 31 0 1.25 14.33 120 24.2 0851 31 10.4 1.38 0 0.0101 0 14.33 0.1 0851 24.3 Path No: 10 0276 30 0 1.25 4x(us.Tee-Br)=24 370.29 120 63.5 0091 30 9 1.38 5x(us.90)=15 39 0.0078 0 409.29 3.2 0091 66.7 File: SP-101 AUic_1_13790.sv$ Date 10110/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 34 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations PIPE INFORMATION Path No: 11 0275 30 0 2 lx(us.Tee-Br)=10 7.79 120 63.5 0273 30 8.4 2.067 10 0.001 0 17.79 0.0 0273 30 0 1.25 7x(us.90)=21 409.39 120 63.6 0096 32.83 8.4 1.38 10x(us.45)=10 43 0.0069 -1.2 2x(us.Tee-Br)=12 452.39 3.1 0096 32.83 -2.7 1.25 lx(us.Tee-Br)=6 73.48 120 65.5 0386 32.83 5.8 1.38 8x(us.45)=8 20 0.0034 0 2x(us.90)=6 1 93.48 _______ 0.3 0386 65.8 Path No: 12 0096 32.83 0 1.25 2x(us.Tee-Br)=12 2.83 120 65.5 0094 30 2.7 1.38 12 0.0008 1.2 14.83 0.0 0094 30 0 2.5 4.22 120 66.7 0092 30 2.7 2.635 0 0.0000 0 4.22 0 0092 66.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 12.5 ft/s occurs in the following pipe(s): (0459-0003) 'K'I 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 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 35 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Device Graphs CD CD C5 Flow, qprn Pressure Loss Function Design Area. 3 BFP Ref 1449 (Ames3000SS, Size = 6), Inlet Node BF-O I, Outlet Node BF 0 C) F low, g pin File: SP-101 Attic_1_1_3790.sv$ Date 10/10/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 36 HYDRAULIC CALCULATIONS for Job Information - - Project Name: LA COSTA GLEN - BUILDING G (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92008 Project Location: 7815 RUSH ROSE DRIVE Date: 7/21/2016 Contractor Information Name of Contractor: SIMPLEX GRINNEL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: pgalsim@simplexgrinnell.com Name of Designer: P.GALSIM Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name 4 Remote Area Location UNIT #310 Occupancy Classification LIGHT HAZARD Density (gpm/ft2) 0.1 Area of Application (f12) . 0 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) 228.9 Required Pressure at Source (psi) 1133 Type of System Volume - Entire System (gal) Water Supply Information Date Location 541.8 gal 4/18/2016 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: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 4 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Spririkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page - Job: LA COSTA GLEN - BUILDING G (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 Residual Static Pressure I I I Flow I Available I I I Total Demand I Required Pressure Node at Source I (psi) I Pressure I I ) I (gpm) I I Pressure I I (gpm) I (psi) (psi) (psi) I I SRC 155 133 1790 154.8 228.9 113.3 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) 128.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow (gpm) 128.9 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 107.4 BOR -Flow (gpm) 128.9 Demand w/o System Pump(s) N/A File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job: LA COSTA GLEN - BUILDING G (PARKS IDE) Hydraulic Analysis for: 4 Supply • Supply; Safety Pressure System Demand * Add Out. Hose 200 ------ 180 16 - ___- r __ i - )Jj [ 130.434 CL 140__ 12 1001:1 80- 6oTT , 4,Q. (D1 201 0 ------------- _________ 0 500600700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Flow, gpm File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg Date 7/21/2016 G Unit 310 AttiC.tyc3 Page 4 Copyright © 2002.2012 Tyco Fire Protection Products Job: LA COSTA GLEN - BUILDING G (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 0 15.5 D2 System Demand 128.9 113.3 D3 System Demand + Add.Out.Hose 228.9 113.3 Curve Intersections & Safety Margins Curve Name Intersection I I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 154.8 I 156 I 41.2 228.9 Supply; Safety Pressure 139.3 146.4 25.8 228.9 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) H3 Overhead Sprinkler 250 5.6 0.1 25 20 0.101 25.2 20.3 H4 Overhead 250 5.6 0.1 25 20 0.1 25 20 Sprinkler SD14 Overhead Sprinkler 250 5.6 0.1 25 20 0.105 26.4 22.1 SD1S Overhead Sprinkler 250 5.6 0.1 25 20 0.104 26.1 21.7 SD16 Overhead Sprinkler 250 5.6 0.1 25 20 0.104 26.1 21.7 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdisci-targe Density Elev. Pres. Req. Discharge gpm/p5i½ gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0011 Node 30 32.83 NODE -15.5 0012 Node 31.5 32.83 NODE -15.5 0023 Node 40.7 32.83 NODE -15.5 0024 Node 41.6 32.83 NODE -15.5 0028 Node 44 32.83 NODE -15.5 0030 Node 44.4 32.83 NODE -15.5 0036 Node 48.3 32.83 NODE -15.5 0051 Node 57 32.83 INODE -15.5 0053 Node 57.4 32.83 NODE -15.5 0068 Node 69.8 32.83 NODE -15.5 0070 Node 70.2 32.83 NODE -15.5 0071 Node 71.5 32.83 INODE -15.5 0085 Node 88.6 31 NODE -14.7 0091 Node 89.2 30 NODE -14.3 0092 Node 89.1 30 INODE -14.3 0094 Node 89.1 30 NODE -14.3 0095 Node 86.2 32.83 NODE -15.5 0096 Node 86 32.83 INODE -15.5 0098 Node 86.2 32.83 NODE -15.5 0104 Node 86.6 32.83 NODE -15.5 0106 Node 86.7 32.83 INODE -15.5 0108 Node 86.8 32.83 NODE -15.5 0114 Node 87.1 32.83 NODE -15.5 0116 Node 87.2 32.83 NODE -15.5 0118 Node 87.4 32.83 NODE -15.5 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: LA COSTA GLEN - BUILDING G (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 0122 Node 87.6 32.83 NODE -15.5 0124 Node 87.6 32.83 NODE -15.5 0154 Node 86.4 32.83 NODE -15.5 0165 Node 85.9 32.83 NODE -15.5 0167 Node 85.8 32.83 NODE -15.5 0169 Node 85.8 32.83 NODE -15.5 0204 Node 83.8 32.83 INODE -15.5 0205 Node 83.7 32.83 NODE -15.5 0216 Node 83.6 32.83 NODE -15.5 0218 Node 83.6 32.83 INODE -15.5 0220 Node 83.5 32.83 NODE -15.5 0233 Node 78.4 32.83 NODE -15.5 0273 Node 83 30 INODE -14.3 0275 Node 83.4 30 NODE -14.3 0276 Node 83.7 30 NODE -14.3 0277 Node 83.9 30 NODE -14.3 0278 Node 84 30 NODE -14.3 0279 Node 84.1 30 NODE -14.3 0280 Node 84.1 30 NODE -14.3 0282 Node 83 32.83 NODE -15.5 0290 Node 64.7 32.83 NODE -15.5 0291 Node 64.1 32.83 NODE -15.5 0292 Node 62.6 32.83 INODE -15.5 0319 Node 24.6 32.83 NODE -15.5 0320 Node 22.4 32.83 NODE -15.5 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Athctyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: LA COSTA GLEN - BUILDING G (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 ft gpm/psil/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm 0321 Node 21.9 32.83 NODE -15.5 0334 Node 21.9 32.83 NODE -15.5 0386 Node 87.9 32.83 NODE -15.5 0448 Node 86 31 NODE -14.7 0452 Node 86.2 31 INODE -14.7 0453 Node 86.8 31 NODE -14.7 0455 Node 88.7 31 NODE -14.7 0456 Node 89.7 30 NODE -14.3 0457 Node 89.8 30 NODE -14.3 0458 Node 89.4 30 NODE -14.3 0459 Node 89.2 30 NODE -14.3 0460 Node 89.6 30 NODE -14.3 0472 Node 87.5 31 NODE -14.7 0473 Node 87.6 31 NODE -14.7 0512 Node 87.4 31 NODE -14.7 0513 Node 83.7 31 NODE -14.7 0521 Node 86.7 31 NODE -14.7 0522 Node 86.6 31 NODE -14.7 0537 Node 88.9 31 NODE -14.7 0613 Node 83.8 31 NODE -14.7 0629 Node 91 30 NODE -14.3 0630 Node 103.5 8.5 NODE -5 0631 Node 109 -3 NODE 0 0632 Node 109 -3 NODE 0 0633 Node 109 -3 NODE 0 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: LA COSTA GLEN BUILDING G (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 0634 Node 109 -3 NODE 0 0635 Node 109.1 -3 NODE 0 0636 Node 106.9 2 NODE -2.2 0662 Node 87.4 31 INODE -14.7 0663 Node 87.3 31 NODE -14.7 0665 Node 87.1 31 NODE -14.7 0673 Node 86.4 31 INODE -14.7 0674 Node 86.3 31 NODE -14.7 0692 Node 91.5 30 NODE -14.3 0693 Node 102.2 8.5 INODE -5 0696 Node 109 -3 NODE 0 0701 Node 89.1 31 NODE -14.7 0769 Node 83.9 31 NODE -14.7 0813 Node 87 31 NODE -14.7 0890 Node 87.6 31 NODE -14.7 0891 Node 87.6 31 NODE -14.7 0908 Node 86.9 31 NODE -14.7 0910 Node 86.4 31 NODE -14.7 0911 Node 86.3 31 NODE -14.7 0962 Node 83.5 31 NODE -14.7 0973 Node 83.2 31 NODE -14.7 1041 Node 88.6 31 NODE -14.7 BF Node 111.1 2 NODE -2.2 BF-0-I Node 111.1 2 NODE -2.2 BF-0-0 Node 106.9 2 NODE -2.2 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: LA COSTA GLEN - BUILDING G (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/p511/2 m ft2 psi psi ft gpm gpm/ft2 psi gpm BOR Node 107.4 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 26.4 250 22.1 20 32.83 HEAD Open 1.4 0.105 -15.5 25 SD15 Overhead Sprinkler 5.6 26.1 250 21.7 20 32.83 HEAD Open 1.1 0.104 -15.5 25 SD16 Overhead Sprinkler 5.6 26.1 250 21.7 20 32.83 HEAD Open 1.1 0.104 -15.5 25 SRC Supply -128.9 113.3 -3 SUPPLY 0 UG1 Node 113.3 -3 NODE 0 UG2 Node 109.1 -3 NODE 0 UG3 Node 109 -3 NODE 0 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 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 2.29 120 20.3 0334 32.83 50.3 1.38 6 0.1881 0 8.29 1.6 0334 32.83 23.5 1.25 lx(us.45)=1 0.37 120 21.9 0320 32.83 73.8 1.38 1 0.3825 0 1.37 0.5 0320 32.83 0 1.25 lx(us.90)=3 2.76 120 22.4 0319 32.83 73.8 1.38 3 0.3825 0 5.76 2.2 0319 32.83 0 1.25 lx(us.90)=3 96.45 120 24.6 0292 32.83 73.8 1.38 3 0.3825 0 99.45 38 0292 32.83 0 1.25 lx(us.45)=1 2.75 120 0291 32.83 73.8 1.38 1 0.3825 62.61 0 3.75 1.4 0291 32.83 0 1.25 lx(us.45)=1 0.77 120 64.1 0290 32.83 73.8 1.38 1 0.3825 0 1.77 0.7 0290 32.83 0 1.25 lx(us.Tee-Br)=6 29.71 120 64.7 0233 32.83 73.8 1.38 6 0.3825 0 35.71 13.7 0233 32.83 0 1.25 lx(us.Tee-Br)=6 2.83 120 78.4 0273 30 73.8 1.38 6 0.3825 1.2 8.83 3.4 0273 30 0 2 7.79 120 83 0275 30 73.8 2.067 0 0.0535 0 7.79 0.4 0275 30 -12 2 8.17 120 83.4 0276 30 61.8 2.067 0 0.0385 0 8.17 0.3 0276 30 -12 2 7.25 120 83.7 0277 30 49.8 2.067 0 0.0258 0 7.25 0.2 0277 30 -12.3 2 7.75 120 83.9 0278 30 37.5 2.067 0 0.0152 0 7.75 0.1 0278 30 -12.3 2 10.25 120 84 0279 30 25.2 2.067 0 0.0073 0 10.25 0.1 0279 30 -12.2 1.25 2x(us.Tee-Br)=12 1 120 84.1 0769 31 13 1.38 12 0.0153 -0.4 13 0.2 0769 31 0 1.25 lx(us.90)=3 173.29 120 83.9 0522 31 13 1.38 3 0.0153 0 176.29 2.7 0522 31 0 1.25 lx(us.90)=3 4.17 120 86.6 0521 31 13 1.38 3 0.0153 0 7.17 0.1 0521 31 0 1.25 lx(us.Tee-Br)=6 43.38 120 86.7 0512 31 13 1.38 6 0.0153 0 49.38 0.8 © 2006 National Fire Protection Association Page 11 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) 0512 31 0 1.25 lx(us.Tee-Br)=6 103.87 120 87.4 0701 31 13 1.38 6 0.0153 0 109.87 1.7 0701 31 0 1.25 lx(us.Tee-Br)=6 1 120 89.1 0456 30 13 1.38 6 0.0153 0.4 7 0.1 0456 30 27.3 2.5 lx(us.Tee-Br)=16.47 8.58 120 89.7 0457 30 40.2 2.635 16.47 0.0053 0 25.06 0.1 0457 30 88.6 2.5 lx(us.90)=8.24 19.08 120 89.8 0629 30 128.9 2.635 8.24 0.046 0 27.31 1.3 0629 30 0 2.5 lx(us.90)=8.24 1.44 120 91 0692 30 128.9 2.635 8.24 0.046 0 9.68 0.4 0692 30 0 2.5 lx(us.90)=8.24 21.5 120 91.5 0693 8.5 128.9 2.635 8.24 0.046 9.3 29.74 1.4 0693 8.5 0 2.5 lx(us.90)=8.24 21 120 102.2 0630 8.5 128.9 2.635 8.24 0.046 0 29.24 1.3 0630 8.5 0 2.5 lx(coupling)=1.37 8 120 103.5 BOR 0.5 128.9 2.635 1.37 0.046 3.5 9.37 0.4 BOR 0.5 0 6 lx(us.90)=24.19 3.5 140 107.4 0696 -3 128.9 6.4 24.19 0.0005 1.5 27.69 0.0 0696 -3 0 6 lx(coupling)=1.73 6.5 140 109 UG3 -3 128.9 6.4 1.73 0.0005 0 8.23 0 UG3 -3 0 6 lx(us.90)=19.74 8.5 150 109 0631 -3 128.9 5.98 19.74 0.0006 0 28.24 0.0 0631 -3 0 6 lx(us.90)=19.74 55 150 109 0632 -3 128.9 5.98 19.74 0.0006 0 74.74 0.0 0632 -3 0 6 lx(us.90)=19.74 13 150 109 0633 -3 128.9 5.98 19.74 0.0006 0 32.74 0.0 0633 -3 0 6 lx(us.90)=19.74 9 150 109 0634 -3 128.9 5.98 19.74 0.0006 0 28.74 0.0 0634 -3 0 6 lx(us.90)=19.74 57 150 109 0635 -3 128.9 5.98 19.74 0.0006 0 76.74 0.0 0635 -3 0 6 lx(us.90)=19.74 9 150 109.1 UG2 -3 128.9 5.98 19.74 0.0006 0 28.74 0.0 UG2 -3 0 6 5 140 109.1 0636 2 128.9 6.4 0 0.0005 -2.2 5 0 0636 2 0 6 -2.67 140 106.9 BF-O-O 2 128.9 6.4 0 0 0 -2.67 0 © 2006 National Fire Protection Association Page 12 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) BF-0-0 2 0 6 5.38 0 106.9 Ames3000SS BF-0-1 2 128.9 0 0 0.772 0 *** 5.38 4.1 BF-O-I 2 0 6 lx(us.90)=24.19 2.71 140 111.1 BF 2 128.9 6.4 24.19 0.0005 0 26.9 0.0 BF 2 0 6 lx(us.90)=24.19 5 140 111.1 UG1 -3 128.9 6.4 24.19 0.0005 2.2 29.19 0.0 UG1 -3 0 6 30.08 150 113.3 SRC -3 128.9 5.98 0 0.0006 0 30.08 0.0 SD16 32.83 5.6 26.1 1.25 lx(us.45)=1 1.55 120 21.7 0321 32.83 23.5 1.38 1 0.0459 0 2.55 0.1 0321 32.83 0 1.25 0.38 120 21.9 0334 32.83 23.5 1.38 0 0.0459 0 0.38 0.0 SD16 32.83 5.6 26.1 1.25 6 120 21.7 SD15 32.83 5.6 2.6 1.38 0 0.0008 0 6 0 SD15 32.83 5.6 26.1 1.25 6 120 21.7 5D14 32.83 5.6 28.7 1.38 0 0.0667 0 6 0.4 SD14 32.83 5.6 26.4 1.25 lx(us.Tee-Br)=6 29.21 120 22.1 0011 32.83 55.1 1.38 6 0.2227 0 35.21 7.8 0011 32.83 0 1.25 lx(us.90)=3 4 120 30 0012 32.83 55.1 1.38 3 0.2227 0 71 1.6 0012 32.83 0 1.25 lx(us.90)=3 38.3 120 31.5 0023 32.83 55.1 1.38 3 0.2227 0 41.3 9.2 0023 32.83 0 1.25 lx(us.90)=3 0.71 120 40.7 0024 32.83 55.1 1.38 3 0.2227 0 3.71 0.8 0024 32.83 0 1.25 lx(us.45)=1 9.83 120 41.6 0028 32.83 55.1 1.38 1 0.2227 0 10.83 2.4 0028 32.83 0 1.25 lx(us.45)=1 0.77 120 44 0030 32.83 55.1 1.38 1 0.2227 0 1.77 0.4 0030 32.83 0 1.25 lx(us.90)=3 14.46 120 44.4 0036 32.83 55.1 1.38 3 0.2227 0 17.46 3.9 0036 32.83 0 1.25 lx(us.45)=1 38.12 120 48.3 0051 32.83 55.1 1.38 1 0.2227 0 39.12 8.7 0051 32.83 0 1.25 lx(us.45)=1 0.77 120 57 0053 32.83 55.1 1.38 1 0.2227 0 1.77 0.4 0053 32.83 0 1.25 lx(us.45)=1 54.87 120 57.4 0068 32.83 55.1 1.38 1 0.2227 0 55.87 12.4 © 2006 National Fire Protection Association Page 13 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) 0068 32.83 0 1.25 lx(us.45)=1 0.76 120 69.8 0070 32.83 55.1 1.38 1 0.2227 0 1.76 0.4 0070 32.83 0 1.25 lx(us.90)=3 2.76 120 70.2 0071 32.83 55.1 1.38 3 0.2227 0 5.76 1.3 0071 32.83 0 1.25 65.26 120 71.5 0096 32.83 55.1 1.38 0 0.2227 0 65.26 14.5 0096 32.83 -15 1.25 2x(us.Tee-Br)=12 2.83 120 86 0094 30 40.1 1.38 12 0.1234 1.2 14.83 1.8 0094 30 0 2.5 4.22 120 89.1 0092 30 40.1 2.635 0 0.0053 0 4.22 0.0 0092 30 12 2.5 8.17 120 89.1 0091 30 52 2.635 0 0.0086 0 8.17 0.1 0091 30 12 2.5 7.17 120 89.2 0459 30 64 2.635 0 0.0126 0 7.17 0.1 0459 30 12.3 2.5 8.25 120 89.2 0458 30 76.4 2.635 0 0.0175 0 8.25 0.1 0458 30 12.3 2.5 lx(us.Tee-Br)= 16.47 1 120 89.4 0457 30 88.6 2.635 16.47 0.023 0 17.47 0.4 0275 30 0 1.25 2x(us.Tee-Br)=12 1 120 83.4 0973 31 12 1.38 12 0.0132 -0.4 13 0.2 0973 31 0 1.25 lx(us.90)=3 213.75 120 83.2 0448 31 12 1.38 3 0.0132 0 216.75 2.9 0448 31 0 1.25 lx(us.90)=3 12.92 120 86 0452 31 12 1.38 3 0.0132 0 15.92 0.2 0452 31 0 1.25 lx(us.90)=3 38.58 120 86.2 0453 31 12 1.38 3 0.0132 0 41.58 0.5 0453 31 0 1.25 lx(us.90)=3 51.92 120 86.8 0472 31 12 1.38 3 0.0132 0 54.92 0.7 0472 31 0 1.25 lx(us.90)=3 2.5 120 87.5 0473 31 12 1.38 3 0.0132 0 5.5 0.1 0473 31 0 1.25 lx(us.Tee-Br)=6 68.29 120 87.6 1041 31 12 1.38 6 0.0132 0 74.29 1 1041 31 0 1.25 lx(us.Tee-Br)=6 1 120 88.6 0092 30 12 1.38 6 0.0132 0.4 7 0.1 0276 30 0 1.25 2x(us.Tee-Br)=12 1 120 83.7 0962 31 12 1.38 12 0.0132 -0.4 131 1 0.2 © 2006 National Fire Protection Association Page 14 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number:____________________ 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) 0962 31 0 1.25 lx(us.90)=3 213.33 120 83.5 0911 31 12 1.38 3 0.0132 0 216.33 2.9 0911 31 0 1.25 lx(us.90)=3 5.25 120 86.3 0910 31 12 1.38 3 0.0132 0 8.25 0.1 0910 31 0 1.25 lx(us.90)=3 29.17 120 86.4 0908 31 12 1.38 3 0.0132 0 32.17 0.4 0908 31 0 1.25 lx(us.90)=3 51.42 120 86.9 0891 3.1 12 1.38 3 0.0132 0 54.42 0.7 0891 31 0 1.25 lx(us.90)=3 0.83 120 87.6 0890 31 12 1.38 3 0.0132 0 3.83 0.1 0890 31 0 1.25 lx(us.Tee-Br)=6 68.29 120 87.6 0085 31 12 1.38 6 0.0132 0 74.29 1 0085 31 0 1.25 lx(us.Tee-Br)=6 1 120 88.6 0091 30 12 1.38 6 0.0132 0.4 7 0.1 0277 30 0 1.25 2x(us.Tee-Br)=12 1 120 83.9 0513 31 12.3 1.38 12 0.0139 -0.4 13 0.2 0513 31 0 1.25 lx(us.90)=3 234.5 120 83.7 0813 31 12.3 1.38 3 0.0139 0 237.5 3.3 0813 31 0 1.25 lx(us.Tee-Br)=6 117.71 120 87 0455 31 12.3 1.38 6 0.0139 0 123.71 1.7 0455 31 0 1.25 lx(us.Tee-Br)=6 1 120 88.7 0459 30 12.3 1.38 6 0.0139 0.4 7 0.1 0278 30 0 1.25 2x(us.Tee-Br)=12 1 120 84 0613 31 12.3 1.38 12 0.0138 -0.4 13 0.2 0613 31 0 1.25 lx(us.90)=3 179.29 120 83.8 0674 31 12.3 1.38 3 0.0138 0 182.29 2.5 0674 31 0 1.25 lx(us.90)=3 1.17 120 86.3 0673 31 12.3 1.38 3 0.0138 0 4.17 0.1 0673 31 0 1.25 lx(us.90)=3 50.71 120 86.4 0665 31 12.3 1.38 3 0.0138 0 53.71 0.7 0665 31 0 1.25 lx(us.90)=3 10.29 120 87.1 0663 31 12.3 1.38 3 0.0138 0 13.29 0.2 0663 31 0 1.25 lx(us.90)=3 3.75 120 87.3 0662 31 12.3 1.38 3 0.0138 0 6.75 0.1 0662 31 0 1.25 lx(us.Tee-Br)=6 100.83 120 87.4 0537 31 12.3 1.38 6 0.0138 0 106.831 1.5 © 2006 National Fire Protection Association Page 15 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 0537 31 0 1.25 lx(us.Tee-Br)=6 1 120 88.9 0458 30 12.3 1.38 6 0.0138 0.4 7 0.1 0279 30 0 2 lx(us.Tee-Br)=10 4.81 120 84.1 0280 30 12.2 2.067 10 0.0019 0 14.81 0.0 0280 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 84.1 0282 32.83 12.2 1.38 6 0.0137 -1.2 8.83 0.1 0282 32.83 0 1.25 lx(us.90)=3 30.16 120 83 0220 32.83 12.2 1.38 3 0.0137 0 33.16 0.5 0220 32.83 0 1.25 lx(us.45)=1 3.92 120 83.5 0218 32.83 12.2 1.38 1 0.0137 0 4.92 0.1 0218 32.83 0 1.25 lx(us.45)=1 0.77 120 83.6 0216 32.83 12.2 1.38 1 0.0137 0 1.77 0.0 0216 32.83 0 1.25 lx(us.Tee-Br)=6 3.75 120 83.6 0205 32.83 12.2 1.38 6 0.0137 0 9.751 0.1 0205 32.83 0 1.25 lx(us.90)=3 4 120 83.7 0204 32.83 12.2 1.38 3 0.0137 0 7 0.1 0204 32.83 0 1.25 lx(us.45)=1 140.31 120 83.8 0169 32.83 12.2 1.38 1 0.0137 0 141.31 1.9 0169 32.83 0 1.25 lx(us.45)=1 0.77 120 85.8 0167 32.83 12.2 1.38 1 0.0137 0 1.77 0.0 0167 32.83 0 1.25 lx(us.90)=3 5.12 120 85.8 0165 32.83 12.2 1.38 3 0.0137 0 8.12 0.1 0165 32.83 0 1.25 lx(us.90)=3 36.02 120 85.9 0154 32.83 12.2 1.38 3 0.0137 0 39.02 0.5 0154 32.83 0 1.25 lx(us.Tee-Br)=6 100.1 120 86.4 0386 32.83 12.2 1.38 6 0.0137 0 106.1 1.5 0386 32.83 15 1.25 lx(us.Tee-Br)=6 2.83 120 87.9 0460 30 27.3 1.38 6 0.0605 1.2 8.83 0.5 0460 30 0 2.5 5.34 120 89.6 0456 30 27.3 2.635 0 0.0026 0 5.34 0.0 0096 32.83 0 1.25 lx(us.45)=1 8.55 120 86 0095 32.83 15 1.38 1 0.0201 0 9.55 0.2 0095 32.83 0 1.25 lx(us.45)=1 0.77 120 86.2 0098 32.83 15 1.38 1 0.0201 0 1.77 0.0 0098 32.83 0 1.25 lx(us.90)=3 15.29 120 86.2 0104 32.83 15 1.38 3 0.0201 0 18.29 0.4 © 2006 National Fire Protection Association Page 16 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) (It) (gpm/psil/2) (gpm) (in) (ft) (It) (psi) (psi) 0104 32.83 0 1.25 lx(us.45)=1 6.37 120 86.6 0106 32.83 15 1.38 1 0.0201 0 7.37 0.1 0106 32.83 0 1.25 lx(us.45)=1 0.77 120 86.7 0108 32.83 15 1.38 1 0.0201 0 1.77 0.0 0108 32.83 0 1.25 lx(us.45)=1 16.88 120 86.8 0114 32.83 15 1.38 1 0.0201 0 17.88 0.4 0114 32.83 0 1.25 lx(us.45)=1 0.76 120 87.1 0116 32.83 15 1.38 1 0.0201 0 1.76 0.0 0116 32.83 0 1.25 lx(us.90)=3 8.89 120 87.2 0118 32.83 15 1.38 3 0.0201 0 11.89 0.2 0118 32.83 0 1.25 lx(us.45)=1 8.39 120 87.4 0122 32.83 15 1.38 1 0.0201 0 9.39 0.2 0122 32.83 0 1.25 lx(us.45)=1 0.75 120 87.6 0124 32.83 15 1.38 1 0.0201 0 1.75 0.0 0124 32.83 0 1.25 lx(us.Tee-Br)=6 6.05 120 87.6 0386 32.83 15 1.38 6 0.0201 0 12.05 0.2 * Discharge shown for flowing nodes only © 2006 National Fire Protection Association Page 17 U) 0. Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: SRC; Supply Name:SRC C C C C C C C C C C C C C C C C C C C Os N In SO N In 05 C In N Flow, gpm Pressure Loss Function Design Area: 4; BFP Ref.: 1432 (Ames3000SS, Size = 6); Inlet Node: BF-0-1; Outlet Node: BF-0-0 C C C C C C C C C C C C C C C C C C C C C C C C C C C 0 C 0 C — N N In In 10 N In Os C — C N In In Flow, gpm File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 4 - Bldg G Unit 310 Attic.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 18 HYDRAULIC CALCULATIONS for Job Information Project Name: LA COSTA GLEN - BUILDING G (PARKSIDE) Contract No. : 434-989880901 City: CARLSBAD, CA 92008 Project Loction: 7815 RUSH ROSE DRIVE Date: 7/21/2016 Contractor Information Name of Contractor: SIMPLEX GRINNEL Address: 12728 SHOEMAKER AVE. City: SANTA FE SPRINGS, CA 90670 Phone Number: 562-405-3800 E-mail: pgalsim@simplexgrinnell.com Name of Designer: P.GALSIM Authority Having Jurisdiction: CARLSBAD FIRE PREVENTION DIVISION Design Remote Area Name . Remote Area Location ATTIC SPACE Occupancy Classification LIGHT HAZARD Density (gpm/tt2) 0.108 Area of Application (ft2) 1500 Coverage per Sprinkler (f12) 150 Number of Calculated Sprinklers 18 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 471.7 Required Pressure at Source (psi) ' 128.5 Type of System Wet Volume - Entire System (gal) 542.5 gal Water Supply Information Date 4/18/2016 Location LA COSTA GLEN - SUNCUP WAY Source SRC Notes File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 5 Date 7/21/2016 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Spririkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Copyright © 2002-2012 Tyco Fire Protection Products Page - Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: 5 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (Ib.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 Residual Static Pressure I I I Flow I I Available I I Total Demand I Required Pressure Node at Source I (psi) I I Pressure I I ) (gpm) I Pressure I I (gpm) I (psi) (psi) (psi) I SRC 155 133 1790 153.8 471.7 128.5 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) 371.7 lnRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow (gpm) 371.7 Other Required Margin of Safety (%) 10 BOR - Pressure (psi) 123.4 BOR -Flow (gpm) 371.7 Demand w/o System Pump(s) N/A File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Analysis for: 5 Supply • Supply Safety Pressure O System Demand Add Out Hose 200 180 16 140 LD2i f130434 - U) 120 100 / 80 / * 60- 40- - DlJ 2 0 500600700 800 900 1000 1100 1200 1300 1400 1500 1600 .1700 1800 90dj Flow, gpm File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg Date 7/21/2016 G Attic Space.tyc3 Page 4 Copyright © 2002-2012 Tyco Fire Protection Products Job: LA COSTA GLEN - BUILDING G (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 0 14.7 D2 System Demand 371.7 128.5 D3 System Demand + Add.Out.Hose 471.7 128.5 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I @ Flow (gpm) Supply 153.5 I 413.9 I 24.6 I 471.7 Supply; Safety Pressure 138.3 388.7 9.3 471.7 Open Heads Required ___________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/p5i½) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Siol Overhead 150 5.6 0.1 15 7.2 0.123 18.5 10.9 Sprinkler S102 Overhead 150 5.6 0.1 15 7.2 0.113 16.9 9.1 Sprinkler S103 Overhead 150 5.6 0.1 15 7.2 0.108 16.2 8.4 Sprinkler S104 Overhead 150 5.6 0.1 15 7.2 0.109 16.4 8.6 Sprinkler S105 Overhead 125 5.6 0.1 12.5 7 0.12 15 7.2 Sprinkler S106 Overhead 125 5.6 0.1 12.5 7 0.119 14.8 7 Sprinkler S107 Overhead 150 5.6 0.1 15 7.2 0.154 23.1 17 Sprinkler S108 Overhead 150 5.6 0.1 15 7.2 0.148 22.1 15.6 Sprinkler - 5109 Overhead 150 5.6 0.1 15 7.2 0.146 21.9 15.3 Sprinkler SilO Overhead 150 5.6 0.1 15 7.2 0.146 22 15.4 Sprinkler Sill Overhead 125 5.6 0.1 12.5 7 0.192 24 18.4 Sprinkler S112 Overhead 125 5.6 0.1 12.5 7 0.183 22.9 16.7 Sprinkler File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 S113 Overhead Sprinkler 125 5.6 0.1 12.5 7 0.181 22.6 16.3 S114 Overhead Sprinkler 125 5.6 0.1 12.5 7 0.181 22.6 16.3 S115 Overhead Sprinkler 150 5.6 0.1 15 7.2 0.161 24.2 18.6 S116 Overhead Sprinkler 150 5.6 0.1 15 7.2 0.154 23 16.9 S117 Overhead Sprinkler 150 5.6 0.1 15 7.2 0.151 22.7 16.4 S118 Overhead Sprinkler 150 5.6 0.1 15 7.2 0.151 22.7 16.4 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Spririkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: LA COSTA GLEN - BUILDING G (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/psll/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0006 Node 16.8 31 NODE -14.7 0007 Node 16.9 31 NODE -14.7 0015 Node 30.8 31 NODE -14.7 0017 Node 34.9 31 NODE -14.7 0018 Node 37 31 NODE -14.7 0071 Node 63.4 32.83 NODE -15.5 0072 Node 62.8 32.83 NODE -15.5 0074 Node 62.6 32.83 NODE -15.5 0085 Node 69.2 31 NODE -14.7 0090 Node 57.2 32.83 NODE -15.5 0091 Node 71.5 30 NODE -14.3 0092 Node 71.4 30 NODE -14.3 0094 Node 71.4 30 NODE -14.3 0095 Node 57 32.83 NODE -15.5 0096 Node 69.7 32.83 NODE -15.5 0111 Node 53.2 32.83 NODE -15.5 0117 Node 51.5 32.83 NODE -15.5 0119 Node 51.3 32.83 NODE -15.5 0123 Node 50.3 32.83 NODE -15.5 0124 Node 49.9 32.83 NODE -15.5 0135 Node 45.9 32.83 NODE -15.5 0136 Node 45.2 32.83 NODE -15.5 0154 Node 40.4 32.83 NODE -15.5 0155 Node 40.3 32.83 NODE -15.5 0156 Node 39.9 1 -15.5 32.83 NODE File: W:\MECH\Users\PGalsim\Projects\La Costa Gleri\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright©2002-2O12Tyco Fire Protection Products Page 7 Job: LA COSTA GLEN - BUILDING G (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 ft gpm/ps11/2 gpm gpm ft2 gpm/ft2 psi psi psi gpm 0183 Node 30.2 32.83 NODE -15.5 0184 Node 29.7 32.83 NODE -15.5 0185 Node 29.5 32.83 NODE -15.5 0233 Node 26.5 32.83 NODE -15.5 0240 Node 31.9 32.83 NODE -15.5 0242 Node 32.5 32.83 NODE -15.5 0244 Node 32.7 32.83 NODE -15.5 0246 Node 33.9 32.83 NODE -15.5 0256 Node 34.8 32.83 NODE -15.5 0273 Node 26.9 30 NODE -14.3 0275 Node 26.6 30 NODE -14.3 0276 Node 26.6 30 NODE -14.3 0277 Node 26.7 30 NODE -14.3 0278 Node 26.9 30 NODE -14.3 0279 Node 27.6 30 NODE -14.3 0280 Node 27.8 30 NODE -14.3 0282 Node 27.7 32.83 NODE -15.5 0300 Node 52.5 32.83 NODE -15.5 0302 Node 52.8 32.83 NODE -15.5 0304 Node 53.8 32.83 NODE -15.5 0315 Node 58.7 32.83 NODE -15.5 0347 Node 71.7 32.83 NODE -15.5 0349 Node 71.7 32.83 NODE -15.5 0353 Node 71.4 32.83 NODE -15.5 0355 Node 71.1 1 -15.5 32.83 NODE File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic 5pacetyc3 Date 7/21/2016 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 Job: LA COSTA GLEN - BUILDING G (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 0357 Node 71.1 32.83 NODE -15.5 0363 Node 70.7 32.83 NODE -15.5 0365 Node 70.6 32.83 NODE -15.5 0367 Node 70.4 32.83 INODE -15.5 0373 Node 70 32.83 NODE -15.5 0375 Node 69.9 32.83 NODE -15.5 0386 Node 72 32.83 INODE 0413 Node 85 30 NODE -14.3 0414 Node 116.8 8.5 NODE -5 0415 Node 125.1 -3 INODE 0 0416 Node 125.4 -3 NODE 0 0417 Node 125.5 -3 NODE 0 0418 Node 125.7 -3 NODE 0 0419 Node 126 -3 INODE 0 0420 Node 123.9 2 NODE -2.2 0440 Node 59.5 31 NODE -14.7 0449 Node 53 31 NODE -14.7 0450 Node 52.1 31 NODE -14.7 0455 Node 69.4 31 NODE -14.7 0456 Node 75.4 30 INODE -14.3 0457 Node 76.1 30 NODE -14.3 0458 Node 72.9 30 NODE -14.3 0459 Node 71.9 30 NODE -14.3 0460 Node 75.3 30 NODE -14.3 0513 Node 25.8 31 NODE -14.7 File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job: LA COSTA GLEN - BUILDING G (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 ft2 psi psi ft gpm gpm/ft2 psi gpm 0537 Node 70.2 31 NODE -14.7 0613 Node 26.1 31 NODE -14.7 0692 Node 88.2 30 NODE -14.3 0693 Node 107.3 8.5 INODE -5 0696 Node 125 -3 NODE 0 0701 Node 74 31 NODE -14.7 0769 Node 28.9 31 INODE -14.7 0793 Node 31.8 31 NODE -14.7 0885 Node 21.9 31 NODE -14.7 0886 Node 24.2 31 NODE -14.7 0888 Node 33 31 NODE -14.7 0905 Node 47.9 31 NODE -14.7 0906 Node 48.9 31 NODE -14.7 0962 Node 25.7 31 NODE -14.7 0973 Node 25.5 31 NODE -14.7 1041 Node 69 31 NODE -14.7 1047 Node 8.3 31 NODE -14.7 1048 Node 16 31 NODE -14.7 1052 Node 20.4 31 NODE -14.7 1053 Node 31-.8 31 NODE -14.7 1066 Node 47 31 NODE -14.7 1067 Node 48.5 31 NODE -14.7 1107 Node 7.5 31 NODE -14.7 BF Node 126.1 2 NODE -2.2 BF-0-1 Node 126 1 -2.2 2 NODE File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hqroup Open/Closed Overdischarqe Density Elev. Pres. Req. Discharge gpm/psl1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm BF-0-0 Node 123.9 2 NODE -2.2 BOR Node 123.4 0.5 NODE -1.5 5101 Overhead Sprinkler 5.6 18.5 150 10.9 7.2 31 HEAD Open 3.5 0.123 -14.7 15 S102 Overhead Sprinkler 5.6 16.9 150 9.1 7.2 31 HEAD Open 1.9 0.113 -14.7 15 S103 Overhead Sprinkler 5.6 16.2 150 8.4 7.2 31 HEAD Open 1.2 0.108 -14.7 15 S104 Overhead Sprinkler 5.6 16.4 150 8.6 7.2 31 HEAD Open 1.4 0.109 -14.7 15 S105 Overhead Sprinkler 5.6 15 125 7.2 7 31 HEAD Open 2.5 0.12 -14.7 12.5 S106 Overhead Sprinkler 5.6 14.8 125 7 7 31 HEAD Open 2.3 0.119 -14.7 12.5 S107 Overhead Sprinkler 5.6 23.1 150 17 7.2 31 HEAD Open 18.1 0.154 -14.7 15 S108 Overhead Sprinkler 5.6 22.1 150 15.6 7.2 31 HEAD Open 7.1 0.148 -14.7 15 S109 Overhead Sprinkler 5.6 21.9 150 15.3 7.2 31 HEAD Open 6.9 0.146 -14.7 15 5110 Overhead Sprinkler 5.6 22 150 15.4 7.2 31 HEAD Open 7 0.146 -14.7 15 5111 Overhead Sprinkler 5.6 24 125 18.4 7 31 HEAD Open 11.5 0.192 -14.7 12.5 S112 Overhead Sprinkler 5.6 22.9 125 16.7 7 31 HEAD Open 10.4 0.183 -14.7 12.5 S113 Overhead Sprinkler 5.6 22.6 125 16.3 7 31 HEAD Open 10.1 0.181 -14.7 12.5 S114 Overhead Sprinkler 5.6 22.6 125 16.3 7 31 HEAD Open 10.1 0.181 -14.7 12.5 S115 Overhead Sprinkler 5.6 24.2 150 18.6 7.2 31 HEAD Open 9.2 0.161 -14.7 15 S116 Overhead Sprinkler 5.6 23 150 16.9 7.2 31 HEAD - Open 8 0.154 -14.7 15 S117 Overhead Sprinkler 5.6 22.7 150 16.4 7.2 31 HEAD Open 7.7 0.151 -14.7 15 S118 Overhead Sprinkler 5.6 22.7 150 16.4 7.2 31 HEAD Open 7.7 0.151 -14.7 15 SRC Supply -371.7 128.5 -3 SUPPLY . 0 UG1 Node 128.4 -3 NODE 0 UG2 Node 126.1 -3 NODE 0 UG3 Node 125 -3 NODE 0 File: W:\MECH\Users\PGalsim\Projects\La Costa Glert\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Space.tyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) S106 31 5.6 14.8 1.25 10 120 7 S105 31 5.6 14.8 1.38 0 0.0196 0 10 0.2 S105 31 5.6 15 1.25 lx(us.90)=3 1 120 7.2 1107 31 29.8 1.38 3 0.0715 0 4 0.3 1107 31 0 1.25 lx(us.Tee-Br)=6 6 120 7.5 1047 31 29.8 1.38 6 0.0715 0 12 0.9 1047 31 -10.3 1.25 7.04 120 8.3 5104 31 5.6 19.6 1.38 0 0.0328 0 7.04 0.2 S104 31 5.6 16.4 1.25 lx(us.Tee-Br)=6 161.12 120 8.6 0973 31 36 1.38 6 0.1011 0 167.12 16.9 0973 31 0 1.25 1x(us.Tee-Br)=6 1 120 25.5 0275 30 36 1.38 6 0.1011 0.4 7 0.7 0275 30 -0.7 2 lx(us.Tee-Br)=10 7.79 120 26.6 0273 30 35.3 2.067 10 0.0136 0 17.79 0.2 0273 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 26.9 0233 32.83 35.3 1.38 6 0.0974 -1.2 8.83 0.9 0233 32.83 0 1.25 lx(us.45)=1 29.71 120 26.5 0185 32.83 35.3 1.38 1 0.0974 0 30.71 3 0185 32.83 0 1.25 lx(us.45)=1 0.77 120 29.5 0184 32.83 35.3 1.38 1 0.0974 0 1.77 0.2 0184 32.83 0 1.25 lx(us.90)=3 2.75 120 29.7 0183 32.83 35.3 1.38 3 0.0974 0 5.75 0.6 0183 32.83 0 1.25 lx(us.90)=3 96.45 120 30.2 0156 32.83 35.3 1.38 3 0.0974 0 99.45 9.7 0156 32.83 0 1.25 lx(us.45)=1 2.76 120 39.9 0155 32.83 35.3 1.38 1 0.0974 0 3.76 0.4 0155 32.83 0 1.25 lx(us.45)=1 0.76 120 40.3 0154 32.83 35.3 1.38 1 0.0974 0 1.76 0.2 0154 32.83 0 1.25 lx(us.Tee-Br)=6 42.76 120 40.4 0136 32.83 35.3 1.38 6 0.0974 0 48.76 4.8 0136 32.83 0 1.25 lx(us.90)=3 4 120 45.2 0135 32.83 35.3 1.38 3 0.0974 0 7 0.7 0135 32.83 0 1.25 lx(us.90)=3 38.3 120 45.9 0124 32.83 35.3 1.38 3 0.0974 0 41.3 4 0124 32.83 0 1.25 1x(us.90)=.3 0.71 120 49.9 0123 32.83 35.3 1.38 3 0.0974 0 3.71 0.4 © 2006 National Fire Protection Association Page 12 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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/p5ih/2) (gpm) (in) (ft) (psi) (psi) 0123 32.83 0 1.25 lx(us.45)=1 9.83 120 50.3 0119 32.83 35.3 1.38 1 0.0974 0 10.83 1.1 0119 32.83 0 1.25 lx(us.45)=1 0.77 120 51.3 0117 32.83 35.3 1.38 1 0.0974 0 1.77 0.2 0117 32.83 0 1.25 lx(us.90)=3 14.46 120 51.5 0111 32.83 35.3 1.38 3 0.0974 0 17.46 1.7 0111 32.83 0 1.25 lx(us.45)=1 38.12 120 53.2 0095 32.83 35.3 1.38 1 0.0974 0 39.12 3.8 0095 32.83 0 1.25 lx(us.45)=1 0.77 120 57 0090 32.83 35.3 1.38 1 0.0974 0 1.77 0.2 0090 32.83 0 1.25 lx(us.45)=1 54.87 120 57.2 0074 32.83 35.3 1.38 1 0.0974 0 55.87 5.4 0074 32.83 0 1.25 lx(us.45)=1 0.76 120 62.6 0072 32.83 35.3 1.38 1 0.0974 0 1.76 0.2 0072 32.83 0 1.25 lx(us.90)=3 2.76 120 62.8 0071 32.83 35.3 1.38 3 0.0974 0 5.76 0.6 0071 32.83 0 1.25 65.26 120 63.4 0096 32.83 35.3 1.38 0 0.0974 0 65.26 6.4 0096 32.83 -16.7 1.25 2x(us.Tee-Br)=12 2.83 120 69.7 0094 30 18.6 1.38 12 0.0297 1.2 14.83 0.4 0094 30 0 2.5 4.22 120 71.4 0092 30 18.6 2.635 0 0.0013 0 4.22 0 0092 30 61.9 2.5 8.17 120 71.4 0091 30 80.4 2.635 0 0.0192 0 8.17 0.2 0091 30 61.5 2.5 7.17 120 71.5 0459 30 141.9 2:635 0 0.0551 0 7.17 0.4 0459 30 65.2 2.5 8.25 120 71.9 0458 30 207.1 2.635 0 0.1109 0 8.25 0.9 0458 30 66 2.5 lx(us.Tee-Br)=16.47 1 120 72.9 0457 30 273.1 2.635 16.47 0.185 0 17.47 3.2 0457 30 98.6 2.5 lx(us.90)=8.24 19.08 120 76.1 0413 30 371.7 2.635 8.24 0.3275 0 27.31 8.9 0413 30 0 2.5 lx(us.90)=8.24 1.44 120 85 0692 30 371.7 2.635 8.24 0.3275 0 9.68 3.2 0692 30 0 2.5 lx(us.90)=8.24 21.5 120 88.2 0693 8.5 371.7 2.635 8.24 0.3275 9.3 29.74 9.7 © 2006 National Fire Protection Association Page 13 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) 0693 8.5 0 2.5 lx(us.90)=8.24 21 120 107.3 0414 8.5 371.7 2.635 8.24 0.3275 0 29.24 9.6 0414 8.5 0 2.5 lx(coupling)=1.37 8 120 116.8 BOR 0.5 371.7 2.635 1.37 0.3275 3.5 9.37 3.1 BOR 0.5 0 6 lx(us.90)=24.19 3.5 140 123.4 0696 -3 371.7 6.4 24.19 0.0033 1.5 27.69 0.1 0696 -3 0 6 lx(coupling)=1.73 6.5 140 125 UG3 -3 371.7 6.4 1.73 0.0033 0 8.23 0.0 UG3 -3 0 6 lx(us.90)=19.74 8.5 150 125 0415 -3 371.7 5.98 19.74 0.004 0 28.24 0.1 0415 -3 0 6 lx(us.90)=19.74 55 150 125.1 0416 -3 371.7 5.98 19.74 0.004 0 74.74 0.3 0416 -3 0 6 lx(us.90)= 19.74 13 150 125.4 0417 -3 371.7 5.98 19.74 0.004 0 32.74 0.1 0417 -3 0 6 lx(us.90)= 19.74 9 150 125.5 0418 -3 371.7 5.98 19.74 0.004 0 28.74 0.1 0418 -3 0 6 lx(us.90)=19.74 57 150 125.7 0419 -3 371.7 5.98 19.74 0.004 0 76.74 0.3 0419 -3 0 6 lx(us.90)=19.74 9 150 126 UG2 -3 371.7 5.98 19.74 0.004 0 28.74 0.1 UG2 -3 0 6 5 140 126.1 0420 2 371.7 6.4 0 0.0033 -2.2 - 5 0.0 0420 2 0 6 -2.67 140 123.9 BF-0-0 2 371.7 6.4 0 0 0 -2.67 0 BF-0-0 2 0 6 5.38 0 123.9 Ames3000SS BF-0-I 2 371.7 0 0 0.3916 0 5.38 2.1 BF-0-I 2 0 6 lx(us.90)=24.19 2.71 140 126 BF 2 371.7 6.4 24.19 0.0033 0 26.9 0.1 BF 2 0 6 lx(us.90)=24.19 5 140 126.1 UG1 -3 371.7 6.4 24.19 0.0033 2.2 29.19 0.1 UG1 -3 0 6 30.08 150 128.4 SRC -3 371.7 5.98 0 0.004 0 30.08 0.1 5103 31 5.6 16.2 1.25 12.42 120 8.4 S102 31 5.6 26.5 1.38 0 0.0574 0 12.42 1 0.7 S102 31 5.6 16.9 1.25 12.42 120 9.1 S101 31 5.6 43.4 1.38 0 0.1431 0 12.42 1.8 © 2006 National Fire Protection Association Page 14 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) S1O1 31 5.6 18.5 1.25 lx(us.90)=3 15.38 120 10.9 1048 31 61.9 1.38 3 0.2761 0 18.38 5.1 1048 31 0 1.25 lx(us.90)=3 12.92 120 16 1052 31 61.9 1.38 3 0.2761 0 15.92 4.4 1052 31 0 1.25 lx(us.90)=3 38.58 120 20.4 1053 31 61.9 1.38 3 0.2761 0 41.58 11.5 1053 31 0 1.25 lx(us.90)=3 51.92 120 31.8 1066 31 61.9 1.38 3 0.2761 0 54.92 15.2 1066 31 a 1.25 lx(us.90)=3 2.5 120 47 1067 31 61.9 138 3 0.2761 0 5.5 1.5 1067 31 0 1.25 lx(us.Tee-Br)=6 68.29 120 48.5 1041 31 61.9 1.38 6 0.2761 0 74.29 20.5 1041 31 0 1.25 lx(us.Tee-Br)=6 1 120 69 0092 30 61.9 1.38 6 0.2761 0.4 7 1.9 Slog 31 5.6 21.9 1.25 12.42 120 15.3 S108 31 5.6 16.3 1.38 0 0.0232 0 12.42 0.3 S108 31 5.6 22.1 1.25 12.42 120 15.6 S107 31 5.6 38.4 1.38 0 0.1141 0 12.42 1.4 S107 31 5.6 23.1 1.25 lx(us.90)=3 14.96 120 17 0885 31 61.5 1.38 3 0.2732 0 17.96 4.9 0885 31 0 1.25 lx(us.90)=3 5.25 120 21.9 0886 31 61.5 1.38 3 0.2732 0 8.25 2.3 0886 31 0 1.25 lx(us.90)=3 29.17 120 24.2 0888 31 61.5 1.38 3 0.2732 0 32.17 8.8 0888 31 0 1.25 lx(us.90)=3 51.42 120 33 0905 31 61.5 1.38 3 0.2732 0 54.42 14.9 0905 31 0 1.25 lx(us.90)=3 0.83 120 47.9 0906 31 61.5 1.38 3 0.2732 0 3.83 1 0906 31 0 1.25 lx(us.Tee-Br)=6 68.29 120 48.9 0085 31 61.5 1.38 6 0.2732 0 74.29 20.3 0085 31 0 1.25 lx(us.Tee-Br)=6 1 120 69.2 0091 30 61.5 1.38 6 0.2732 0.4 7 1.9 S109 31 5.6 21.9 1.25 12.42 120 15.3 Silo 31 5.6 5.7 1.38 0 0.0033 0 12.42 0.0 5110 31 5.6 22 1.25 lx(us.Tee-Br)=6 161.12 120 15.4 0962 31 27.6 1.38 6 0.062 0 167.121 10.4 © 2006 National Fire Protection Association Page 15 11 f Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number:__________ 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 0962 31 0 1.25 lx(us.Tee-Br)=6 1 120 25.7 0276 30 27.6 1.38 6 0.062 0.4 7 0.4 0276 30 0.7 2 7.25 120 26.6 0277 30 28.3 2.067 0 0.0091 0 7.25 0.1 0277 30 27 2 7.75 120 26.7 0278 30 55.3 2.067 0 0.0313 0 7.75 0.2 0278 30 26.6 2 10.25 120 26.9 0279 30 81.9 2.067 0 0.0649 0 10.25 0.7 0279 30 -40.4 1.25 2x(us.Tee-Br)=12 1 120 27.6 0769 31 41.5 1.38 12 0.1318 -0.4 13 1.7 0769 31 0 1.25 lx(us.90)=3 173.29 120 28.9 0450 31 41.5 1.38 3 0.1318 0 176.29 23.2 0450 31 0 1.25 lx(us.90)=3 4.17 120 52.1 0449 31 41.5 1.38 3 0.1318 0 7.17 0.9 0449 31 0 1.25 lx(us.Tee-Br)=6 43.38 120 53 0440 31 41.5 1.38 6 0.1318 0 49.38 6.5 0440 31 0 1.25 lx(us.Tee-Br)=6 103.87 120 59.5 0701 31 41.5 1.38 6 0.1318 0 109.87 14.5 0701 31 0 1.25 lx(us.Tee-Br)=6 1 120 74 0456 30 41.5 1.38 6 0.1318 0.4 7 0.9 0456 30 57.1 2.5 lx(us.Tee-Br)=16.47 8.58 120 75.4 0457 30 98.6 2.635 16.47 0.0281 0 25.06 0.7 S117 31 5.6 22.7 1.25 lx(us.90)=3 9 120 16.4 0006 31 18.7 1.38 3 0.0302 0 12 0.4 0006 31 0 1.25 lx(us.90)=3 1.17 120 16.8 0007 31 18.7 1.38 3 0.0302 0 4.17 0.1 0007 31 0 1.25 1.96 120 16.9 S116 31 5.6 18.7 1.38 0 0.0302 0 1.96 0.1 S116 31 5.6 23 1.25 12.5 120 16.9 S115 31 5.6 41.8 1.38 0 0.1335 0 12.5 1.7 S115 31 5.6 24.2 1.25 lx(us.90)=3 36.25 120 18.6 0015 31 66 1.38 3 0.3108 0 39.25 12.2 0015 31 0 1.25 lx(us.90)=3 10.29 120 30.8 0017 31 66 1.38 3 0.3108 0 13.291 1 4.1 0017 31 0 1.25 lx(us.90)=3 3.75 120 34.9 0018 31 66 1.38 3 0.3108 0 6.75 2.1 © 2006 National Fire Protection Association Page 16 Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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) 0018 31 0 1.25 lx(us.Tee-Br)=6 100.83 120 37 0537 31 66 1.38 6 0.3108 0 106.83 33.2 0537 31 0 1.25 lx(us.Tee-Br)=6 1 120 70.2 0458 30 66 1.38 6 0.3108 0.4 7 2.2 S117 31 5.6 22.7 1.25 9.08 120 16.4 S118 31 5.6 3.9 1.38 0 0.0017 0 9.08 0.0 S118 31 5.6 22.7 1.25 lx(us.Tee-Br)=6 161.21 120 16.4 0613 31 26.6 1.38 6 0.0579 0 167.21 9.7 0613 31 0 1.25 lx(us.Tee-Br)=6 1 120 26.1 0278 30 26.6 1.38 6 0.0579 0.4 7 0.4 S113 31 5.6 22.6 1.25 13.08 120 16.3 S112 31 5.6 18.3 1.38 0 0.0289 0 13.08 0.4 S112 31 5.6 22.9 1.25 13.08 120 16.7 Sill 31 5.6 41.2 1.38 0 0.1298 0 13.08 1.7 Sill 31 5.6 24 1.25 lx(us.90)=3 41 120 18.4 0793 31 65.2 1.38 3 0.304 0 44 13.4 0793 31 0 1.25 lx(us.Tee-Br)=6 117.71 120 31.8 0455 31 65.2 1.38 6 0.304 0 123.71 37.6 0455 31 0 1.25 lx(us.Tee-Br)=6 1 120 69.4 0459 30 65.2 1.38 6 0.304 0.4 7 2.1 S113 31 5.6 22.6 1.25 13.08 120 16.3 S114 31 5.6 4.3 1.38 0 0.002 0 13.08 0.0 S114 31 5.6 22.6 1.25 lx(us.Tee-Br)=6 154.25 120 16.3 0513 31 27 1.38 6 0.0593 0 160.25 9.5 0513 31 0 1.25 lx(us.Tee-Br)=6 1 120 25.8 0277 30 27 1.38 6 0.0593 0.4 7 0.4 1047 31 0 1.25 5.37 120 8.3 S103 31 5.6 10.3 1.38 0 0.0099 0 5.37 0.1 0275 30 0 2 8.17 120 26.6 0276 30 0.7 2.067 0 0 0 8.17 0 0096 32.83 0 1.25 lx(us.45)=l 8.55 120 69.7 0375 32.83 16.7 1.38 1 0.0244 0 9.55 0.2 0375 32.83 0 1.25 lx(us.45)=i 0.77 120 69.9 0373 32.83 16.7 1.38 1 0.0244 0 1.77 0.0 0373 32.83 0 1.25 lx(us.90)=3 15.29 120 70 0367 32.83 16.7 1.38 3 0.0244 0 18.29 0.4 © 2006 National Fire Protection Association Page 17 -, Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) 0367 32.83 0 1.25 lx(us.45)=1 6.37 120 70.4 0365 32.83 16.7 1.38 1 0.0244 0 7.37 0.2 0365 32.83 0 1.25 lx(us.45)=1 0.77 120 70.6 0363 32.83 16.7 1.38 1 0.0244 0 1.77 0.0 0363 32.83 0 1.25 lx(us.45)=1 16.88 120 70.7 0357 32.83 16.7 1.38 1 0.0244 0 17.88 0.4 0357 32.83 0 1.25 lx(us.45)=1 0.76 120 71.1 0355 32.83 16.7 1.38 1 0.0244 0 1.76 0.0 0355 32.83 0 1.25 lx(us.90)=3 8.89 120 71.1 0353 32.83 16.7 1.38 3 0.0244 0 11.89 0.3 0353 32.83 0 1.25 lx(us.45)=1 8.39 120 71.4 0349 32.83 16.7 1.38 1 0.0244 0 9.39 0.2 0349 32.83 0 1.25 lx(us.45)=1 0.75 120 71.7 0347 32.83 16.7 1.38 1 0.0244 0 1.75 0.0 0347 32.83 0 1.25 lx(us.Tee-Br)=6 6.05 120 71.7 0386 32.83 16.7 1.38 6 0.0244 0 12.05 0.3 0386 32.83 40.4 1.25 lx(us.Tee-Br)=6 2.83 120 72 0460 30 57.1 1.38 6 0.2381 1.2 8.83 2.1 0460 30 0 2.5 5.34 120 75.3 0456 30 57.1 2.635 0 0.0102 0 5.34 0.1 0279 30 0 2 lx(us.Tee-Br)=10 4.81 120 27.6 0280 30 40.4 2.067 10 0.0175 0 14.81 0.3 0280 30 0 1.25 lx(us.Tee-Br)=6 2.83 120 27.8 0282 32.83 40.4 1.38 6 0.1254 -1.2 8.83 1.1 0282 32.83 0 1.25 lx(us.90)=3 30.16 120 27.7 0240 32.83 40.4 1.38 3 0.1254 0 33.16 4.2 0240 32.83 0 1.25 lx(us.45)=1 3.92 120 31.9 0242 32.83 40.4 1.38 1 0.1254 0 4.921 0.6 0242 32.83 0 1.25 lx(us.45)=1 0.77 120 32.5 0244 32.83 40.4 1.38 1 0.1254 0 1.77 0.2 0244 32.83 0 1.25 lx(us.Tee-Br)=6 3.75 120 32.7 0246 32.83 40.4 1.38 6 0.1254 0 9.75 1.2 0246 32.83 0 1.25 lx(us.90)=3 4 120 33.9 0256 32.83 40.4 1.38 3 0.1254 0 7 0.9 0256 32.83 0 1.25 lx(us.45)=1 140.31 120 34.8 0300 32.83 40.4 1.38 1 0.1254 0 141.311 117.7 © 2006 National Fire Protection Association Page 18 A Job name: LA COSTA GLEN - BUILDING G (PARKSIDE) Sheet number: 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 0300 32.83 0 1.25 lx(us.45)=1 0.77 120 52.5 0302 32.83 40.4 1.38 1 0.1254 0 1.77 0.2 0302 32.83 0 1.25 lx(us.90)=3 5.12 120 52.8 0304 32.83 40.4 1.38 3 0.1254 0 8.12 1 0304 32.83 0 1.25 lx(us.90)=3 36.02 120 53.8 0315 32.83 40.4 1.38 3 0.1254 0 39.02 4.9 0315 1 32.83 0 1.25 lx(us.Tee-Br)=6 100.1 120 58.7 0386 32.83 40.4 1.38 6 0.1254 0 106.11 13.3 * Discharge shown for flowing nodes only © 2006 National Fire Protection Association Page 19 . . . ..... ±,,HIILL_II fLL 2.1 psi @ 371.7 gpm IJLJ/_ 8.9 7.9 6.9 0 3.9 2.9 1.9 0.9 1 Job: LA COSTA GLEN - BUILDING G (PARKSIDE) Device Graphs Pressure vs. Flow Function Design Area: 5; Supply Ref.: SRC; Supply Name:SRC 170 160 150 140 130 120 U) 0. 110- 100' M 80 70 60 30 10 I: C C C C C C C C C C C C C C C C C o r-W C, 2 Flow, gpm Pressure Loss Function Design Area: 5; BFP Ref.: 1432 (Ames3000SS, Size = 6); Inlet Node: BF-0-1; Outlet Node: BF-0-0 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C0 Flow, gpm File: W:\MECH\Users\PGalsim\Projects\La Costa Glen\Building G\Sprinkler\Calcs\Hydraulic\Design Area 5 - Bldg G Attic Spacetyc3 Date 7/21/2016 Copyright © 2002-2012 Tyco Fire Protection Products Page 20 tqcn Fire Protection Products Worldwide Contacts I www.tyco-fire.com 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 gp can also be used to mark the c9flter of the ceiling hole into plaster Ibard, ceiling tiles, etc. by gently pushig the ceiling product against the Ptotec- tive Cap. When ceiling installat\on is complete, the Protective Cap mut be removed and the Cover Plate Assethly installed. The Protective Cap must tX removed to ensure proper performance of the sprinklers. NOTICE The Series LFII (TY4234) Residential Pendent, Recessed Pendent, 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 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. TFP4OB TFP4OS Page 2of8 1/2 (12,7 mm) ESCUTCHEON Components: NOMINALNPT PLATE SEATING 2-7/8" DIA._________ MAKE-IN SURFACE (73,0 mm) ft _ 1 - Frame 2 - Button 4 - Bulb 3 - Sealing Assembly 1 5 - Compression 2 2-1/4" Screw 6 - Deflector ________ 1 (57,2 mm) 7 - Ejection Spring 1-1/2" STYLE 30 (38,1 mm) I WRENCH RECESSED * Temperature 5 FLATS ESCUTCHEON rating is indicated on 6* Deflector. 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) I 1/2' (12,7 mm) 2-1/4' DIA. 1/4 (6,4 mm) (57,2 mm) MOUNTING PLATE 1/8' (3,2 mm) 7L- 1-3/8" (3419 mm) 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) 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE / 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 TFP4O8 Page 3 of 8 (rT SUPPORT 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 0I 101 TABS SURFACE IS FLUSH WITH j EJECTION CEILING SPRING SOLDER COVER TABS J,//PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 5 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (SHOWN WITH SPRINKLER STRAP) SPRINKLER- SUPPORT Ct jp ASSEMB / COVER PLATE RETAIN El N4 MOUNTING -1 11 I SURFACE II 1 1— COVER- SPRINKLER- 1 - \ / 3/8 (9,5 mm RETAINER SUPPORT CUP (25,4 mm) \ 7/8 (22,2 mm) ASSEMBLY ASSEMBLY \ 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) 2-1/2 DIA. (63,5 mm) 1/2 (12,7 mm) FACE OF 3/4 \ _f THREADED SPRINKLER NPT fl ADJUSTMENT FITTING L_-! 3/32 GAP 1-1/8--±1/4,- 1 (2,4 mm) I— (28,6 mm 1 ±6,4 mm) OPERATED SPRINKLER TFP4OS Page 4 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, C) Max. Maximum Pendent and Recessed Pendent Coverage Area (a) Spacing Ft. (m) Minimum Ordinary Temp. Rating Intermediate Temp. Rating 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 (3,7 x 3,7) (3,7) (71,9) (0,52) (71,9) (0,52) Ceilings 1-1/4 to 4 inches 14x14 14 19 7.6 19 7.6 (4,3 X 4,3) (43) (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 non-recessed per NFPA 13D, (2,4) 18x18 18 19 7.6 19 7.6 Recessed 13R,or13 (5,5 x 5,5) (5,5) (71,9) (0,52) (71,9) (0,52) Pendent 1-1/4 to 1-3/4 inches below bottom of 20x20 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 HERA 13 residential applications, the greater of 0.1 gpm/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 K=6.9 GPM/ps1112 (99,4 LPM/bar1'2) Pipe Thread Connection: 3/4NPT 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..........................3 mm Glass Compression Screw .................Bronze Deflector ..........................Bronze Ejection Spring ..............Stainless Steel Support Cup ........................Steel Cover Plate .........................Brass Retainer............................Brass Cover Plate Ejection Spring Stainless Steel Operation 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. TFP4OS Page 5 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Concealed Pendent Coverage Maximum ______________________ Ordinary Temp. Rating Ordinary ______________________ Intermediate Temp. Rating Area (a) Spacing Ft (m) Deflector to Installation Ft. x Ft. 155°F (68°C) 175°F (79°C) Spacing (m x m) Ceiling Type Ft. Flow Pressure Flow Pressure (m) GPM PSI GPM PSI (L/min) (bar) I (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) (0,52) (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 gprn/t12 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 130, 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 LFll (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 13as 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 TFP4O8 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 Ceiling installation Type Spacing Ft. Flow Pressure Flow Pressure (m x m) 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) (757) (0,58) 1-1/4 to 4 inches Recessed 16 x 16 16 20 8.4 20 8.4 using Style 30 8 (4,9 x 4,9) (49) (75.7) (0,58) (75,7) (0158) Beamed 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). TFP4OB 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. Refer to 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 1 R 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 1G. 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. TFP4OS 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, orthe 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 LFll (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 LFll (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 1750F(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 LFll (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 1 Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tyco TEFLON is trademark of The DuPont Corporation Fire Protection Products Worldwide www.tyco-fire.com Contacts Series RFII - 5,6 K-factor "Ro al Flush II" Concealed Pendent Sprinklers Quick Standard-Response, Standard Coverage General Description The TYCO Series RFII 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 RFll 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. EMM The Series RFll 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 Number 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 TY3531 (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. TY3531 (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. 1Y3551 (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!psil'2 (80,6 LPM!bar1/2) Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. TFPI81 SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO H RETAINER SUPPORT j WITH THREAD CUP UNTIL 0 0 _- DIMPLES MOUNTING SURFACE IS 11 EJECTION FLUSH WITH Fl SPRING CEILING H / SOLDER - '-_. COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY 1/2 NP1 FRAME SUPPOR CUP WITI ROLL FORI THREAD GUIDE PINS (2) DEFLECTOR EALING SEMBLY CAP BULB PRESSION CREW LECTOR IOPPED POSITION) 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. 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-lbs. (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 S. 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 V 3/16' to 11/16 MANUFACTURER DEFLECTOR COVER PLATE (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER REFERENCE 3/32' (2,4 mm) POSITION ASSEMBLY COVER PLATE PROFILE DEPTH DIMENSION B 3-1/4 inches (82,6 mm) 3/16 inches (4,8 mm) COVER PLATE DIAMETER DIMENSION A 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) 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 FACE OF SPRINKLER FITTING SPRINKLER SUPPORT CUP ASSEMBLY 1/2(12,7mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING SURFACE CLEARANCE HOLE - DIAMETER - DIMENSION C 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. TFPI8I Page 4 of 4 SUPPORT SPRINKLER FACE OF ORIENT CUP I CEILING -.r--\ H— SEAL BEVEL AS COVER \ SHOWN PLATE RETAINER TUU ASSEMBLY / 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) TY3531 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 (1RAL9003) ... 56-792-4-135 56-792-4-165 Jet Black (IRAL9005) .... 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. tqcci TEFLON is trademark of The DuPont Corporation. ESM 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 TFP 700 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. TY4121......Upright 8.0K, 3/4"NPT TY4221 .... Pendent 8.0K, 3/4"NPT TY1121 is a redesignation for S1879 and G8973. TY1221 is a redesignation for S1880 and G8971. TY3121 is a redesignation for S1864 and G8974. TY3221 is a redesignation for S1865 and G8972. TY4121 is a redesignation for S1866 and G8174. TY4221 is a redesignation for S1867 and G8172. Page 1 of 6 OCTOBER 2013 TFPI3O tuqo Fire Protection Products Worldwide www.tyco-fire.com Contacts I Series TY-FRL - 2.8,9 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 WREF - FLANGES PENDENT 1/2 NPT** UPRIGHT TFP13O Page 2 of 6 & ft 1 - Frame 5 - Link 7 - Button 2 - Strut Assembly 8 - Seal 3 - Deflector 6 - Ejection 9 - Bushing 4 - Hook Spring 9 WRENCH AREA _-I 16 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. DI AT C.A1Mr'_ SURFACE H 2-11/16' (68,3 mm) (50,8 mm) STYLE 20 RECESSED ESCUTCHEON R * - 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION RAP 4 3* FIGURE 1 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TYI12I) 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 * I (68,3 mr 2-11/1€ 7/16' (11,1 mm) I NOMINAL I MAKE-IN I I 1/2' NPT** t WREI - FLANGES UPRIGHT PENDENT SURFACE 4 - Hook Spring t EA 2-11/16' (68,3 mm)6 NCH 8 2' (50,8 mm)5 2 I 20 I SED 4 HEON * - 2-7/8' (73.0 mm) DIA. 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 3/4' NPT' 2-13/16 (71,4 mm) 1/2 (12,7 mm) NOMINAL MAKE-IN HWRENCH FLANGES CEILING PLATE SEATING SURFACE / WRENCI AREA 2-15/16 (74,6 mm) 2-3/16' (55,6 mm) DEFLECTOR * DEFLECTOR * TFPI3O Page 3 of 6 1 - Frame 6 - Ejection 2 - Strut Spring 1 - Deflector * 7 - Button 4 -Hook 8 -Seal 5 - Link 8 Assembly * Temperature rating is indicated on Deflector. 2 ** Pipe thread connections per ISO 7-1 can be provided on special request. 3* UPRIGHT PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TV4121) 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/bar1/2) K = 5.6 GPM/psi112 (80,6 LPM/bar112) K = 8.0 GPM/psi1/2 (115,2 LPM/bar112) 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 ..... ........... lnconel Button.......................Bronze Seal .......................TEFLON Bushing (2.8K only) .............Brass Operation 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. Installation 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 (1 00°C) White 2.8 UPRIGHT 165°F (74°C) Unpainted NPT 212°F (100°C) White RECESSED 165°F (74°C) Unpainted PENDENT 212°F (100°C) White (TY1221 wlStyle 20) PENDENT 165°F (74°C) Unpainted 1. 2,3, 4, 5 (TY3221) 212°F (100°C) White 1, 2, 3, 5 5.6 UPRIGHT 165°F (74°C) Unpainted 1, 2,3:4,5 NPT (TY3121) 212°F (100°C) White 1, 2, 3, 5 RECESSED 165°F (74°C) Unpainted PENDENT 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. 094a/03) as Quick Response Sprinklers. Approved by the City of New York under MEA 112O4-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. II PUSH WRENCH UP TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 12 RECESSED SPRINKLER WRENCH TFPI3O Page 5 of 6 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 57,2 mm PLATE FITTING ',-,.'. 1''''" __- t I 1-3/4(44,5mm) 1-1/2" (38,1 mm) 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) FACE OF 2-1/4' DIA. MOUNTING I SPRINKLER (57,2 mm) PLATE 1/8" FITTING _ I t \ - MOUNTING SURFACE \ MOUNTING SURFACE t I 1-3/4(44,5mm) 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 CLOSURE TY-FRL 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 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- 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 P/N 58 - XXX - X - XXX I SIN SPRINKLER TEMPERATURE I 973 2.8K UPRIGHT (1/2"NPT) TY1121 NATURAL BRASS RATING _________________ 981 2.8K PENDENT (1/2"NPT) 1Y1221 CHROME PLATED 165 1165oF(WC) ________________________ 974 5.6K UPRIGHT (1/2"NPT) TY3121 212 212°F(100°j 982 5.6K PENDENT (112"NPT) TY3221 174 8.0K UPRIGHT (3/4"NPT) TY4121 172 8.0K PENDENT (3/4"NPT) TY4221 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*) *Rêfer 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 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tqca TEFLON is trademark of The DuPont Corporation. Fire Protection Products Worldwide Fire Protection Contacts Products Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics General Description 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 TFP6IO Page 2 of 28 I Components: I I 1 -Frame 4 -Bulb I I 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4 1-5/8 (57,2 mm) (41,3 mm) 1 3/16" (28,6 mm) J(206 mm) FLOW FLOW T61 I 2-1/8 T 2 (54,0 mm) RELIEF 3 THREAD 1/2(12,7mm) /NPT NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BB1, 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" i 1-5/8" (57,2 mm) - fl(41.3 mr 13/16" (28,6 mm) (206 mm) FLOW " 6 I FLOW 2 (54,0 5 2-1/8" THREAD RELIEF mm)J /1/2" NPT / NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS 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" i 2-1/4" (39,7 mm) (57,2 (57,2 mm) - 10 11 9 ______________ 1-1/8" (28,6 mm) 8 I FLOW FLOW 2-12" (63,5 mm) FRAME 6 ARMS 2 3 4 WRENCH 1/2" 7/16" HEX NPT (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE B MODELS BB1, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I Components: I 1 - Body 5 - Compression 8 - Deflector I 2 - Cap Screw 9 - Rivet I 3 - Sealing 6 - Lever 10 - Link I Assembly 7 - Deflector Assembly 4 - Saddle Frame 1-5/16" ___ 2-1/8" 1-5/16" : (33,4 mm) (33,3 mm) (54,0 mm) 10 FLOWIi FRAME ARMS 6,2 mm) 6 3" 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 2-1/8' 2" (54,0 mm) [(50,8 mm) - 1-1/16" -_J 1-1/4" (27,0 mm) (31,8 mm) 4 W FLOW -5 6 )FLI~ 3 THREAD ELIEF 7/16(11,1 mm)J 1/2" NPT NOMINAL WRENCH FRAME 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 SPRINKLER - FRAME ARMS 2-1/4" (57,2 mm) : WENHJL _k FLATS 1 1/2 NPT 7/16" (11,1 mm) 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 90° 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., TY4180 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/psi 12 (60,5 pm/bar112) K = 5.6 gpm/p5i112 (80,6 pm/bar112) K = 8.0 gpm/p5i112 (115,5 1pm/bar'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 w/TEFLON 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* - BB3, K=8.0 TY3180* - BB1, K=5.6 TY3181* - BB2, K=5.6 cz:.. TY V&187T HIP, K=56 TY2190 - AP, K=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. VITITM 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. IU WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH 'N JAW FLANGES N. WRENCH USE END 'N JAW FLANGE MARKED- A ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH For Use with BB (K=8.0) Sprinklers 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. WRENCH - FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH N JAW FLANGES 'N. WRENCH- USE END 'N JAW FLANGE MARKED -' A ONLY FIGURE K W- TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH HEX 4~ APPLY WRENCH TO WRENCH HEX ONLY ADJUST WRENCH JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (K=56) & - - SD (K=5.6) Sprinklers WRENCH FLATS T ENGAGE SPRINKLER THREAD RELIEF NEND NCH GES WRENCH UJAW FLANGE 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, 21 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- áated 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 TFP6IO Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM ROOF SPAN, MINIMUM MINIMUM PITCH, MAXIMUM MODEL K SIN (a) (b) (e) FLOW, PRESSURE, Rise Over Run (%) WATER Feet m, gpm (1pm) psi (bar) DELIVERY TIME, Seconds BB1 8.0 1Y4180 :s60 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 :r60 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 8.0 TY4182 ~60 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) BB1 56 1Y3180 >40 (12,2) to :560 (18,3) 38(144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 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) 13133 56 TY3182 >40 (12,2) to 60 (18,3) 38(144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) B131 5.6 TY3180 e40 (12,2) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 40 (12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 5... [3J.a2. .40 (12,2) 25 (35) 20.0(1,4) 10:12 (83) te 12:12 (10) (c) B131 4.2 1Y2180 w20 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) BB2 4.Tv2T81- :~20 (6,1) 13 (43) 3.0 (0,7) BB3 4.2 TY2182 a20 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 TY3183 >30 (9,1) to ~40 (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 :540 (12,2) 35 (132) 39.0(2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 DJ..85. 20 01to4.0...(422)— 35 (132) 30.0 (2,7) -44231,4o4242.1.00 ___)_ SD1 5.6 TY3183 >10 (3,0) to 30 (9,1) 25 (95) 20:0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 56 TV7 70(3,U)toa717(,1) 2!3 (95) 20.0 (1,4) 7-t2 1513) 10 less than 10:12(8) SD3 5.6 TY3185 >10 (3,0)to w30 (9,1) 25(95) 20.0 (1,4) 10:12 (83)to 12:12 (100) (c) SD1 56 TY3183 dO (3,0) 19(72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 1Y3184 10 (3,0) 19(72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (C) SD3 5.6 TY3185 10 (3,0) 19(72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 1Y3187 >20 (6,1) to a28 (8.5) 34 (129 36 9 (2 5) 412 (33) to 12:12 (100) (c) HIP 5.6 TY3187 a20 (6,1) 25 (95) 20.0(1,4) 4:12 (33) to 12:12 (100) (c) AP 5.6 TY3190 10 (3,1) x 12 (3,6) -See note (e) Minimum I PSI ((J,40 par) (4,1 mm/mm.) Design Density 60(d) AP 42 TY2190 Minimum 0.10 gpm/ft2 J_ 1 3:12 (25) to 12:12 (100) 60 (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 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 AP. 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): 8131 (K=8.0), TY4180 ..................P/N 51-623-1-200 8132 (K=8.0), 1Y4181 ...................P/N 51-621-1-200 883 (K=8.0), 1Y4182 ..................P/N 51-622-1-200 BB1 (K=5.6), TY3180 ..................P/N 50-601-1-212 13132 (K=5.6), 1Y3181 ..................P/N 50-602-1-212 B83 (K=5.6), 1Y3182 ..................P/N 50-603-1-212 13131 (K=4.2), 1Y2180 ..................P/N 50-620-1-200 882 (K=4.2), 1Y2181 ..................P/N 50-621-1-200 BB3 (K=4.2), 1Y2182 ..................P/N 50-622-1-200 SD1 (K=5.6), TY3183 ...................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), TY3187 ..................P/N 51-620-1-200 AP (K=5.6), TY3190 ..................P/N 50-625-1-200 AP (K=4.2), TY2190 ..................PIN 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) BACK TO BACK STANDARD SPRINKLER TRUSS SCISSOR 12 TRUSS 4-12 II FIGURE 1 6-0' (183 m) MAXIMUM_______ 4-0" (1,22 m) MINIMUM II II II ii II II BBorSDATflC II II SPRINKLERS II RIDGE II II BRANCH II II II II II LINE ii II II II II II II TRUSS 1 CEILING II II II II II / Ii II II II II / II FIGURE 3 ] r~DE 6" (152,4 mm) MAX. ..__ ROOF SPAN 4"(1O1,6 mm) MIN. (COVERAGE) FROM WALL CK AP or STANDARD SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS 22" (558,8 mm) MAX. SEE I \IN:\ 16" (406,4 mm) MIN. BOTTOM OF SHEATHING1 DRAFT ' FULL WALL TO DECK CURTAIN TO DECK 203,2 FIGURE 2 7-0' (2,1 m) MIN. FOR AP SPRINKLERS 6-0" (1,8 m) MINIMUM FOR I STANDARD SPRAY SPRINKLERS I II II II I II I AP0r STANDARD II ATTIC II I \ II I SPRAY SPRINKLER Il SPRINKLER I RIDGE II II I BRANCH II II II LINE II I 11 TRUSS- CEILING II ii II II II / ii FIGURE 4 22" (558,8 mm) MAX. BB, SD or HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER FORA ROOF PITCH - TRUSS 18' MIN. -or- STANDARD LESS THAN 4:12(33%), (457,2 mm) 12" (304,8 mm) MAXIMUM BELOW PEAK AND 1" (25,4 mm) MINIMUM BELOW BOTTOM OF TOP CHORD OR RAFTER SCISSOR TRUSS 26-0" (7,92 m) MINIMUM BB, SD or HIP ATTIC SPRINKLER AP or STANDARD SPRAY SPRINKLERS FIGURE 5 FIGURE 6 6" (152,4 mm) II Ii MINIMUM 7r- BB. SD or HIP II II SPRINKLER It 11 RIDGE 11 II II II BRANCH II II I II I LINE II II I II II II II II TRUSS -1 II II CEILING II II II II II II II II II II / II 6" (152,4 mm) MAXIMUM 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING BB or HIP ATTIC SPRINKLER FIGURE 7 FIGURE 8 TFP6IO Page 11 of 28 MIN. - - 12' MIN. ATTIC (304,8 mm) (304,8 mm7 SPRINKLER I 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 OPTION A I OPTION B SPACE MIN. [,XJ (152,4mm) JOIST CPVC PIPE CEILING & FITTINGS SPRINKLER CEILING FIGURE 9B NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE 76" (152,4 mm) CEILING JOIST CEILING CPVC PIPE ELEVATION \ & FITTINGS CHANGE 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 — - Ax,t l/'l 11 1 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 BB, SD or HIP COVERAGE ON HORIZONTAL / CEILING ROOF JOIST JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE 86, SD or HIP —'\,--COVERAGE ON MAXIMUM HORIZONTAL 2" (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 BACK 1 I TO BACK I SPRINKLERS / -- SLOPE ___________ FIGURE 12 HIP ROOF INSTALLATION WITH RAFTERS FRAMED PERPENDICULAR TO OUTSIDE WALL (SHOWN WITH HIP SPRINKLERS PROTECTING HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) 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 WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING - PROTECTION BELOW (SEE PAGE 6) HIP SPRINKLERS PROTECT AREA ON BOTH SIDES OF HIP RIDGE RAFTERS IN HIP SLOPE AREA PERPENDICULAR TO OUTSIDE WALL I OUTSIDE MAXIMUM WALL 28-0" (8,5 m) HORIZONTAL HIP RIDGES 6-0" (1,8 m) MAX SEE FIG. 11 3-0' (0,9 m) MIN. ON HIP SLOPE _ i,iI,Ii ROOF i \LOPE RIDGE LINE H' 3-0" (0,9 m) MAX. ON HIP SLOPE 6-0" (1.8 m) MAX.--.- 6-0" (1,8m) MAX. STANDARD SPRAY1 SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE I BACK AREA WHEN TRUSSES h-S \ TO BACK ARE FRAMED PARALLEL I I SPRINKLERS TO OUTSIDE WALL I I • '.., TRUSSES IN HIP SLOPE AREA HIP PARALLEL TO OUTSIDE WALL 'SLOPE 1 ROOF - SLOPE ;T \ I OUTSIDE WALL - I I • MAXIMUM I RIDGE LINE 40-0' (12,2 m) I SINGLE .__---- HORIZONTAL H DIRECTIONAL ./ 3-0 (0,9 m) ROOF SPAN SPRINKLERS I j - MAX. ON (COVERAGE) ---I " / HIP SLOPE HIP RIDGES ----.-. - 3-0" (0.9 m) MAX. ON .__/ CPVC PIPE MAY BE USED IN SHADED AREAONLY HIP SLOPE 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 - i- 6-0"(1,13 m) MAX. SPRINKLERS INSTALLED I - PER NFPA 13 IN HIP SLOPE T IN I AREA WHEN TRUSSES ARE FRAMED PARALLEL '—.-J.. N BACK TO OUTSIDE WALL i\ TO BACK . S SPRINKLERS I I I I I I I I 16 TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL - HIPI OUTSIDE WALL ISLOPE ROOF - 1/ I \ SLOPE IWHEREANAREA I(SHOWN NON-SHADED) I RIDGE LINE IS PROTECTED I WITH V~111, AP SPRINKLERS, I CPVC MAY BE I FOR CEILING PROTECTION I USED BELOW I_I (SEE PAGE 6) _________________________________________ CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES IFORCEILINGPROTECTIONBELOW(SEEPAGE6) 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. 14B) 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. SEE FIG. 11 SEE FIG. 11 50 SPAN (TABLE A) BB SPAN I (TABLE A) AP I 10-0 MAX. SPRINKLERS 10-0 MAX. (3,05 m) BB ATTIC SPACED (3,05 m) SPRINKLER (1,83m) , SPRINKLER 8'o74 m) APgSPRINKLER 61-01, SD ATTIC VERAGE (1,83 rn) 4 SPRINKLER ON CENTER COVERAGE 60MA SPRI AP LERS % 4 TO FIGURE 14A FIGURE 14B 10-0 BACK HIP TO BACK (10 m) SPRINKLERS SPRINKLERS HIP - RIDGES -.- • • • 10-0 (3,0 m) AP -, SPRINKLERS - RIDGE ATTHE EAVES *_ LINE PERIMETER 'I-' . ROOF PROTECTION r - - • -+---.- SLOPE AREA BB SPAN (TABLE A) . . . 10-0 11 (3,0m) / CPVC PIPE MAY BE USED IN SHADED 7-0" to 10-0" 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 BB ATTIC BB ATTIC SPRINKLER 3-1/2" MIN. ANY SPRINKLER 36" MIN. DISTANCE (88,9 mm) .4"/ AIR SPACE (914,4 mm) NO I GREATER ___________ 6" MAX. THAN 6" I SPRINKLER (152,4 mm) (152,4 mm) REQUIRED ADDITIONAL ADDITIONAL AP RE \\ OR STANDARD SPRAY "N / SPRINKLER REQUIRED (LOCATE PER FIGURE 14A OR 14B) 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" (152,4 mm) N 36" (914,4 mm) NO MINIMUM R ADDITIONAL SPRINKLER \\ REQUIRED 4'J1,2 m FIGURE 16C LESS THAN BE ATTIC 6" (152,4 mm) SPRINKLER 36" (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE eAi PER FIGURE /'\_____________________ 14A OR 14B) //\\ , 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 Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction Sprinkler Required Beyond 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-1 01,6 mm) 12" (304,8 mm) NO 4-8" (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) 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"(6,10m) 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 II1N ADDITIONAL AP PER TABLE OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE j, 14AOR14B) 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 to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) 22" (558,8m m) MAX. 16" (406,4 mm) MIN. 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 sprink/ered 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 36(9144mm) NO OR GREATER ADDITIONAL 36" (914,4 mm) SPRINKLERS OR GREATER REQUIRED 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 BB2 BB3 0" 0" 0' 0" V>o' V+15" v+io" V+8 BOTTOM STIFFENERS TOP OF BB ATTIC /ZJ DEFLECTOR SPRINKLER STANDARD IMECHANICALI SPRAY SPRINKLER SPACE f'-' BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA 4" (101,6 mm) TO I 6" (152,4 mm) P. STIFFENERS 12" MIN.12" (304,8 mm)TO 36" (914.4 mm) 3-1/2 MIN. 304.8 mm) INTERMEDIATE I AIR SPACE 36" OR GREATER (88,9 mm) LEVEL BR ATTIC STANDARD SPRAY SPRINKLER /" / SPRINKLER i' T T 7-1/2 MAX. I 12" MIN. STANDARD MECHANICAL 4' (101,6 mm)TO (190,5 mm) (304,8 mm) SPRAY SPRINKLER I SPACE 6" (152,4 mm) TYP. BB ATTIC LESS THAN BR ATTIC SPRINKLER OR 70% OPEN AREA, SPRINKLER STANDARD STANDARD SPRAY OPENINGS LESS THAN SPRAY SPRINKLER INTERMEDIATE SPRINKLER 12" (304,8 mm) WIDE, LESS THAN GREATER THAN TE OR STIFFENERS 12" (304,8 mm) LEVEL // STANDARD 7-1/2 (190,5 mm) WIDE SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND / 'j /" \ STANDARD SPRAY PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) 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 FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WITHIN JOISTS MAX. AP (0,9 m) SPRINKLER AP SPRIG r 6' MIN. JOIST 152,4 mm) I 12" MIN. / 12" MIN. (304,8 mm) (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A ~30' _ (0,9m) -------- SPRINKLER AP SPRIG 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A AP SPRINKLER IF AP 101-0. MAX SPRIG (3,0 m) 6" MIN. r JOIST I (152,4 mm) 12" MIN. I / 12" MIN. I (304,8 mm) (304,8 mm NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B AP SPRINKLER 10-0" MAX. 0, AP (3,0 m) SPRIG 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B JOIST JOIST OBSTRUCTION OBSTRUCTION AP SPRINKLER SPRINKLER A !~ 24' (609,6 mm) A t -1 (Use dimension C or D, - whichever is greater) ELEVATION VIEW PLAN VIEW Horizontal Minimum Distance Vertical Distance (A) Below Deflector (8) 3' (4152,4 mm) (76,2 mm) >61o9" 4" (>152,4 mm to 228,6 mm) (101,6 mm) >9toi2" 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 10609,6mm) (317,5 mm) >24' to 30" 15-1/2" (>609,6 mm 10762.0mm) (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. LL A B = 12 (300 mm) MAX. E SPRIG ARMOVER SPRIG ARM BRANCHLINE BRANCH LINE PVERTICAL L SPRIG DIRECT MOUNT SER 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 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 49) 69 jS(PageiD and Htinklers 20-717 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-B-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-B-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 Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization I MODEL BB MODEL SID MODEL AP BACK TO BACK I SINGLE DIRECTIONAL MODEL HIP OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS 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. DRY SYSTEM SHOWN DRY SYSTEM SHOWN TFP6IO Page 19 of 28 FIGURE 20-A-3. BB 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 Wet Systems - Calculate the most de- manding five SD Sprinklers. Dry Systems Calculate the most de- manding nine SD Sprinklers (see adja- cent figure). RIDGE I II I & IL 1111 WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS RIDGE Wet Systems - Calculate the most de- * & I & & & & 2 & manding five sprinklers. T V V V V T I I \ V Dry Systems - Calculate the most demand- I 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 DRY SYSTEM SHOWN I I 4+0004 DRY SYSTEM SHOWN RIDGE OBSTRUCTION DRY SYSTEM SHOWN TFP6IO Page 20 of 28 FIGURE 20-B-I. 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). * * 1 & a a a a a it a a a • • • • • • I RIDGE_ T T T T $ T T T I I I T\I WALLS OR DRAFT CURTAINS DRY SYSTEM SHOWN L • I I I RIDGE —#-----. . .—.-----.--+ ,_, . p I I I I I I 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 —4 WITH AP I- WITH I WITH AP I-.--- SPRINKLERS SPRINKLERS SPRINKLERS STAGGERED N o . . / SPACING WHEN MORE THAN ONE ROW 0 I/O 0 0 / 0 0 0 0 0 0 MINIMUM SEPARATION 15-0 (4,6 m) WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN AREA 2 AREA 1 AREA 3 WITH AP WITH BB & 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 INA DORMER, AT CROSS, AT A HIP, OR AT AN ELL 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) N.. .\ •\ RIDGE .0 0 /. WALL /.• .1. DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE 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-6 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). It 4 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). * £ I I I - a_ a a a a a a -. . . . . . S S RIDGE_ 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). . S 1 • 0• 4 DRY SYSTEM SHOWN OBSTRUCTION RIDGE FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION N • • RIDGE /-4 • , , 0 /e 23S SO, FT, fl FRS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. Ft (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. TFP61O Page 24 of 28 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 207C-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). WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION DRY SYSTEM SHOWN NOTE: Dry Pipe 1500 SO. 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 8-4, 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 (4 OR LESS) 40 STANDARD SPRAY SPRINKLERS (4 OR LESS) Oil STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) 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). N. RIDGE •J . 0/ WALL DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE TFP6IO Page 27 of 28 12/ 7 MODEL AP SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-13-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding AP Sprinklers. 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.) 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- Calculatton 2 ing sprinklers below the AP Sprin- klers (See Page 6). - 100 (25,4.-m) (5,lrn) h ....-••- 60 (15,2 m) (511 M) (102m) • ' $ . $ Calculation 1 100 (25,4 m) (5,1 M) -60 (15,2 m) - (5,1 M) (12m) L /* STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) 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- CacuIaton 1 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 Calculation 2 (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. 12 i 1 20' 100' (25,4 m) - (5rn) - 60' (15,2 m) (55 M) : I I I •$ I • I ''iiiIII 100' (25,4 m) (5rn) 60' (15,2 m) - (511 rn) (10,2 )H 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 TFP6IO Page 28 of 28 I- 100'(25,4 m) H (5am) 60 (15,2 m) -. (5,1 m) 40'\J / (10,2m) ' ' ' Calculation 1 I—..............................................100 (254 m) ...................... ______ (5,1 m) ......- I 20 60''15, m12 ' (1020m) I • I I I I I I Calculation 2 MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding seven 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). STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM 100' (25,4 m) (5Th) - 60'(15,2 m) (51) 40, N >2. (10,2m) • I I I I I I I I I Calculation 1 100 (25,4 m) (5Th) 60'(15,2 m) (5,1 m) (10,2 m) + Calculation 2 (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! 14.00 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright© 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is a trademark of The DuPont Corporation Fire Protection Products Rle7eMlster i e trrlemrk nf The I tihri701 C.ôrnnrtinn - ES-A-3000SS EXISTING BACKFLOW - FOR REFERENCE ONLY Series 3000SS A M E S Double Check Detector Assemblies Sizes: 21/2 - 12" (65— 300mm) +. 3000SS . - -.'------ -F 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 reversef low off ire protection system substances, i.e., glycerin wetting 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. I[t 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 %" 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 - ULIFM 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. amesfirewater.com I . A I Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) Maximum Working Pressure: 175psi (12 bar) Capacity Flow curves astested by Underwriters Laboratory perUL 1469,1996. * Rated flow **UL Tested * ** kPa pm 21/2" (65mm) kPa psi 3" (80mm) * ** 1P! i I o 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 85 180 300 570 760 950 1140 1330 1520 1710 1900 20902200 1pm 15 fps 4.6 mps kPa psi 4" (1 00mm) ** 103 15 83 12 62 9 41 6 21 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 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) G c::::21 .SSlF, Approsed 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 gpm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4184 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 21 3 0 2000 2250 2500 gpm 250 500 750 1000 1250 1500 1750 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 1pm 5 10 15 fps 1.5 3 4.6 mps 10" (250mm) * ** kPa psi 103 15 83 12 62 9 0-1 41 6 21 3 0 250 500 750 1600 1250 1500 1750 2000 2250 2500 3000 3500 gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9580 11400 13300 1pm 5 10 fps 15 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 2000 2500 3000 3500 40DO 4500 gpm 1900 3800 5700 7600 9500 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 0 in. mm G in. mm L in. mm P in. mm w/Gates lb. kg. w/o Gales 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 6 150 481/2 1232 301/o 765 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 15 381 291/2 749 191/2 495 774 351 190 86 12 300 571/2 1461 531/8 1349 91/2 241 15 381 291/2 749 21 533 1044 474 220 100 AL A M ES W e 9001 1 -2008 _____ FIRE &WATERWORKS amesfirewater.com RTIFIED A Watts Water Technologies Company 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 We invented the concept of flexible fire protectionTM The eJ idvantage FLEXHEAD QUALITY •FLEXHEAD FEATURES Best corrosion resistance • Is seismically qualified for use, Made from 100% 304 stainless steel eliminating the need for an oversized Excellent friction loss values ring around the sprinkler head in F One-inch true-bore ID reducing the need to seismic areas upsize mains and branch lines • Has the same product design that is Pressure surge protection dual listed by both UL and FM Fully braided connection improves pressure • Can be produced domesticaflyto capability and prevents hose damage meet all your project requirements Highest maximum working pressure • Has serial identification with complete Rated up to 300 psig . audit tracking of finished goods No 0-rings or gaskets • Has a comprehensive limited warranty Welded connections reduce potential leak backed by an A++ insurance company points at the inlet and outlet fitting Tightest thread tolerances Outlet fitting threads are machined from solid bar stock reducing potential leaks at the sprinkler head fit-up Introduction 2 Table of Contents 3 Installation Instructions 4 - 5 NFPA 13 Code Language and Seismic Qualification 6 - 7 Friction Loss Data and Specifications 8 Suspended Ceiling Detail 9 Hose Specification Sheet 10 Bracket Specification Sheet 11 FlexHead Commercial Products 12 FlexHead Products 13 FM Global: Testing & Approvals 14-15 CA Office of Statewide Health Planning 18-19 and Development Other Approvals/Information 20 -21 Earthquake Case Study & Limited Warranty 22 -23 Whether your application is commercial, industrial, clean room, or institutional, FlexHead flexible sprinkler systems can save you time and money by offering reliable, highly efficient, seismically qualified, and environmentally responsible products. U.S. and international patents pending: #6,123.154, #6,119,784, #6,752,218, #7.032,680. #6,488,097. The FlexHead name and logo are trademarks of FlexHead Industries. FGG/BM/CZ" System Compatible indicates that this product has been tested, and is monitored on an ongoing basis, to assure its chemical compatibility with FlowGuard Gold'-, BlazeMaster and Corzan pipe and fittings. FGG/BM/CZ, FlowGuard Gold, BIazeMaster', and Corzan are licensed trademarks of The Lubrizol Corporation USGBC and LEED are registered trademarks of the U.S. Green Building Council. FLEXHEAD INO US TRIES .Aatkore (See attached Friction Loss Data information for maximum number of bends per hose length.) We invented the concept of flexible fire protectionTM '( -- : Tools Required Standard pipe wrench Safety glasses Adjustable wrench Drill Materials Required Sprinkler pipe thread sealant Teflon® tape For use with FlexHead hose model numbers 20XX, 20XXH, where XX designates hose length in inches, with MPO-24-BKT-2 bracket system. 0 Mounting Br €Assemby: MPO-24BKT2 (Optional step if required to move open hub center position) If required to move open hub center position on bracket, follow step 1 otherwise start at step 2 below. (Fig. 1) Remove one (1) 3/8' bolt and one (1) ¼" bolt from bracket. Remove (1) Open Hub and Select one (1) of the four (4) sprinkler port locations on mounting bracket. Thread the 3/8" bolt through side of open hub. (Fig. 1) Insert tab of open hub into slot on mounting bracket as shown. Flip bracket over and insert and tighten ¼" attachment bolt thru pre-punched hole in bracket until tight as shown. Fig. 1 Fig.2 *-. Mt A. Remove bracket system from box. From above the ceiling, position FlexHead Mounting Bracket ends on to I-bar grid so that the center hole in support bracket aligns directly above the sprinkler hole prepared in ceiling tile. Be sure the center section of the bracket end is on the outside of grid and base section is on the inside. Position the ends of the support bracket on the T-bar grid and push each of the two (2) ends of the bracket down to snap in place as shown. (Fig. 2) wL A. Anchor bracket to t-bar grid with self tapping screw through bottom hole in bracket end into grid. Be sure to install self tapping screw in lower hole of bracket end V as shown. Repeat process on opposite end of bracket. Both ends of bracket should be anchored as shown. (Fig. 3) 0 Connect FexHead to Sprinkler Branch-line 0 Attach unting back. to Tbar Siperded Hn th Note: These products are designed for use with Intermediate or Heavy Duty ceiling grids manufactured to ASTM C 635 (Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings) and ASTM C 636 (Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels) Designation. FLExHEAtI IN 0 U S r R I ES' A A -- -- - - -------- I pipe A. /Apply iesion iape and pipe seaiani to one inch i. i) threaded end of FlexHead Sprinkler Drop per NFPA guidelines. Attach one inch (1") threaded end of FlexHead Sprinkler Drop to branch-line per NFPA, State and local code guidelines. Flexible Sprinkler Hose Fittings are only to be installed with bends. Do not install without bends. B. lighten FlexHead Sprinkler Drop using pipe wrench to the drop head surface as shown. (Fig. 4) Do not use welded or braided hose section of FlexHead Sprinkler Drop for a wrenching surface. Fig.4 - Or Fl,.,,.- Sp r Lrop to Mou..Jng Bracket and Enstall Sprinkler Head Bend the FlexHead to hold its desired position. Do not over bend the flexible hose. Each FlexHead sprinkler drop has a 3" (76mm) minimum bend radius per UL and 8" (203mm) minimum bend radius per FM guidelines. (See attached Friction Loss Data information for maximum number of bends per hose length.) Insert reducing coupling end of FlexHead Sprinkler Drop through center hole in previously installed support bracket and hole in ceiling tile. Make sure the hose is bent sufficiently so that the reducing coupling sits perfectly vertical in center hole of support bracket. Do not torque or twist FlexHead during installation process. (Fig. 5a) Close hub on bracket and turn the lock shaft 1/4 turn clockwise as show. Lock hub closed. (Fig. 5b) Adjust FlexHead Sprinkler drop height to accommodate type of sprinkler head to be used. When sprinkler head is in desired location, tighten the 3/8 set screw on center hub of support bracket by turning clockwise hand tight plus 1 turn (torque 100 inch Ibs) with wrench as shown in (Fig. 5c). If sprinkler head is not pre-installed, attach sprinkler head, properly prepared with Teflon tape and sealant to FlexHead Sprinkler according to NFPA and sprinkler head manufacturer's guidelines. (Fig. 5d) o Installation of the FlexHead Ceiling Sprinkler System Is Complete Test installation of sprinkler system for any leaks per NFPA Guidelines. Install sprinkler escutcheon from below ceiling per manufacturers guidelines. Fig. 5h Fig. 5d / FL EXHEAEl I N 0 LI S 1 R I E S 9.2.1.3.3* Flexible Sprinkler Hose Fittings. 9,2.1 .3.3.1 Listed flexible sprinkler hose fittings and their anchoring components intended for use in installations connecting the sprinkler system piping to sprinklers shall be installed in accordance with the requirements of the listing, including any installation instructions. 9.2.1 .3.3.2 When installed and supported by suspended ceilings, the ceiling shall meet ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings, and shall be installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels. 9.2.1.3.3,3* When flexible sprinkler hose fittings exceed 6 ft (1.83 m) in length and are supported by a suspended ceiling in accordance with 9.2.1 .3.3.2, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft. (1.83 m). 9.2.1.3.3.4* Where flexible sprinkler hose fittings are used to connect sprinklers to branch lines in suspended ceilings, a label limiting relocation of the sprinkler shall be provided on the anchoring component. A. 9.2.1 .3.3.3 The committee evaluation of flexible sprinkler hose fittings supported by suspended ceilings was based on a comparison of the weight of a 6 It, 1 in (1.8 m) diameter Schedule 40 water-filled unsupported armover weighing approximately 13 lb (5.9 kg) to the weight of a 6 It, 1 in. (1.8 m) diameter water-filled flexible hose fitting weighing approximately 9 lb (4.1 kg). The information provided to the committee showed that the maximum load shed to the suspended ceiling by the flexible hose fitting was approximately 6 lb (2.7 kg) and that a suspended ceiling meeting ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems of Acoustical Tile and Lay-In Panel Ceilings, and installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels, can substantially support that load. In addition, the supporting material showed that the flexible hose connection can be attached to the suspended ceilings because it allow the necessary deflections under seismic conditions. A.9.2. 1 .3.3.4 An example of language for the label is as follows: CAUTION: DO NOT REMOVE THIS LABEL. Relocation of this device should only be performed by qualified and/or licensed individuals that are aware of the original system design criteria, hydraulic criteria, sprinkler head listing parameters, and knowledge of the state and local codes including NFPA 13 installation standards. Relocation of the device without this knowledge could adversely affect the performance of this fire protection and life safety system. Reproduced with permission from NFPA 13-2013, Standard for the Installation of Sprinkler Systems, Copyright© 2006, National Fire Protection Association. This reprinted material is not the complete and official position of the NFPA on the referenced subject, which is represented only by the standard in its entirety. T FLEXIlEArI INOUSTRI Es'L.' Typically, each unit consists of a threaded pipe nipple for connecting to the main or branch feeder line, a flexible hose in standard lengths, a reducing fitting that the sprinkler head attaches to, and a mounting bracket. Flexible connecting hose in standard Lengths - allows the head to move in any direction during a seismic event without causing damage to the sprinkler system 0 Sprinkler branchtine Mountina bracket fitting Pipe nipple Suspended tbar grid Ceiling tile Sprinkler head FlexHead Industries recently satisfactorily completed full-scale seismic qualification testing at the Structural Engineering Earthquake Simulation Laboratory located at the State University of New York at Buffalo. Tests were conducted using the International Code Council (ICC) acceptance criteria "ICC-ES AC- i 56 Seismic Qualification Testing of Nonstructural Components". This is the first time a sprinkler component has been seismically certified using test criteria accepted by the ICC. More than 90% of the states in the U.S. are adopting the International Building Code (IBC) that address, among other things, the installation of fire sprinkler systems in seismic zones. The latest version of the IBC defers to ASCE 7 for the sprinkler/ceiling design in Seismic Design Categories 9SDC)C and D, E&F. In Seismic Design Category C, suspended ceilings are to be designed and installed in accordance with Ceilings & Interior Systems Construction Association (CISCA) recommendations for Zones 0-2; and sprinkler heads and other penetrations shall have a minimum of 1/4-inch clearance on all sides. In Seismic Design Categories D, F & F, suspended ceilings are to be designed and installed in accordance with CISCA recommendations for seismic Zones 3 and 4 with some additional requirements. Except where rigid braces are used to limit lateral deflections, sprinkler heads and other penetrations shall have a 2-inch oversized ring, sleeve, or adapter through the ceiling to allow for free movement of at least 1 inch of ceiling movement in all horizontal directions. Flexible sprinkler connection provide characteristics that exceed the most stringent seismic code requirements. The flexibility of the hose allows the head to move with the ceiling in any direction during a seismic event without causing damage to the sprinkler system. ! FlexHead Industries recently satisfactorily completed full-scale seismic qualification testing at the Structural engineering Earthquake Simulation Laboratory located at the State University of New York at Buffalo using the International Code Council (ICC) testing standard "ICC AC- 156 Seismic Qualification Testing of Nonstructural Components". FLExHEALi I ND US TR Outlet Hose Maximum Number Maximum Equivalent Maximum Maximum Rated ElexHead Internal Duties Assembly of Length of Schedule 40, Ambient Pressure Model # 1.0 Size Length 90-degree Bends Nominal 1 in Diameter Temperature psi (kPa)! psi (kPa) Maximum 3" UL 8" FM . Pipe, ft Rating K-factor in in (cm) ft (cm) 175psi 3110psiFM DL F (C) Standard H Series 2024,2024H 1 1/2(127) 2)6096) 3 1 2 184 11 300 (148) 175(1205)/300(2068) 562 2036,2036H 1 1/2(127) 3(91.44) 3 2 3 26.6 16 300 (148) 175(1205)/300(2068 5.62 2048,2048H 1 1/2(1.27) 4(121.92) 1 4 3 4 30.3 24 300 (148) 175 (1205)/300 (2068) 5.62 2060 2060H 1 1/2(127) 5(1524) 4 4 4 358 29 300 (148) 175(1205)/300(2068) 562 72H 1 1/20 6(182.88) ''' 4 4 45.6 300 (148) 175 (1205)/300 (2068) 5.62 202475 2024H75 1 3/40.90) 2(6096) 3 1 2 147 12 300 (148) 175(1205)/300)2068) 140 2036 75, 2036H 75 1 3/4(1,90) 3(9.1.44) 3 if 2 3 21.8 18 300 (148) 175 (1205)/300 (2065, 14.0.. 204875, 2048H 75 1 3/4(1.90) 4(121.92)4 3 4 29.0 23 300 (148) 175 (1205(/300 (2068): 14.0 1 206075 2060H75 1 3/4(190) 5(1524) 4 4 4 361 29 300 (148) 175(1205)/300)2068) 140 2072 75,072H75 1 3/4(1.90) 6(182.88) 4 4 . 43.2 CD 300 (148) 175)1205)/300)2068) 14.0 175psi,300psi 2024E,2024HE 1 1/2(1.27) 2(60.96) 3 1 2 26.4,14.7 19 300 (148) 175)1205)7300(2068) 5,62 2036E,2036HE 1 . 1/2)1.27) 3)91.44) 3 2 3 30.1,21.8 23 300 (148) . 175 (1205)/300 (2068) 5.62 2048E 2048HE 1 1/20.27) 4)12192) 4 3 4 338 290 27 300 (148) 175 (1205)i300 (2068) 562 2060E 2060HE 1 1/2)1 27) 5)1524) 4 4 4 375 361 32 300 (148) 175(1205)/300)2068) 562 2072E, 2072HE 1 1/2)1.27) : 6)182.88) 4 4 ' 4 41.2, 43.2 : 35 300 (148) 175(1205)/300(2068) 5.62 2024E75 2024HE75 1 3/4)190) 2)6096) 3 1 1 147 18 300 (148) 175(1205)/300(2068) 140 2036E75, 20361HE 75, 1 3/40,90) 3)91.44) 3 1 2 2 21.8 23 300 (148) . 175 (1205)/300 (2068) 14.0 2048E75 2048HE75 1 3/4(l.90) 4(12192) 4 3 3 290 23 300 (148) 175(1205)/300(2068) 140 2060E 75, 2060HE 75 1 314(1.90) '. 5)152.4) 4 4 4 36.1 29 300 (148) 175(1205)7300)2068) 14.0 2072E75,2072HE75 1 : 3/4(l.90)- 6(182.88) 4 4 4 43.2 32 300 (148) 175(1205)/300(2068) 14.0 2036F 1.25 : 1/2)1.27) 3)91.44) 3 - 16.0 ' 300 (148) 175(1205)/300(2068) 5.62 2048F 125 1/2(127) 4)12192) 4 196 300 (148) 175)1205)7300(2068) 562 2072F 125 1/2)127) 6(18288) 4 228 300 (148) 175)1205)/300)2068) 562 2036F75 . 1.25 3/40,90) 3(91.44) 3 9.3 300 (148) 175(1205) 14.0 2048F75 125 3/4)1.90) 4121.92) . - 11.4 ,. 300 (148) 175)1205) 14.0 2072F75 1.25 3/4(l.90) . 6(182.88) 4 . - . 15 300 (148) 175 (1205) , 14.0 2036F100 1.25 1(254) 3(91.44) 3 7.1 300 (148) 175)1205) 224 2048F100 1.25 . 1(2.54) , 4)121.92) 4 . - 8.3 ' 300 (148) 175 (1205) 22.4 2072F100 1.25 1)2.54) '. 6(182.88) 4 : - ' 10.1 300 (148) 175 (1205) 22.4 Model Numbers: The 'H' designates high pressure unit rated to 300 psig and the 'E' designates elbow stde unt, The 'F' designates high flow rate using 1 1/4' intemai hose diameter. FiexHead products are intended for use in hydraulically designed wet, pre-action, deluge or dry pipe sprftikler connections per NFPA 13. 13R, and I 3D guidelines. The hydraulic loss of the FiexHead connector needs to be included in the hydraulic design calculations the same as a salve or fitting. Each FlexHead sprinkler drop has a 3" minimum bend radius per UL guidelines, and a 8" minimum bend radius per FM guidelines. 'FM Equivalent Length Numbers include maximum "K" factor sprinkler head that is listed," 'Equivalent lengths are shown with maximum number of 90 degree bends at the minimum bend-radius. Different values were obtained by FM and UL due to the differences in minimum bend radius, testing protocol and calculation methods. Please see individual testing standards for more information p v FILKNEAV relative to friction loss (Equivalent Length of Pipe). INDU5TR)E5'L'.) wwwf)exhead,com 4 \ 1 2 -3 -4 5 6 7 -, -------------- Sprinkler branch line Flexilead - sprinkler drop 1/4 Self-tapping Metal stud screw typ. 2 Adjustable hub - mounting bracket Sprinkler branch line W Flexliead sprinkler drop Ceiling grid mounting bracket Adjustable hub Suspended lIIII t-bar grid Ceiling tile Sprinkler head (not included) FlexHead Shee track Ceiling Detail Metal stud Sheetrock ceiling Sprinkler head (not included) Each FM approved and UL listed unit is ready to install, pressure- and leak-tested, and comes complete with a flexible stainless steel hose and mounting bracket with adjustable hub. FLExHEAI'J NDUSTRlES- .Aatkore We invented the concept of flexible fire protection" Regular Model Elbow Model - - 1 inch NPT threads - toANSIB1.20.1 .!i, -r B Typ.304SSSch. 40 Pipe B I Weld er WS 00 ANS Al Typ. 304 SS Corrugated Hose 1 inch true-bore internal diameter provides lower friction Loss Typ. 304 SS Braid to prevent elongation and improve pressure retention Weld per -r ANSI/AWS - 4 Typ. 304 SS c Typ. 304 SS outlet spud 1/2 & 3/4 inch female NPT threads - to ANSI 81.20.1 MODEL # A (in.) 8 (in.) C (in.) 0 (in.) E (in.) 2024/2024E 24 3 4.5 1.5, 3, 4 3.5, 5, 6 203612036E 36 3 4.5 1.5,3,4 3.5,5,6 2048/2048E 48 I3 4.5 1.5, 3, 4 3.5, 5, 6 2060/2060E 60 3 4.5 1.5,3,4 3.5,5,6 2072/2072E 72 3 4.5 1.5, 3, 4 3.5, 5, 6 D E r' FLEXHEAIi !N PUS TR!ES%.-" wwwf)exhead.com . '. ... Multiport Design (For use with T-bar and Metal Stud Applications) Model # MP024BKT2 —S--(iI1-2Q L"318 Ot Li '-"- Adjustable Design (For use with T-bar, Metal Stud and Chicago Grid Applications): standard sizes are 16", 2411, and 30" long Model # AD016BKT21, AD024BKT21, AD030BKT2 16"/24"/30" 0.290" 5" 2.33"/5"/5' 2.33 7.74"/15.75"/15.75" 2.50" 2.375" 1.135" fl EE Adjustable Design (For use with T-bar, Metal Stud and Chicago Grid Applications): standard size 48" long Model # AD048BKT2 FLExHEAci 1II4!J41Y1 INDUS TRIE S- .Aatkce 24", 36", 48" 60", 72" hose lengths, Rated working pressure 175ps1, optional 300psi. Straight model, Standard 1" ID., optional 11/4" I.D. Model #s: see page 5 - - - - -- 24", 36", 48", 60", 72" hose lengths. Rated working pressure 175psi, optional 300psi. Elbow model. V Jso 24" Multiport Bracket for T-bar Grid or Metal 16"/24"/30" Adjustable Bracket for Stud applications. T-bar Grid, Chicago Grid or Metal Stud applications. Model #: MP024BKT2 (standard bracket) Model #s: ADOI GB KT2/AD0246 KT2/ADO3OBKT2 - - Y V -. Hat Channel Bracket System for Metal Stud or Hat Channel applications. Model #: AD024BK12 with BKT-HTA 48" Adjustable Bracket for T-bar Grid or Metal Stud applications. Model #: AD048BKT2 Bracket for Confined Space applications having a concrete deck above the ceiling. Model #: UH-2 - FLExHML INDUSTRIES Ae Armstrong' TechZone Ceiling Bracket for use with Armstrong TechZone Ceiling systems. Available in both 4" and 6" long. Model #s: SPO4TZBKT2 / SPOGTZBKT2 APPROVED F <> APPROVED I® nstitui.onal APPROVED APPROVED Suspended Ceilings WE Exhaust Ducts Flexible Sprinkler Hose Fittings were developed to satisfy specific needs of the industry, save the industry millions in losses, provide superior seismic protection and promote the installation of sprinklers. They have been evaluated for use by both Underwriters Laboratory and FM approvals and are tested to approval standards that were independently developed by the testing laboratories. The first listing for a Flexible Sprinkler Hose Fitting was in 1990. FLExHEAri I N D U S T R I E S - . FM GLOBAL TESTING - APPROVAL STANDARD FM1637* FlexHead series 2000 stainless steel sprinkler connections Hydrostatic Strength Test A sample FlexHead was subjected to a hydrostatic pressure of four (4) times the rated working pressure of 175 psi (1205 kpa) to 700 psi (4825 kpa) for a period of five minutes. The assembly showed no signs of rupture, cracking, permanent distortion, or deterioration of performance characteristics, The FlexHead successfully passed this test. Vibration Test A sample FlexHead was secured to a vibration table. The FlexHead hose was bent in a 90° angle and pressurized to 90 psi (620 kpa) and the mounting bracket and hose were then subjected to a total of 25 hours of severe vibration conditions. After the successful completion of the vibration tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Friction Loss (Equivalent length of pipe) To determine the effect of the FlexHead to the discharge coefficient of the sprinkler, the average friction loss through the FlexHead shall be equated to the theoretical length of nominal 1" diameter schedule 40 sprinkler pipe which would produce the same amount of friction loss. Please see friction loss table. Vacuum Test A sample FlexHead was subjected to a vacuum of 25 inHG for a period of five minutes. After the success full completion of the Vacuum Test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Pressure Cycling Test A sample FlexHead was filled with water and bent at a 90° angle and subjected to 20,000 cycles of pressure varying from 0 psi (0 kpa) to 175 psi (1205 kpa) at a rate of approximately 6 cycles per minute. After the successful completion of the pressure cycling tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Fatigue Test A sample FlexHead was subjected to 50,000 cycles of repeated flexing at a rate of 5 to 30 cycles per minute per section 8.3 of ISO standard 10380. After the successful completion of the fatigue test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Head Deployment A sample FlexHead installed in a suspended ceiling was fitted with a sprinkler head and pressurized to 26-175 psi. The sprinkler head was then activated by a heat source at various pressures, and the sprinkler head deployed. The assembly showed no signs of distortion or deterioration of performance on the assembly or sprinkler head. The FlexHead successfully passed this test. FLEXHEAtI INDUSTRIES.' wwwflexheacLcom FOR COMMERCIAL SUSPENDED CEILINGS Flexible sprinkler hose with threaded end fittings are for use in commercial suspended ceilings. The flexible hoses FM are to be installed according to the manufacturers directives. Unless indicated, the hoses have a rated working APPROVED pressure of 175 (1205 kPa,). FlexHead Industries, Inc. 56 Lowland St, Holliston, MA 01746 MODEL NPT (in) HOSE ASSEMBLY LENGTH ft(m) This is a standard flexible hose With a pressure 202..V2o4E 2 3/4 2(0.6) of 175 psi (1205 kPa). Approval on these 203612036E 75 1/2 3/4 - 3 (0.9) models of flexible metal sprinkler hose is limited 2048/2048E 75 1/2 3/4 4(1.2) for use in commercial suspended ceilings, with a 2060/2060E75 1/2 3/4 5(1.5) ceiling bracket system manufactured by FlexHead Industries Inc. The brackets are identified below. 2072/2072E 75 . 1/2 3/4 6(1.8) MODEL NPT (in) HOSE ASSEMBLY LENGTH ft(m) This is a standard flexible hose with a pressure rating of 175 psi (1205 kPa). Approval on these 2024E 1/2 2(0.6) models of flexible metal sprinkler hose incorporates 2036E 1/2 . 3(0.9)1 a stainless steel elbow welded on the outlet end 2048E 1/2 4(1.2) of hose and are limited for use in commercial 2060E 1/2 5) suspended ceilings with a ceiling bracket system manufactured by FlexHead Industries Inc. The 2072E 1/2 brackets are identified below. MODEL NPT (in) HOSE ASSEMBLY LENGTH ft (m) 2024H ..1/2 H" designation indicates a pressure rating of ........................................................................................ ...06..The 300 psi (2070 kPa). Approval on these models 2036H 1/2 . : 3(0.9) of flexible metal sprinkler hose is limited for use 2048H 1/2 4(1.2) in commercial suspended ceilings, with a ceiling 2060H 1/2 5(1.5) bracket system manufactured by FlexHead Industries Inc. The brackets are identified below. 2072H 1/2 6(1.8) MODEL NPT (in) HOSE ASSEMBLY LENGTH ft (m) The UI designation indicates and Institutional 20241 1/2 2 (0.5) flexible hose with a pressure rating of 175 psi 20361 1/2 3(0.9) (1 205 kPa), Approval of these models of flexible metal sprinkler hose is limited for use with 20481 1/2 4 (1.2) pendant and horizontal sidewall applications with 20601 1/2 5(1.5) a UH-1 ceiling/wall bracket manufactured by 20721 1/2 6(1.8) FlexHead Industries. The different FlexHead Industries, Inc. Brackets are identified as follows: PART NUMBER MPO-24-BKT.2 SP-06-TZ-BKT TZ = Tech Zone 06 = Length in inches of bracket ADO-16-BKT-2 i AD = Adjustable ADO-24-BKT-2 16 = Length in inches of bracket 24 Length in inches of bracket ADO-30-BKT-2 BKT Bracket 30 = Length in inches of bracket ADO-48-BKT-2 48 = Length in inches of bracket FL EXHEA ci r- 80O,8296975 iNUSTRiES- LJDERWI'1t:1 1i &. RS LABORATORY TESTING - LISTING STANDARD UL2443* FlexHead" series 2000 stainless steel sprinkler connections Hydrostatic Pressure Test The sample length is to be measured and then the hydrostatic pressure increased to 1.5 times the rated working pressure and held for 1 minute. The sample length is then to be measured again and the length shall not change by more than 0.1 inch/foot of hose length. Mechanical Strength Test A flexible sprinkler hose with fittings installed in its intended position using the anchoring components referenced in the installation instructions shall withstand a torque of 60 pound- feet (81 Nm) applied to the outlet without movement of the fitting outlet, deformation, or fracture. Two samples are to be prepared and subjected to a hydrostatic pressure of twice the rated working pressure. The samples are then to be allowed to dry and then exposed to an ambient temperature in accordance with Table 10.1 for 90 days. Following this exposure, the samples are to be individually subjected to a hydrostatic pressure of twice the rated working pressure for 1 minute. Samples are to be vibrated for a period of 30 hours at frequencies ranging from 18 to 37 Hz. During and after being subjected to the required vibration, the samples are to be examined for signs of leakage, rupture, or movement of the outlet fitting affecting the performance of the flexible hose assembly. Equivalent Length Determination A sample of each length shall be tested in straight lengths and with the maximum number of minimum radii bends referenced in the installation instructions. The calculated pressure loss from the piezometers, corrected for the inlet and outlet velocities, are to be subtracted from the test sample results to obtain a pressure drop for the fitting. Using the Hazen-Williams coefficient of friction of 120, the equivalent length, in feet (m) of pipe, is to be calculated. Salt Spray Corrosion Test Ferrous flexible sprinkler hose with fittings and ferrous anchoring components not protected with a coating shall withstand an exposure to a salt spray atmosphere for 10 days without exhibiting any incipient corrosion. FLEXHEAfI IND US TRIES Aatkore Stress-Corrosion Cracking of Stainless Steel Parts Test Austenitic stainless steel parts shall show no evidence of cracking, delamination, or degradation after being subjected to boiling magnesium chloride solution. The exposure is to last for 150 hours. The test samples are to be examined using a microscope having a magnification of 25X for any cracking, delamination, or other degradation as a result of the test exposure. Low Temperature Test for Dry Pipe Systems Each sample is to be gradually pressurized with air to a pressure of 40 psig (276 kPa) and then sealed. The pressurized assembly is then to be placed horizontally in air maintained at a temperature of minus 40°F (minus 40°C) for a period of 24 hours. Following the 24 hour low temperature exposure, the assembly is to be place in room ambient temperature of 73 ±5°F (23 ±3°C) for an additional 24 hour period. There shall be no decrease in the pressure in the assembly from the pressure measured before the low temperature exposure. Pressure Cycling Test The samples are to be connected to a pressure cycling apparatus, filled with water and vented of all air. The internal pressure is to be cycled 3,000 times from 0 psig (0 kPa) to twice the rated working pressure to 0 psig (0 kPA) at an approximate rate of 10 cycles per minute. During the pressure cycling, observations are to be made for evidence of leakage or physical damage. Vacuum Test Flexible sprinkler hose with fittings shall withstand a vacuum of minus 8.84 psi (minus 61 kPa) without collapse, leakage, or other deterioration of the flexible sprinkler hose and fitting performance characteristics. High Pressure Flow Test Flexible sprinkler hose with fittings and its anchoring components shall maintain the attached sprinkler in the intended operating position while the sprinkler discharges water at 90 percent of the rated pressure of the flexible sprinkler hose. Fatigue Test (Limited Flexibility) Flexible hose with fittings shall withstand without leakage or damage repeated flexing in a direction parallel to the axis of the end fittings. The number of flexing cycles shall be 100 cycles. ,---- ---------- Ry UNDERWRITERS LABORATORY TESTING - VENFEX5269 Flexible Sprinkler Hose with Fittings See General Information for Flexible Sprinkler Hose with Fittings MODEL RATED PRESSURE psig MAX AMBIENT TEMP F° 1 NOM INLET .....ASSEMBLY I BY OUTLET SIZE . rn .1 . LENGTH: . . . ft (mm) . MAX NO OF .NO BENDS . MIN BEND RADI .. EQUIVALENT LENGTI-lOFl in. SCHEDULE40 STEEL PIPE. (C=120) ft FLEXIBILITY TYPE 2024 175 300 1 by 1/2 2 3 3 11 Limited 2036 175 300 1 by 1/2 3 . 3 3 16 Limited 2048 175 300 1 by 1/2 . 4 4 3 24 Limited 2060 175 300 1 by 1/2 5 4 3 29 Limited 2072 175 300 1 by 1/2 6 4 3 35 Limited 2024 i 175 300 1by3/4 2 3 3 12 Limited 2036 175 300 1 by 3/4 3 3 3 18 Limited 2048 175 300 1 by 3/4 4 4 3 23 Limited 2060 175 300 1 by 3/4 5 4 3 29 Limited 2072 175 300 1 by 3/4 6 4 3 32 Limited 2024H i 300 300 1 by 1/2 1 2 3 3 . 11 Limited 2036H 300 300 1 by 1/2 3 3 3 16 Limited 2048H 300 300 1 by 1/2 4 4 3 24 Limited 2060H 300 300 1 by 1/2 5 4 3 29 Limited 2072H 300 300 1 by 1/2 6 4 3 35 Limited 2024H 300 300 1 by 3/4 2 3 3 12 Limited 2036H 300 300 1 by 3/4 3 3 3 18 Limited 2048H 300 300 1 by 3/4 4 1 4 3 . 23 Limited 2060H 300 300 1 by 3/4 1 5 4 3 29 Limited 2072H 300 300 1 by 3/4 j 6 4 3 32 Limited 2024E 175 300 1 by 1/2 2 3 3 19 Limited 2036E 175 300 1 by 1/2 3 3 3 23 Limited 2048E 175 300 1 by 1/2 4 . 4 3 27 Limited 2060E 175 300 1 by 1/2 5 4 3 32 Limited 2072E 175 300 1 by 1/2 6 :.4 3 35 Limited 2024E 175 300 1 by 3/4 2 3 3 18 Limited 2036E 175 i 300 1 by 3/4 3 3 3 23 Limited 2048E 175 300 1 by 3/4 . 4 4 3 23 Limited 2060E 175 300 1 by 3/4 5 4 3 29 Limited 2072E 175 300 1 by 3/4 6 . 4 3 32 Limited 2024HE 300 300 1 by 1/2 2 3 3 19 Limited 2036HE 300 300 1 by 1/2 3 . 3 3 23 Limited 2048HE 300 300 1 by 1/2 4 . 4 3 27 Limited 2060HE 300 300 1 1 by 1/2 5 4 3 32 Limited 2072HE 300 300 1 by 1/2 6 4 3 35 Limited 2024HE 300 300 1 by 3/4 2 3 . 3 i 18 Limited 2036HE 300 :. 300 1 by 3/4 3 3 3 23 Limited 2048HE 300 300 1 by 3/4 4 4 3 23 Limited 2060HE 300 300 1 by 3/4 1 5 4 3 . 29 Limited 2072HE 300 300 1 by 3/4 6 4 3 32 Limited These flexible sprinkler hose with fittings are intended to be installed in accordance with the manufacturer's installation instructions. Copyright © 2009 Underwriters Laboratories Inc. Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. FLEXHEAD r- lNoUSTRIESi; 8OO829&975 Ac We invented the concept of flexible fire protectionTM ..,- .... A JBQVWMF2.4T ANGIORAGB it $FJSMIC FIJGIJ1FFPJNG - www.squlpmantanchorag..cern FLEXHEAD INDUSTRIES & LA T 'LEXHEAD SPRINKLER CONNECTIONS u-o JQDFL # 2024. 202A 9f)4 •20RO 9179 SEiSMIC ANGHORA6E P-AFov DETAIL CUN6 ?4OL4T Office of Statewide Health Planning and Development ANCHORAGE PRE-APPROVAL C.S. frT &q t.. MAX -. LLJ —wir'4 / 20 GA GALVANIZE) FEXHEAD / /.SHEET METAL TAMPER RESISTANT SNAPS ONTO / rs.Fi45 N ON EACH T-BAR CILiN& \ . I - PROVIDED BY FLEXHEAO T-AR CEILING GRIt) ____I N 5PRINKLER HEAI' 3/8, Dcii (BY EN61NEER O- RECORD) (3Y 0) BAC.IONG WT' GENEPALNOfES; ELEVATION ANCHORAGE DESIGN PER 2001 CALIFORNIA But WING CODE - SECTION I6I3A AND ASGE 1-05 SECTIONS 12 AND 13. . ALLOA5LE STRESS PE515N IS USED. HORIZONTAL FORGE (E& = 2.43 H(S IpZ 1.5, °p 25, RP= 2.5) VERTICAL FORCE (E,4) 2. ENGINEER OF RECORD FOR THE BUILDING SHALL PROVIDE SUPPORT STRUC11JRE PSIC-+ED TO SUPPORT IG41T5 AND FORGES .SHOI4N. 3; EN&IF'EER OF RECORD TO VERIFY CONNECTION I4ILL PERMIT ADEQUATE 0I5PLAGEt-4T IN ALL DIRECTIONS. .No. 3566E EXP. 3-31-2010. A FLEXHEAr! L . INDUS TRI APPROVED Fixed• Equipment Anthóragé Office cStatawide Health PlaIn9 and Developrnot OPA-0872-07 Pr*po P, 4 m)44O44 R4 Review By: Arth&ipWPlke 9Q4l9 & SEZMW EWd?dRMM www •qupmntanchor*ge corn FLEXHEAD INDUSTRIES Joe ma FLEXHEAD SPRINKLER CONNECTIONS MODEL # 2024E 2036E 2048E 2O8O 2072E 2 MEM %EETROCX Office of StatewideHealth Planning and Development ANCHORAGE PRE-APPROVAL EXISTING HATER %F'FtY UWE PER NFPA EiVIPE UN (l3( ENGINEER OF RECORD) ThILBSMAX, lOPF&REEELOH 16 6A, sALVANIzEv SHEET METAL. 1/4 SELF TAWIS 5GRE6 - (2)oNFJQ4ENO / 20 GA. GALVANIZED /. SHEET METAL PSUM BOARD GLIN6 WITH METAL (OR PCOC% FRM1D5 MDfER Br DtANEER OF RECORD) f1 SPRINKLER. HEAt-? (BY OTHER5) .. E L E v A o N 3/b' BOLT Th Nit 'EI4ERAL NOTES I. AWC1HORA6E DESIGN PER 2001 CALIFORNIA EUI WING CODE - SECTION IbI3A AND ASCE 1-05 SECTIONS 12 AND 13. ALLOHABLE 51RE55 DESIGN IS USED .. RTIGALFQRCEø.21H . 2 ENGINEER OF RECORD FOR THE EUI WINS SHALL PROVIDE EWPORT STWI GThRE DESIGNEE) TO SUPPORT HEkHT5 AND pp 94c 3 EN&NEER OF RECORD TO VERIF'r CONNECTION HILL PERMIT AOEUATE PISPLACEI*'4T IN ALL .DflEGTI0NS. APPROVED Fixed Equipment Anchorage Offlas of Si.da Hnajli. Pi1f,fl1nj and, Dayakqxnani. OPA-0676-07 No. 3566 .1 31.201D FLEXHEAIJ r INDLiSTRIESL- ) June 21, 2001 FlexHead Industries Mr. Norm MacDonald 56 Lowland St. Holliston, MA 01746 Our Reference: File EX5269 Subject: FlexHead Flexible Sprinkler Hose Fittings Installed Onto Dry Walt Ceiling Grid Dear Mr. MacDonald: This letter is in regard to the subject. Base upon review of the FlexHead UL Listed flexible sprinkler hose fitting system, installation onto a dry wall ceiling grid is acceptable when the ceiling-mounted bracket is screwed to a rigid surface. Self-tapping screws are used to affix the FlexHead mounting bracket to the surface, using the four ports provided which are pre- drilled onto the mounting bracket. Very truly yours, EMIL W. MISICHKO (Ext. 42036) Engineering Group Leader Conformity Assessment Services Department 3011CNBK Emil W. Misichko@us.ul.com A not-for-profit organization dedicated to public safety and committed to quality service FLEXHEAP I NDUS TRIES, Ate National Fire Protection Association N FP4R.utcrvptxch Park, Quin NIA 02 169 -17471 tit77030iT10 . F:ii ('17.77( 7C5 November 15 2006 Mr. Norman MacDonald President riexilead industries, Inc 56 Lowland Street Holliston, MA 01746 Fax: 508-893-6020 Dear Mr. MacDonald, This letter is in response to your email dated November 13 2006 which discussed listed flexible sprinkler hoses specifically FlexHead Your question relalLs to the acceptability of listed technology which was not specifically addressed in previous editions of NFPA 13 including the 1999 and 2002 editions. NFPA 13 1999 Section l.-2 and NFPA 13 2002 Section 1.6 provide specific text that addresses new technology. It is the intent of the current and previous cditions of NFPA 13 to allow the use of listed technologies where they are not specifically addressed in NFPA 13 The base requirement is that they be installed in compliance with all of the listing requirements and manufacturers' instructions These statements have been provided by the technical committees to address the very situation that you have described In essence where anew technology is developed tested and listed as acceptable for automatic fire sprinkler use it can be utiliied in accordance with NFPA. 13 with no ,additional requirements other than those in the listing and rnanu facture rs instructions. In summary it is the intent of NFPA 13 to permit the use of technologies equipment and materials not specifically addressed in NFPA 13 where they are specifically listed for fire sprinkler use and where they have been installed in accordance with the listing requirements and the manufacturers' Please be aware that this response does not constitute a Formal Interpratation as explained in the Important Notice below. lz P.E. Principal F e Pr Principal nicer NFPA l3Sta i File: NFPA 13 Important Notice This correspondence is not a Formal interpretation issued pursuant to NFPA regulations Any opinion expressed is the personil opinion of the author, and does not necessarily represent the official position of the NFPA or its reclinical Committees in addition this correspondence is neither intended nor should be relied upon to provide professional consultation or services. FLExHEAL INDU5TRIES FlexHead flexible sprinkler systems have been protecting exhaust ducts in semi-conductor/electronics facilities for more than fifteen years with no reported failures or leaks, and no sprinkler related downtime. During normal operation, patented FlexHead technology contributes to productivity by allowing the process to continue even during routine maintenance. Less than a year after SimplexGrinnell installed FlexHead flexible sprinklers in a new department store in Bayshore Mall, Mother Nature tested Eureka, CA, with a 6.5 earthquake. This store's fire protection system remained intact and functional throughout the Saturday afternoon quake and its aftershocks, and the store opened for business Sunday morning. Unfortunately, the shaking breached the hard-pipe automatic sprinkler system protecting the rest of the mall, closing the 76 other stores for clean-up and repairs. The Jan. 9, 2010 quake, which was centered about 25 miles oft-shore from Eureka, sent shoppers scrambling at about 4:30 p.m. But after picking up fallen stock, minor cleanup, and the official safety inspection, this store re-opened the following morning. The rest of the mall remained closed until January 13, with damage estimated at $6 million. SimplexGrinnell installed the FlexHead-equipped system in May 2009, Although FlexHead products meet the stringent Los Angeles seismic qualification (AC 156), the decision to use them was strictly economic. The earthquake [rating] didn't have anything to do with it," said Tim Madura, Service Contract Sales for SimplexGrinnell, and when we "It was economics; though, of course, I'm sold on the earthquake thing now! I had to be very competitive, and I knew I had to be low-priced. Using FlexHead was how we could left the job, price the job low enough to get it." The new department store was taking over an existing, 40,000-square-foot anchor-store attached to the main mall, gutting it in order to establish we were done their own layout with new walls, ceilings and fixtures. The existing sprinkler system, which remained in place, was atypical 10x12 spacing with hard-pipe drops hanging down, way ahead of "The ceiling height changed [from the previous configuration], so we removed the drops and everybody else, installed the FlexHeads with the sprinkler heads already attached," Madura said. "We wire- tied them up to the side of the drops until the ceiling went in. "Prior to the grid going in, the And to me, fire department did their 200-pound test for two hours with all our FlexHeads installed, and they were fine with that, Then we waited for the grid, and chased the grid people in there," that's just he continued. tremendous! Madura estimates that using FlexHeads saved at least half of the time, cost and aggravation that hard-pipe installations incur. In addition to reducing the need for cutting and threading to a bare minimum, and completely eliminating the back-and forth adjustments typical to hard-pipe installation, using FlexHead also required only one drain-down and one 200-pound test. "Some agencies will make you come back after you've cut in your drops," he explained. "But here, we drained it one time, put the heads on, and had it tested. We didn't have to drain each drop again or hard-pipe over to the center of tile. All we needed to do was remove the wire-tie, move the FlexHead over to where it was going to be, put our bracket on, put our tile in, put our escutcheon in and we were done." The ability to work fast and efficiently also substantially improved another dimension of SimplexGrinnell's job cost. 'If we had used hard pipe, we would have had an additional trip up there (four hours away) just to put the escutcheons on, which would have been added cost to us," Madura said. FLEXHEADr INDUSTRIES'L':' 56 Lowland Street; Holliston, MA 01746 PHONE:/'5087893-9!596 TOIL FREE! 800-829-6975 ,1\.. wwwMexhead.corn .. i/" •' >L\/ç 4: S 45 L S :. :1? ::'r 4 With FlexHeads, we were able to do it in one trip, and when we left the job, we were done way ahead of everybody else. And to me, that's just tremendous!" This job included about 500 sprinkler heads, none of which were compromised by the earthquake. Even the escutcheons remained in place. "This store didn't lose any escutcheons," Madura said, "and these were concealed, flat plate sprinkler covers. The other stores got beat up pretty badly, and, of course, lost very many escutcheons." Madura wasn't always sold on flexible sprinkler connections. He says that he needed to wait until there was a track record of how well they held up over time. When he was ready to use flexibles, he chose FlexHead because of the quality and the design of the products, leak, and with FlexHead, it's only where you're connected to the hard pipe and where your sprinkler head is. Also, because they're constructed of stainless steel, I think the FlexHeads are just a stronger product." "I was on a service truck for a long time," he concluded. "And I've always had the mindset that I didn't want to give my customers something that wasn't the best or just because it's new to the market. Part of that is that I didn't want to have to come back and fix it down the road, and I've always operated that way. So I try to give my customers the best product that's out there, and this experience has made me very confident in FlexHead." Also, because they're constructed of "FlexHeads are one solid piece, whereas some others have stainless steel, / think the FlexHeads a removable end. To me, that's two extra potential leaks," he said. "Where anything screws together, you have a potential are just a stronger product. ic L FLEXHEAD PRODUCTS LIMITED WARRANTY Flexhead Industries, Inc. warrants that its products will be free from defects in materials and workmanship under normal conditions of use and service for a period of one year from date of sale. Our obligation under this warranty is limited to repairing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service. The decision as to whether to repair or to replace any product shall be made by us, and any repair shall be made at our facility. Notwithstanding the foregoing, the following are specifically excluded from the coverage of this warranty: the sprinkler head of any Flexhead Industries, Inc. product, but Flexhead Industries, Inc. hereby assigns to the original purchaser of any such product the right to enforce the warranty, if any, issued by the manufacturer of such sprinkler head defects resulting from ordinary wear and tear, including, without limitation, the replacement of the so-called poly bag components of any Flexhead Industries, Inc. product products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc. products that have been subjected to misuse, abusive use, or damage by accident or casualty products that have been installed or used in a manner contrary to our specifications, instructions or recommendation products that have been installed or used in a manner that is not in compliance with all applicable requirements of any code, law, regulation or rule of any federal, state or local governmental or industry authority; and products that have not been inspected and maintained in accordance with our specifications, instructions or recommendations, including, without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC) and the National Fire Protection Association (NFPA); and products that have been affected by Microbiologically Influenced Corrosion (MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc. product. If any provision hereof or any portion of any provision shall be held invalid, the remainder of this Limited Warranty shall not be affected thereby, and all provisions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law. THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC. BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUMSTANCES WHATSOEVER, WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN, ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE. The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc. product. FL EXHEAci 800.829.6975 INDUS TRJES1..9 SchedUe-10®/Schedu1e-4 i4 Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule- lO/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (ii'- 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-i O/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. '2 Amerioan. Made' Meets "Buy American" requirement < and is available through distributors in the USA, Canada and Mexico. NPS In; mm Nominal I.D. In; mm WI. Lbs/Ft; Kg/rn .I-1T1 WI. (H20 Filled) Lbs/Ft; Kg/rn t1I Pcs/ Lift WI/Lift (21) Lbs; Kg i. -____ WI/Lift (24) Lbs; Kg WI/Lift (25) Lbs; Kg 1-049 1.680 2.05 70 2,470 2,822 ::TWTh8o 4'2,894 If.JD 14-50 51 1,313 T.610 2.720 3.61 44 2,513 2,872 - 2,992 5.37 44 1.140 2067 - 3650 513 30 2.3 2.628 2.738 1,242 21/2' 65 2.469 62.7 5.790 8.6 7.86 11.73 19 19 2,310 1,048 2,640 1,197 2,750 1,247 Th5 Specifications NPS Nominal I.D. WI. WI. (1120 Filled) Pcs/ WI/Lift (21) WI/Lift (24) WI/Lift (251) In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 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 11/4" 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 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54 39 6.29 37 Q30 98 21/2" 2.635 3.530 5.89 30 2,224 2,542 2,648 ,,,2O1 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 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 51, 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 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 1.3. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: WE Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test @ <~> 9 Listed Approved Listed allied 16100 S. Lathrop . Harvey, IL 60426 Customer Service: tijclJ allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5 -3 tqC0 1,products 9 Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Fire Protection [LB Submittal Sheet for [is] Pressure Rating and Listing/Approval UL ® 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 boll 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 andmaintainedin 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 sprinklermanufacturershould be 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: 201,210,219,250,260,501,5101 519, 51 ODE, 501S, 5105 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 11I4 - 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-i 53 Ordering Procedure 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 throughout the 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 IY4 The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the 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 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 forand 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 byownershipwith 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/or the 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 assumefor it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsibleforsprinklersystem design errors or inaccurate or incomplete information supplied by Buyer or Buyer's 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 BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIREPRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Page 1 of 6 September 2004 TFPI 810 Figure 201 Figure 210 Figure 219 Figure 260 450 Elbow 90° Elbow Tee End Cap Nominal C to E Appx. WI. C to E Appx. Wt. C to E Appx. WI. E to E Appx. Wt. Size Inches Lbs.. Inches Lbs. Inches Lbs. Inches Lbs. 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 1 22.4 0.2 1 1 /2 T7 1.1 2.75 1 1.2 2.75 1.8 0.88 0.6 445 0.5 69.9 0.5 69.9 0.8 22.4 1 0.3 2 2.00 1.8 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 21 /2 2.25 2.2 T7 3.0 3.75 5.8 0.88 0.9 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 76.1 mm 2.25 2.2 315 3.0 3.75 5.8 0.94 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 5 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63.5 1.6 108.0 2.0 108.0 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 2.4 127.0 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 ö 11.3 5.50 15.3 0.92 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 2.1 51, 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 2.3 159.0mm 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 5 12.0 6.50 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 6 5 12.0 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 - - 8 425 7.75 36.5 7.75 1 23.0 12.8 45.0 1.19 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 "T 31.0 05 60.0 9.00 72.1 120.7 14.1 228.6 27.2 31.8 5.25 228.6 32.7 40.0 1000 1.25E20.010 67.0 1.2512 10.00 92.5 1334 18.1 2540 30.4 254.0 42.0 31.8 Available with tapped plugs, contact Tyco Fire & Building Products. j. CluE C to E Figure 201 Figure 210 C to E EtoE-.1 h ç.C!IE Figure 260 Figure 219 Friction Resistance* (Expressed as Equivalent Straight Pipe) Elbow Tee 900 450 Branch Run Size Feet Feet Feet Feet Inches enni Meters Meters Meters Meters 11/4 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 1 1/2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 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 76.1mm 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 6.5 3.3 16.3 6.5 108.0 2.0 1.0 5.0 2.0 4 6.5 33 16.3 6.5 114.3 2.0 1.0 5.0 2.0 8.0 4.0 20.0 8.0 133.0 2.4 1.2 6.1 2.4 8.0 4.1 20.0 8.0 139.7 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 9.5 159.0- 2.9 1.4 7.2 2.9 9.5 4.8 23.8 9.5 165.1 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 13.1 6.6 32.8 13.1 216.3, 40 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 Page 2 of 6 TFP181O ± For reducing lees and branches, use the value that is corrosponding to the branch size. Example: for 8" s 8" x 2" tee, the branch value 2" is 8.0 feet. Friction resistance for all elbows and tees except Figures SiftS and 519S. Figure 501S Friction Resistance 501S, 510S & 519S (Expressed as Equivalent Straight Pipe) Elbow Tee Size 900 45° Branch Run 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 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 1397 8.0 4.1 20.0 8.0 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 2.5 165 1 9.5 4.8 23.8 9.5 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 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 Page 3 of 6 TFP 1810 ['±41 I.ziii. 1.1:1.] I] to E VE Figure 51 ODE Figure 501 Figure 510 Figure 519 Figure 501 Figure 510 Figure 519 Figure 5100E 450 Elbow 90° Elbow Tee 900 Drain Elbow C to E Appx. WI. C to E Appx. WI. C to E Appx. WI. C to E A B Appx. Wt. Nominal ornina Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. Size mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1 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 /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 2.00 1.8 3.25 2.0 3.25 2.7 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 17 2.7 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 2.50 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 1.7 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 5.1 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 6 3.50 12.0 6.50 18.5 6.5 26.0 6.50 3.92 2.75 13.4 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 26.3 108.0 10.4 1969 16.6 1969 20.4 196.9 125.7 69.9 11.9 to E CtoE cloE Figure 510S* Figure 519S° Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee CtoE Appx WI. C to E Appx. WI. C to E Appx. WI. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg. mm Kg. mm Kg. 21 2.00 1.8 2.75 1.5 2.75 2.1 50.8 0.8 1 69.9 0.7 69.9 1.0 2/2 2.25 2.2 1 3.00 2.2 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 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 E50 11.00 5.50 15.0 88.9 5.4 139.7 5.0 139.7 6.8 6" 3.50 12.0 - 11.2 5.50 15.2 88.9 5.4 139.7 5.1 139.7 6.9 8" 4.25 23.0 6.88 23.4 6.88 31.2 108.0 10.4 1748 10.6 174.8 14.2 *Note: Figure 510S and 519S fittings are special shell radius fittings with smaller center Lu end dimensions than standard grooved fillings. Depending on the size and coupling used, there may be interferences at the bolt pads which requires repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 5195 fittings. Contact Tyco Fire Products for details. Figure 250 Cast -E to E-1 Figure 350 Fabricated Sizes 3" to 6" to E -M Figure 350 Fabricated Sizes 8" to 12" Page 4 of 6 TFP181O Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. WI. 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 x 1Y4 2.50 535 1.0 0.5 *1397 x 3.50 88.9 4.2 1.9 *6 x 4.00 101.6 5.8 2.6 *2 x 1 ½ 2.50 63.5 1.3 0.6 *1397w,* X 4 3.50 88.9 4.4 2.0 8 x 2 5.00 127.0 12.2 5.5 *21/ x 2 2.50 63.5 1.2 0.5 5x 1½ 3.50 88.9 4.6 2.1 8 x 2½ 5.00 127.0 12.1 5.5 *761 x 11/2 2.50 1.5 5x2 3.50 4.6 8 x 3 5.00 12.0 63.5 0.7 88.9 2.1 127.0 5.5 *761 x 2 2.50 63.5 1.6 0.8 5 x 2½ 3.50 88.9 4.5 2.0 8 x 5.00 1270 11.9 5.4 3X11/4 2.50 1.3 5 x 3 3.50 4.4 8x5 5.00 11.3 63.5 0.6 88.9 2.0 127.0 5.1 3x1Y2 2.50 1.3 *5 x 4 3.50 4.5 8x6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4.9 *3 x 2 2.50 63.5 1.3 0.6 *165.1,,.x3 4.00 101.6 5.5 2.5 10x4 6.00 152.4 21.9 10.0 *3x2½ 3.00 76.2 1.5 0.7 *1651 X 4.00 101.6 6.0 2.7 lOx 5 152.4 6.00 21.6 9.8 *3 x 76.1 3.00 76.2 2.0 0.9 *16510397 4.00 101.5 5.6 2.5 10 x 6 6.00 152.4 21.1 9.6 4 x 1¼ 3.00 2.2 *6 x 2 4.00 6.0 lOx 8 6.00 19.5 76.2 1.0 101.6 2.7 152.4 8.9 X 1Y 3.00 2.3 6 x 2½2 4.00 6.0 12x4 7.00 28.0 76.2 1.0 101.6 2.7 177.8 12.7 3.00 2.3 4.00 6.0 7.00 30.0 *4 X 2 76.2 1.0 * 6 X 76.1mm 101.6 2.7 12 x 6 1778 13.6 *4x2½ 3.00 2.3 6 x3 4.00 6.0 12x8 7.00 28.0 76.2 1.0 101.6 2.7 1778 12.7 3.00 3.2 4.00 5.9 7.00 33.0 *4 x 76,1-76.2 1.5 *6 X 101.6 2.7 12 x 10 1778 15.0 3.00 2.6 4.00 6.3 x 3 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. 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. 1/2 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 i /2 1.900 48.3 31.8 44.5 48.0 0.3 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 1.37 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 14 1.47 1.97 1.89 1.28 21/2 2.875 73.0 37.3 50.0 48.0 0.6 1.37 2,00 2.02 1.50 34.8 50.8 51.3 0.7 ISO-7 threaded outlets are available upon request. Page 5 of 6 TFP1 810 ja [ii c]cj i:1jT•1] L' i.}*iitIcl Figures 391, Figure 312 Figure 313 392 and 393 221/2 Elbow 111/4° 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. 1h/4 ' 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 11/2 4.00 0.9 1.75 0.5 1.38 0.5 101.6 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 21/2" 4.00 1.9 2.00 0.7 1.50 1.1 101.6 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 1 57,2 0.6 38.1 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 3.9 101, 8.00 27.0 4.38 14.0 2.13 9.1 203.2 12.2 11.3 6.4 54.1 4.1 12" 8.00 33.0 4.88 22.0 2.25 16.7 203.2 15.0 124.0 10.0 57.2 7.6 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 0.9 101.6 1.3 11/2 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 3.25 2.7 4.0 5.2 2' 82.6 1.2 ' 101.6 2.4 21/2 3.75 5.0 4.00 8.0 95.3 1 2.3 101.6 3.6 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 127.0 5.4 152.4 1 7.8 5.50 17.1 6.00 21.4 139.7 7.8 152.4 9.7 6" 6.50 27.5 6.00 26.0 165.1 1 12.5 152.4 11.8 8" 7.75 47.0 6.00 38.4 196.9 21.3 1 152.4 17.4 9.00 68.0 8.00 65.0 10" 228.6 30.8 203.2 29.5 10.00 107.0 8.00 91.0 12" 254.0 48.5 203.2 1 41.3 ii E to E H Figure 391 E to F 392 e 1E Figure 393 Figure 312 A ' C )WE Figure 313 to E t-CtoE -I Figure 327 Etc E Figure 341 Page 6 of 6 TFP181O I. H- C to E -H CtoE 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. 11/2 x 1V2 x 1V4 3.25 2.0 6x6x4 6.50 26.6 82.6 0.9 165.1 12.1 2 x2 x 11/2 3.25 2.7 6x6x5 6.50 27.0 82.6 1.2 165.1 12.2 21/2 x 21/2 i 3.75 4.2 8x8x2 7.75 36.2 95.3 1.9 196.9 16.4 2112 x 21/2 X 11/2 3.75 4.2 8x8x3 7.75 36.5 95.3 1.9 195.9 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 xl ½ 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 195.9 16.7 3 x 3 x 2 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 lOx 2 9.00 57.1 108.0 2.6 228.6 25.9 4 x 4 x 11/4 5.00 9.8 lOx lOx 3 9.00 57.4 127.0 4.4 228.6 25.0 4 x 4 x 11/2 5.00 9.9 lOx lOx 4 9.00 57.6 127.0 4.5 228.6 26.1 4 x 4 x 2 5.00 10.1 lOx lOx 5 9.00 57.8 127.0 4.6 228.6 26.2 4 x 4 x 21/2 5.00 10.3 lOx lOx 6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x10x8 58.4 9.00 127.0 4.8 228.6 26.5 5 x 5 x 2 5.50 14.5 12 x 12 x 3 10.00 80.2 139.7 5.6 254.0 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 36.5 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 5 x 5 x 4 5.50 15.8 12 x 12 x 6 10.00 80.9 139.7 7.2 254.0 36.7 6 x 6 x 2 6.50 26.5 12 x 12 x 8 10.00 91.4 165.1 11.9 254.0 1 41.5 6 x 6 x 2/2 6.50 26.5 12x 12 x 10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 ___________ 165.1 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 (I1-1-1000). 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. d - tqCa /Fire & Building I 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 joint 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 10 JANUARY, 2008 TFPI7I0 Page 2 of 10 TFPI7I0 BT 6B FIGURE 811 FIGURE 813 90 0 ELBOW 45 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 Size Figure 813 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 (38.1) (0,21) 1-1/4 1.75 0.73 86281 DN32 (44,5) (0,33) 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 TFPI7IO FIGURE 812 900 REDUCING ELBOW Nominal Pipe Figure 812 Size ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part Number DIN (mm) (mm) (mm) (mm) (mm) (kg) 3/4 x 1/2 1.19 1.19 0.63 0.63 0.33 86342 DN20x15 (302) (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) (20,6) (0,20) 1 x3/4 1.38 1.44 0.69 0.88 0.53 86211 DN25 x 20 (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 DN32x20 (36,6) (41,4) (19,0) (26,9) (0,34) 1-1/4x 1 1.56 1.68 0.88 1.00 0.77 86214 0N32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35) 1-1/2x314 1.50 1.75 0.75 1.19 0.95 86221 DN40x20 (38,1) (44,4) (19,0) (3012) (0,43) 1-1/2x 1 1.63 1.81 0.88 1.13 0.99 86215 DN40x25 (41,4) (46,0) (22,4) (28,7) (0,45) 1-1/2x1-1/4 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 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 DN50x40 (50,8) (55,6) (31,8) (36,6) (0,76) 2-1/2 x 2 2.38 2.63 1.25 1.88 3.01 86262 DN65x50 (6015) (66,8) (31,8) (47,8) (1,36) TABLE 2 NOMINAL DIMENSIONS FIGURE 812 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 D (mm) (mm) (mm) (mm) Lbs. Number (kg) 1 1.50 1.50 0.81 0.81 0.97 0N25 (38,1) (38,1) (20,6) (20,6) (0,44) 86284 1-1/4 1.75 1.75 1.06 1.06 1.59 DN32 (44,4) (444) (26,9) (27,0) (0,72) 86285 1-1/2 1.94 1.94 1.19 1.19 1.89 DN40 (49,3) (49,3) (30,2) (30,2) (0,86) 86286 2 2.25 2.25 1.50 1.50 2.93 86287 DN50 (57,1) (57,1) (38,1) (38,1) (1,33) 1-1/4x1-1/4x1 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 1 x 1 1.81 1.63 1.06 1.94 1.48 DN40 x 40 x 25 x 25 (46,0) (41,4) (26,9) (49,3) (0,71) 86322 2 x 2 x 1 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 TFPI7I0 Page 5of 10 A7 jBA FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING Figure 814 Figure 818 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.33 86340 1.38 0.31 (14,2) (0,15) (35,1) (7.9) 0.75 0.50 86341 1.63 0.56 (19,0) (0,23) (41,4) (14,0) 0.81 0.85 86230 1.75 0.38 (20,6) (0,38) (44,4) (9,7) 1.06 1.30 86231 2.00 0.56 (26,9) (0,59) (50,8) (14,0) 1.19 1.63 86232 2.19 0.75 (30,2) (0,74) (55,6) (19,0) 1.50 2.63 86233 2.63 1.13 (38,1) (1,19) (66,8) (28,7) 1.56 4.55 3.00 0.75 TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 DN65 (68,3) (39,6) (2,06) 86234 (76,2) (19,0) (1,04) 72758 Nominal Pipe Size A Approx. ANSI Inches Inches Weight Part ON (mm) Lbs. Number (kg) 1/2 1.13 0.18 72779 DN15 (28,7) (0,08) 3/4 1.31 0.26 72778 DN20 (33,3) (0,11) 1 1.50 0.44 72755 DN25 (38,1) (0,20) 1-1/4 1.75 0.54 72754 0N32 (44.4) (0,24) 1-1/2 1.94 0.71 72753 0N40 (49,3) (0,32) 2 2.25 1.15 72752 DN50 (57,1) (0,52) 2-1/2 2.69 2.29 TFPI7IO Page 6 of 10 FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D E F Approx. ANSI Inches Inches Inches Inches Inches Inches Inches Weight Part DN (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 DN20 x 20 x 15 (30.2) (30.2) 1 (31,8) (16,0) (16,0) (17,5) (0,21) 86235 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) (224) (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 0N25 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) (30,2) (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 DN25 x 20 x 20 (35,1) (33,3) (36,6) (17,5) (19,0) (22,4) (0,31) 86757 1 x3/4x1 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 x 1/2 1.25 1.25 1.38 0.56 0.56 0.81 0.66 DN25x25x15 (31,8) (31,8) (3511) (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 1 x 1-1/4 1.69 1.69 1.56 1.00 1.00 0.88 0.97 0N25 x 25 x 32 (42,9) (42,9) (39,6) (25,4) (25,4) (22,4) (0,44) 86240 1 x 1 x 1-1/2 1.81 1.81 1.63 1.13 1.13 0.88 1.14 DN25x25x40 (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 l-1/4x1 x3/4 1.44 1.38 1.62 0.75 0.69 1.06 0.90 DN32 x 25 x 20 (36,6) (35.1) (41,2) (19 (17,5) (27.0) 86243,0) (0,41) 1-1/4 x 1 x 1 1.56 1.50 1.69 0.88 0.81 1.00 1.03 DN32 x 25 x 25 (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) (42,9) (44,4) (27.0) (25,4) (27,0) (0,50) 86245 1-1/4 x 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 1-1/4 x 1-1/4 x 1/2 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 1-1/4x1-1/4x3/4 1.44 1.44 1.63 0.75 0.75 1.06 0.96 DN32 x 32 x 20 (36.6) (36,6) (41,4) (19,0) (19,0) (27,0) (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 DN32 x 32 x 25 (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 DN32 x 32 x 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 DN32 x 32 x 50 (54,1) (54,1) (50,8) (36.6) (36,6) (28,6) (0191) 86251 1-1/2 x 1 x 1/2 1.44 1.31 1.69 0.69 0.63 1.13 0.97 DN40 x 25 x 15 (36.6) (33.3) (42,9) 1 (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 DN4O x 25 x 20 (38,1) 1 (35,1) (44,4) (19.0) (17,5) (30.2) (0,52) 86253 1-1/2 x 1 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 1-1/2x 1 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) (30,2) (0,69) 86255 TABLE 5(1 0F2) NOMINAL DIMENSIONS FIGURE 815 Page 7 of 10 TFPI7IO FIGURE 815 REDUCING TEE Nominal Pipe Size Figure 815 A B C D E F Approx. 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) (0,47) 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 DN40x32x25 (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) 1 (17,5) (28,7) (0,52) 1-1/2 x 1-112 x 3/4 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) 1-1/2 x 1-1/2 x 1 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) 1-1/2 x 1-1/2 x-1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 DN40 x 40 x 32 (46,0) (46,0) (47,6) (27,0) (27,0) (30,1) (0,68) 86264 1 1-1/2 x 1-1/2 x 2 2.19 2.19 2.00 1.44 1.44 1.25 2.00 DN40x40x50 (55.5) (55,5) (50,8) (36,6) (36,6) (31,7) (0,91) 86265 2 x 1 x 2 2.25 2.00 2.25 1.50 1.31 1.50 2.18 86266 DN50 x 25 x 50 (57,2) (50,8) (57,2) (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 DN50x32x50 (57,2) (54,1) (57,2) (38,1) (36,6) (38,1) (1,05) 86267 2 x 1-1/2 x 1/2 1.50 1.44 1.88 0.75 0.69 1.31 1.50 DN50x40x15 (38,1) (36,6) (47.8) (19,0) (17,5) (33,3) (0,68) 86268 2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 DN50 x 40 x 20 (41,4) (38,1) (49,3) (22,4) (19,0) (35,0) (0,73) 86269 2x1-1/2x1 1.75 1.63 2.00 1.00 0.88 1.31 1.65 DN50x40x25 (44,5) (41,4) (50,8) (25,4) (22,4) (33.3) (0175) 86270 2 x 1-1/2 x 1-1/2 2.06 1.94 2.19 1.31 1.19 1.44 2.03 86272 0N50 x 40 x 40 (52,4) (49,2) (55,5) (33,3) (30,2) (36,6) (0192) 2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 2.37 DN50x40x50 (57,1) (55,5) (63,5) (38,1) (36,6) (38,1) (1,07) 86273 2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 DN50x50x15 (38,1) (38,1) (47,8) (19,0) (19,0) (33,3) 1 (0,68) 86222 2x2x3/4 1.63 1.63 1.94 0.88 0.88 1.38 1.67 DN50x50x20 (41,4) (41,4) (49,3) (22,4) (22,4) (35.0) (0,76) 86223 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) (445) (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 DN50 x 50 x 32 (47,8) (47,8) (54,1) (28,7) (28,7) (36,6) (0,93) 86225 2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 DNSO x 50 x 40 (50,8) (50,8) (55,6) (31,8) (31,8) (38,1) (0,96) 86226 2 x 2 x 2-1/2 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 DN65x50x20 (44,5) (41,4) (58,7) (15,9) (22,4) (44,5) (1,01) 86274 TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 I. Page 8of 10 TFPI7I0 1IPTT, J U..'. 111111 FIGURE 820 CAP FIGURE 830 BRASS SEAT UNION FIGURE 719 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 0.94 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 DN25 1.18 (30,0) 0.33 (0,15) 72824 2.19 (55,6) 0.81 (20,6) 1.08 (0,49) 86276 86294 1.25 (31,7) 0.28 (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) (3511) (0,23) 1-1/2 1.38 0. 68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 DN40 (35,1) (0131) (66,8) (30,2) (0,92) (36,6) (0,32) 2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297 DNSO (38,1) (0,43) (79,5) (41,4) (1,43) (38,1) (0,41) 2-1/2 1.75 1.80 72825 - - - - - DN65 (44,5) (0,82) - - TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 TFPI7IO Page 9 of 10 ri 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) 3/4 x 3/4 1.50 0.22 72981 - - - - - - - DN20 x 20 (38,1) (0,10) 3/4 x 3/4 2.00 0.31 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) (0110) (42,9) (1217) (0,17) 1 x3/4 1.06 0.18 72762 1.75 0.50 0.53 86229 DN25 x 20 - (2619) (0,08) (43,2) (12,7) (0,24) 1-1/4x1 1.19 0.31 72763 - - - - 0N32 x 25 - - - (30.2) (0,14) 1-1/2x1 1.25 0.53 72757 - - - - DN40x25 - - - (31,7) (0,24) 1-1/2x1-1/4 1.25 0.35 72764 - - - - -DN40x32 - - - (31,7) (0110) 2x1 1.38 0.75 72759 - - - - DN50 x 25 - - (35,1) (0,34) 2 x 1-1/4 1.38 0.69 72761 - - - - DN50x32 - - - (35,1) (0,31) 2x1-l/2 . 1.38 0.62 72775 - - - - DN50'x40 - - - (35,1) (0,28) TABLE 7 NOMINAL DIMENSIONS FIGURE 825, 827 & 816 Page 10 of 10 TFP1710 Nominal Pipe Size ANSI Inches Part DN Number (kg) 1 x 1/2 x 1 42000 DN25 x 15 x 25 (0,43) I x 1 x 1 42001 DN25x25x25 (0,43) 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 DN25 x 15 (38,1) (19,1) (76,2) (0,32) 1 x 1 1.50 0.75 3.00 0.90 42002 DN25 x 25 (38,1) (19,1) (76,2) (0,40) TABLE 9 NOMINAL DIMENSIONS STREET ELBOWS © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 CALIFORNIA TEES TABLE 8 NOMINAL DIMENSIONS CALIFORNIA TEES California Tees A B C 0 Approx. Inches Inches Inches Inches Weight (mm) (mm) (mm) (mm) Lbs. 1.50 0.88 3.00 0.75 0.95 (38,1) (22,4) (76,2) (19,1) 1.50 0.75 3.00 0.75 0.95 (38,1) (19,1) (76,2) (19,1) 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-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed Pi!iy 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 H c.Lus LISTED OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 551.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 200 - "Trimline" Adjustable Band Hanger US LISTED Fig. 200R (Import) - "Trimfine" Adjustable Band Hanger w/Retainer Ring 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. (2112' 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-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mu. 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. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 33/8 2,4 400 12 11/4 3/8 8mm or10mm 33/4 27A 400 13 1½ 3/8 8mm or 10mm 3/8 2/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 5/s 4 600 29 31/2 3/8 10mm 7/8 51/4 600 34 4 3/8 10mm 73/8 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 • 830.786.5266 www.tolco.com Ft] 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 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 i98- Rod Stiffener Size Range - Secu1&..L8 thru 7/8 hanger rod Material - Carbon Steel Function - Secures channel to hanger or vertical seismic bracing. Approvals - Included in our Seismic Restrain alog approved information relatina to OSHPD oroiects, olease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Component of State of California OSHPD Approved Seismic Restraints System 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 wwwto!co.com Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. 114" 80/ GST 130 1/4 x 1" 210 J'16' O B) 114 8403957 GST 200 1/4 x 2 1790 1) 1/4" 800457 CST 300 114 x 3' 2060 (Fir) 3/8 8006957 GST 75 1/4 x 3/4" 564 /34 FIj/ 3/8" 8007957 GST 10 1/4 xl" 19 16L)SB) 23 125 25 125 25 15 25 125 125 125] iL3 81/2- 38 8009925 8010957 3/8" 8069925 3/8 8011925 3/811 8012925 12 841395 1i2 8014925 112 80 5924 1/2" 8016925 1 "' 8217924 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 . GST 30 - 1/4 x 3 2060 (Fir) 1500 1475 25 123 #14 Ma GST 30-SS 1/4 x 3" 2060 (Fir) .--.... 25 /25 Nut Driver Part #8113910 GST 40 114x4 2180 1'Fi[j, 25 125 GST 60 1/4 x 6" 2230 (Fir) 25 125 - GST 2 1/4 a 2 176 (Fir) 24 15 GST z5J / 3/8x21i2 2113 Fin, 25 125 GST3 GST 4 1/4x3 1/494" 2275 iFir) 2180 1Firj 25 25 12 125 GST 6 114 a 236 Fir) 35 125 414 SW Red Nut Driver Part #8114910 Product Features Eliminates distortion of threaded rod. 'Saves time from traditional methods. Accommodates up to 3 %'x 12 pitch roof. Reduces installation cost. '. I 'Allows 17 deflection from vertical. "Made in the U.S.A. .............................................................. MW 257 ~Fir) 5141v31 2,il-GSI 30 14x3" 1720 (Fir) lhijtJ 1475 25 125 [j #14 Black Nut Driver SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into 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 inttallationis. For the most up to date information, visit www.sam,mysuperscrew.com 4-OHS 0 ~ ,.. MADE IN U.S ' F Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Not less than 2' nominal width / --- - (1-112) us to 3-112' pipe, not less than 3' (2-1,2') nominal width 4' & 5 pipe Minimum 2-l!"2' from boSom for Floor J0 St LJ>. / branch tires. Minimum 3' from - -a / bottom for main tines. Exception: This ,., / Z requirement shalt not apply to or thicker cker nailing ships resting on tap of ,{ ( steel beams. Saves time from traditional methods. Reduces installation cost. -- "r-""n-""- '- -.' a, '-- -'----'----' - --- - -••" ' r ,F - --- "r - ' - - - -8018957 ..,. - 38" 8021957 SWG 20 - 1/4 1725 (F'r) 1050 25 12 318' 8073925 SWG 29-SS 1/402' 1725 (Fir) 850 25 125 pfa SW Red 3/8' 9022025 SWG 25-380 3'8x 2-1>2 2249 (Fir) 1500 25 12 Nut Driver - 3/8 .8023925 SWG 30 1/4x3" 1884 (Fir) 25 125 Part #8114910 - n 77 1. Insert the appropriate nut driver into a 3/8" or 1/2 portable drill, 1. Insert the appropriate nut driver into a 3/8 or 1/2" portable drill. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910), Drill should be in a vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove, The SAMMYS is now ready tD receive I/4' 3/8' 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the # 14SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS. stop the drill and remove. The unit is now ready to receive 1/4' 3/8" or metric all thread rod or bolt stock. Note.- When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and sate installation each time. When the face of the driver comes into contact with the material you are insfhuling into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate not driver for installations. ®DLCO <F >M APPROVED FM Approved Design Loads * 21/2" (65mm) pipe size - 1600 lbs. (711kN) 3" (75mm) to 4" (100mm) pipe size - 1700 lbs. (7.56kN) 5" (1 25mm) to 8" (200mm) pipe size - 1033 lbs. (4.59kN) Fig. 1001 -Sway Brace Attachment Size Range: Pipe size to be braced: 21&" (65mm) thru 8" (200mm) IPS. * Pipe size used for bracing: 1 "(25mm) and 11/4" (32mm) Schedule 40 lPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 64. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4" (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other Cooper B-Line,TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. See load ratings in FM Approved Design Load chart. * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where? is the installation angle measured from the vertical. FM Approved design loads are based on ASD design method. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Fig. 980 Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Designed to meet or exceed requirements of FM DS 2-8. Fig. 4L Longitudinal Brace Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1 "(25mm) thru 2" (50mm), Cooper B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 1.3 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/TOLCO 'braced pipe" attachment, Fig. 1000, 1001, 4L, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe'. Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L or other TOLCO approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) ® TLCZJ APPROVED Set Bolt Included Mounting Hardware Is Not Included Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish. * Standard size. Mounting attachment hole size. Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line 4-Way Riser Brace (plan view) Fig. 41 - Longitudinal "In-Line" Sway Brace Attachment Size Range: 21 /2 (65mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2 ' (65mm) through 8" (200mm) pipe. For UL Listed information refer to page 46. Installation Instructions: Fig. 4L is the "braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. < >M APPROVED Set Bolt & Hardware Included Longitudinal Brace FM Approved when used with 1 ', 11/4', 11& or 2' Sch. 40 brace pipe. FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s ('Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper 13-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line