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HomeMy WebLinkAbout3979 JAMES DR; ; FPR2017-0395; PermitPERMIT REPORT cfaty of CE drisbad Print Date: 10/21/2021 Job Address: 3979 JAMES DR, CARLSBAD, CA 92008 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2071307600 Track #: Valuation: $578,296.43 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check U: Permit No: FPR2017-0395 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 11/22/2017 Issued: 12/05/2017 DEV05075 Finaled Close Out: 09/15/2021 Inspector: Final Inspection: ProjectTitle: HIGHLANDJAMES Description: HIGHLAND JAMES SUBDIVISION (LOT 2) -SPRINKLER 13D (39 HEADS) FPContractor: INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVE, U STE 101 SANTEE, CA 92071-4457 (619) 593-8200 FEE . AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $360.00 Total Payments To Date: $360.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov HYDRAULIC CALCULATIONS for RO—ol + - Job Information Project Name: HIGHLAND JAMES SUBDIVISION (LOT2) Contract No. : C6864 City: CARLSBAD, CA 92008 Project Location: 3979 JAMES DR. Date: 11/21/2017 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION, INC. Address: 8779 CO1TONWOODAVE.,STE. 101 City: SANTEE, CA 92071 Phone Number: 619-593-8200 E-mail: DAV1N@IFPINC.NET Name of Designer: DAV1N BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design - Remote Area Name 2 Remote Area Location GREATROOM Occupancy Classification RESIDENTIAL Density (gpmlft2) 0.051 Area of Application (ft2) 512 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 2 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 5 Total Water Required (incl. Hose Streams) (gpm) 31.1 Required Pressure at Source (psi) 60.4 Type of System Wet Volume - Entire System (gal) 16.1 gal Water Supply Information Date 11/15/2017 Location CARLSBAD MUNICIPAL WATER DISTRICT Source 1 Notes File: C:\Users\davin\appdata\local\temp\C----_1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Node Labels: Off Pipe Labels: Off Diagram for Design Area: 2 lflntimu7prl HvdriiiIk SimnlifiArfl File: C:\Users\davin\appdata\locaItemp\C----_1_1 _7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 Job: HIGHLAND JAMES SUBDMSION (LOT2) Hydraulic Analysis for: 2 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1: 1 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 76.4 500 67.4 I Static Pressure I Residual Flow I Available I I I Total Demand I Required Pressure Node at Source Pressure I Pressure J I (psi) (psi) (gpm) I I (psi) (gpm) I (psi) 1 76.4 67.4 500 76.3 31.1 60.4 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 5 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 5 Sprinklers Ovehead Sprinkler Flow (gpm) 26.1 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 26.1 Other Required Margin of Safety (psi) 0 1 - Pressure (psi) 60.4 1 -Flow(gpm) 31.1 Demand w/o System Pump(s) N/A File: C:\Users\davinappdata\local\temp\C----_1_1_7845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 I 1: 4 . 4 - p J p tn t 4 13d eJn.j Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Analysis for: 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 76.4 S2 Supply point #2-Residual 500 67.4 Di Elevation Pressure 0 5.6 D2 System Demand 31.1 60.4 771 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (= PSI) Flow (gpm) Supply 76.3 35.7 15.9 1 31.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) B1 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13.2 7.2 B2 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13 7 File: C:\Usersdavinappdata\local\temp\C----_1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 Job: HIGHLAND JAMES SUBDIVISION (LOT2) 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'Si1! gpm ft2 psi psi It / gpm gpm/ft2 psi gpm B2 Overhead Sprinkler 4.9 13 256 7 7 10 HEAD Open 0.2 0.051 -5.6 12.8 Bi Overhead Sprinkler 4.9 13.2 256 7.2 7 10 HEAD Open 0.4 0.051 -5.6 12.8 034 Node 8.1 11 NODE -6.1 041 Node 11.8 21 NODE -10.4 042 Node 12.2 21 NODE -10.4 033 Node 13.2 11 NODE -6.1 050 Node 14.3 21 NODE -10.4 081 Node 14.8 21 NODE -10.4 025 Node 19.7 11 NODE -6.1 010-0 Node 27 7.5 NODE -4.5 010-I Node 32.4 7 NODE -4.3 009 Node 35.4 2 NODE -2.2 GP1VI1 Inside Hose 5 35.9 1 HOSE -1.7 5 001 Node 36 1 NODE -1.7 003 Node 39.6 -3 NODE 0 007-0 Node 40.7 -3 NODE 0 007-I Node 46.9 -3 NODE 0 008-0 Node 47.6 -3 NODE 0 008-I Node 51.6 -3 NODE 0 1 Supply 31.1 60.4 -3 SUPPLY . 0 File: C:\Users\davin\appdata\local\temp\C---_1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Calculations I Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End ft gpm psi/ft psi in ft ft ft/s psi psi 1 Brline CPVC 150 1(BM.Tee-Br);1(BM.90); 9.36 13 0.0935 0.3 034 037 PIPE .75 0.0000841 7 16.36 6.93 1.5 -0.4 B2 1 Brline CPVC 150 1(BM.Tee-Run); 13.88 26.1 0.3424 1.3 033 035 PIPE .75 0.000084 1 14.88 13.98 5.1 0 034 1 Brline CPVC 150 4(BM.Tee-Run);2(BM.90);1(BM.Tee 45.91 14 0.1072 0.4 025 027 PIPE .75 0.000084 5r), 60.91 7.46 6.5 0 033 1 Cmain CPVC 150 1(coupflng);3(BM.90);2(BM.Tee-Ru 27.55 26.1 0.1112 0.5 010-0 012 PIPE 1 0.000084 . ee- r), 51.46 8.81 5.7 1.5 025 23.91 1 VALVE RESI RISER 0 0.5 26.1 10.5292 0 010-I 139 VALVE 1 0 . 0 5.3 0.2 010-0 1 Cmain CPVC 150 1(coupling); 5 26.1 0.1112 0.5 009 011 PIPE 1 0.000084 1.91 6.91 8.81 0.8 2.2 010-1 1 Cmain Copper L 150 . 1(u Tee-Run 1 26.1 10.16 0.1576 0.2 0.7 0.4 001 009 010 PIPE 1 0.000084 1 Cmain Copper L 150 1(coupling);1(us.90); 4.5 31.1 0.2179 1 003 003 PIPE 1 0.000084 4.05 8.55 12.11 1.9 1.7 001 1 Cmain PVC150 150 1(coupling);2(BM.45);1(BM.90); 35.53 31.1 0.0242 0.2 007-0 007 PIPE 1.5 0.000084 13.51 49.04 4.91 1.2 0 003 1 BFP WILKINS950XL 0 0.79 31.1 7.7764 0 007-I 138 BFP 1 0 0 6.2 0 007-0 1 Cmain Copper K 150 1(coupling); 1.5 31.1 0.2518 1.1 008-0 008 PIPE 1 0.000084 1.17 2.67 12.85 0.7 0 007-1 1 VALVE METER 0 05 31.1 8 0 008-I 137 VALVE 1 0 0 4 0 008-0 1 Cmain Copper K 150 99 31.1 0.2518 1.1 1 009 PIPE 1 0.000084 12.85 8.8 0 008-1 2 Brline CPVC 150 1(BM.Tee-Br);1(BM.90); 6.55 13.2 0.0962 0.3 034 036 PIPE .75 0.000084 7 13.55 7.04 1.3 -0.4 Bi 3 Cmain Copper L 150 1(us.Tee-Br); 0.5 5 0.0074 0.0 001 001 PIPE 1 0.000084 6.75 7.25 1.94 0.1 0 GPM1 4 Brline CPVC 150 3(BM.Tee-Br);2(BM.90); 17.79 12.2 0.0832 0.3 041 042 PIPE .75 0.000084 17 34.79 6.51 2.9 -4.3 033 4 Brline CPVC 150 1(BM.90); 10.84 7.1 0.0306 0.1 042 043 PIPE .75 0.000084 4 14.84 3.79 0.5 0 041 4 Brline CPVC 150 5(BIV1.Tee-Run);1(Brv1.Tee-Br);2(BM 51.55 7.1 0.0306 0.1 050 048 PIPE .75 0.000084 67.55 3.79 2.1 0 042 16 4 Brline CPVC 150 1(BM.Tee-Br); 3.65 12.2 0.0832 0.3 081 083 PIPE .75 0.000084 3 6.65 6.51 0.6 0 050 4 Cmain CPVC 150 1(BM.Tee-Br);1(BM.90); 10.67 12.2 0.027 0.1 025 086 PIPE 1 0.000084 10 20.67 4.1 0.6 4.3 081 5 Brline CPVC 150 11(BM.Tee-Run);4(BM.Tee-Br);4(B 113.24 5.1 0.0165 0.0 050 052 PIPE .75 0.000084 M.90), 152.24 2.72 2.5 0 041 39 File: C:\Users\davin\appdata\local\temp\C----_1_1j845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Data Start Disch Start Tot.Pres. End Disch. End Tot. Pres. gpm psi gpm psi 8.1 13 7 13.2 8.1 19.7 13.2 27 19.7 32.4 27 35.4 32.4 36 35.4 39.6 36 40.7 39.6 46.9 40.7 47.6 46.9 51.6 47.6 -31.1 60.4 51.6 8.1 13.2 7.2 36 5 35.9 11.8 13.2 12.2 11.8 14.3 12.2 14.8 14.3 19.7 14.8 14.3 11.8 File: C:\Users\davin\appdata\local\temp\C---_1 _1 _7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 Job name: HIGHLAND JAMES SUBDIViSION (LOT2) 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 (P1) (It) (gpm/psi'/z) (gpm) (in) (ft) (It) (psi) (psi) B2 10 4.9 13 .75 lx(BM.Tee-Br)=3 9.36 150 7 034 11 13 0.874 lx(BM.90)=4 7 0.0935 -0.4 16.36 1.5 034 11 13.2 .75 1x(BM.Tee-Run)=1 13.88 150 8.1 033 11 26.1 0.874 1 0.3424 0 14.88 5.1 033 11 -12.2 .75 4x(BM.Tee-Run)=4 45.91 150 13.2 025 11 14 0.874 2x(BM.90)=8 15 0.1072 0 lx(BM.Tee-Br)=3 60.91 6.5 025 11 12.2 1 lx(coupling)=1.91 27.55 150 19.7 010-0 7.5 26.1 1.101 3x(BM.90)=15 23.91 0.1112 1.5 2x(BM.Tee-Run)=2 51.46 5.7 lx(BM.Tee-Br)=5 010-0 7.5 0 1 0.5 0 27 REST RISER 010-1 7 26.1 0 0 10.5292 0.2 0.5 5.3 010-I 7 0 1 lx(coupling)=1.91 5 150 32.4 009 2 26.1 1.101 1.91 0.1112 2.2 6.91 0.8 009 2 0 1 1 150 35.4 001 1 26.1 1.025 0 0.1576 0.4 1 0.2 001 1 5 1 lx(coupling)=1.35 4.5 150 36 003 -3 31.1 1.025 lx(us.90)=2.7 4.05 0.2179 1.7 8.55 1.9 003 -3 0 1.5 lx(coupling)=1.51 35.53 150 39.6 007-0 -3 31.1 1.61 2x(BM.45)=4 13.51 0.0242 0 lx(BM.90)=8 49.04 1.2 007-0 -3 0 1 0.79 0 40.7 WILKINS95OX 007-1 -3 31.1 0 0 7.7764 0 L 0.79 6.2 *** 007-I -3 0 1 lx(coupling)=1.17 1.5 150 46.9 008-0 -3 31.1 0.995 1.17 0.2518 0 2.67 0.7 008-0 -3 0 1 0.5 0 47.6 METER 2 008-I -3 31.1 0 0 8 0 0.5 4 008-1 -3 0 1 34.99 150 51.6 1 -3 31.1 0.995 0 0.2518 0 34.99 8.8 BI 10 4.9 13.2 .75 lx(BM.Tee-Br)=3 6.55 150 7.2 034 11 13.2 0.874 lx(BM.90)=4 7 0.0962 -0.4 13.55 1.3 GPM1 1 5 1 lx(us.Tee-Br)=6.75 0.5 150 35.9 001 1 5 1.025 6.75 0.0074 0 7.25 0.1 033 11 0 .75 3x(BM.Tee-Br)=9 17.79 150 13.2 041 21 12.2 0.874 2x(BM.90)=8 17 0.0832 -4.3 34.79 2.9 041 21 -5.1 .75 lx(BM.90)=4 10.84 150 11.8 042 21 7.1 0.874 4 0.0306 0 14.84 0.5 © 2006 National Fire Protection Association Page 9 Job name: HIGHLAND JAMES SUBDIViSION (LOT2) 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 (P0 (ft) (gpm/psiVa) (gpm) (in) (ft) (ft) (psi) (psi) 042 21 0 .75 5x(BM.Tee-Run)=5 51.55 150 12.2 050 21 7.1 0.874 1x(BM.Tee-Br)=3 16 0.0306 0 2x(BM.90)=8 67.55 2.1 050 21 5.1 .75 1x(B1Y1.Tee-Br)=3 3.65 150 14.3 081 21 12.2 0.874 3 0.0832 0 6.65 0.6 081 21 0 1 1x(BM.Tee-Br)=5 10.67 150 14.8 025 11 12.2 1.101 lx(BM.90)=5 10 0.027 4.3 20.67 0.6 041 21 0 .75 11x(BM.Tee-Run)=11 113.24 150 11.8 050 21 5.1 0.874 4x(BM.Tee-Br)=12 39 0.0165 0 4x(BM.90)=16 152.24 2.5 * Discharge shown for flowing nodes only © 2006 National Fire Protection Association Page 10 Job: HIGHLAND JAMES SUBDIViSION (LOT2) 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 I frict (Pf) (ft) (gpm/psl'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I B2 10 4.9 13 .75 lx(BM.Tee-Br)=3 9.36 150 7 034 11 13 0.874 lx(BM.90)=4 7 0.0935 -0.4 16.36 1.5 034 11 13.2 .75 1x(BM.Tee-Run)=1 13.88 150 8.1 033 11 26.1 0.874 1 0.3424 0 14.88 5.1 1 033 11 -12.2 .75 4x(BM.Tee-Run)=4 45.91 150 13.2 025 11 14 0.874 2x(BM.90)=8 15 0.1072 0 lx(BM.Tee-Br)=3 60.91 6.5 025 11 12.2 1 lx(coupling)=1.91 27.55 150 19.7 010-0 7.5 26.1 1.101 3x(BM.90)=15 23.91 0.1112 1.5 2x(BM.Tee-Run)=2 51.46 5.7 lx(BM Tee-Br) =5 010-0 7.5 0 1 0.5 0 27 RESI RISER 010-1 7 26.1 0 0 10.5292 0.2 *** 0.5 5.3 010-I 7 0 1 lx(coupling)=1.91 5 150 32.4 009 2 26.1 1.101 1.91 0.1112 2.2 6.91 0.8 009 2 0 1 1 150 35.4 001 1 26.1 1.025 0 0.1576 0.4 1 0.2 001 1 5 1 lx(coupling)=1.35 4.5 150 36 003 -3 31.1 1.025 lx(us.90)=2.7 4.05 0.2179 1.7 8.55 1.9 003 -3 0 1.5 lx(coupling)=1.51 35.53 150 39.6 007-0 -3 31.1 1.61 2x(BM.45)=4 13.51 0.0242 0 lx(BM.90)=8 49.04 1.2 007-0 -3 0 1 0.79 0 40.7 WILKINS95OX 007-1 -3 31.1 0 0 7.7764 0 L 0.79 6.2 007-I -3 0 1 lx(coupling)=1.17 1.5 150 46.9 008-0 -3 31.1 0.995 1.17 0.2518 0 2.67 0.7 008-0 -3 0 1 0.5 0 47.6 METER 2 008-I -3 31.1 0 0 8 0 0.5 4 008-1 -3 0 1 34.99 150 51.6 1 -3 31.1 0.995 0 0.2518 0 34.99 8.8 1 60.4 Path No: 2 Bi 10 4.9 13.2 .75 lx(BM.Tee-Br)=3 6.55 150 7.2 034 11 13.2 0.874 lx(BM.90)=4 7 0.0962 -0.4 13.55 1.3 034 8.1 File: C:\Users\davin\appdata\local\temp\C----_1_1_7845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Calculations PIPE INFORMATION Path No: 3 GPM1 1 5 1 1x(us.Tee-Br)=6.75 0.5 150 35.9 001 1 5 1.025 6.75 0.0074 0 7.25 0.1 001 36 Path No: 4 033 11 0 .75 3x(BM.Tee-Br)=9 17.79 150 13.2 041 21 12.2 0.874 2x(BM.90)=8 17 0.0832 -4.3 34.79 2.9 041 21 -5.1 .75 lx(BM.90)=4 10.84 150 11.8 042 21 7.1 0.874 4 0.0306 0 14.84 0.5 042 21 0 .75 5x(BM.Tee-Run)=5 51.55 150 12.2 050 21 7.1 0.874 1x(BM.Tee-Br)=3 16 0.0306 0 2x(BM.90)=8 67.55 2.1 050 21 5.1 .75 1x(BM.Tee-Br)=3 3.65 150 14.3 081 21 12.2 0.874 3 0.0832 0 6.65 0.6 081 21 0 1 1x(BM.Tee-Br)=5 10.67 150 14.8 025 11 12.2 1.101 lx(BM.90)=5 10 0.027 4.3 20.67 0.6 5 19.7 rO2 Path No: 5 041 21 0 .75 11x(BM.Tee-Run)=11 113.24 150 11.8 050 21 5.1 0.874 4x(BM.Tee-Br)=12 39 0.0165 0 4x(BM.90)=16 152.24 2.5 050 14.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.98 ft/s occurs in the following pipe(s): (033-034) *** 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: C:\Users\davin\appdata\local\temp\C---_1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: 1; Supply Name:1 70 55 50 30 is a a a a a C3 a a a 1* Flow pm Pressure Loss Function Design Area: 2; •BFP Ref.: 138 (WILKINS950XL, Size 1); Inlet Node: 007-I; Outlet Node: 007-0 73 . -[ 6.2 psi 31.1 gprn - 23 0-3 a a .a a a a 00 Flow, gpm File: C:\Users\davin\appdata\local\temp\C----_1_1_7845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 & 4t * Job: HIGHLAND JAMES SUBDIVISION (LOT2) Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 137 (METER 2, Size = 1); Inlet Node: OQB-l; Outlet Node: 008-0 3-9 19--- - 14- 1.9. 1.4. D.9. 0 0 0 0 0 Flow, gpm Pressure Loss Function Design Area: 2; Valve Ref.: 139 (RE SI RISER, Size = 1); Inlet Node: 010.-I; Outlet Node: 010-0 In a Flow, gpm File: C:\Users\davin\appdata\IocaI\temp\C---117845sv$ Date 11/21/2017 Copyright©2002-2O12Tyco Fire Protection Products Page 14 & HYDRAULIC CALCULATIONS for Job Information Project Name: HIGHLAND JAMES SUBDIVISION (LOT2) Contract No.: C6864 City: CARLSBAD, CA 92008 Project Location: 3979 JAMES DR. Date: 11/21/2017 Contractor Information , Name of Contractor: INNOVATIVE FIRE PROTECTION, INC. Address: 8779 COTTONWOOD AVE.STE. 101 City: SANTEE, CA 92071 Phone Number: 619-593-8200 E-mail: DAV1N@IFPINC.NET Name of Designer: DAVIN BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name Remote Area Location CLOSET Occupancy Classification RESIDENTIAL Density (gpmlft2) 0.053 Area of Application (ft2) 400 Coverage per Sprinkler (ft2) 400 Number of Calculated Sprinklers 1 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 5 Total Water Required (incl. Hose Streams) (gpm) 26 Required Pressure at Source (psi) 64.6 Type of System Wet Volume - EntireSystem (gal) 15.3 gal Water Supply Information Date 11/15/2017 Location CARLSBAD MUNICIPAL WATER DISTRICT Source 1 Notes File: C:\Users\davin\appdata\local\temp\C----_1_1_7845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 4 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Node Labels: Off Pipe Labels: Off Diagram for Design Area: I lflntimiipd HvdriiiIi SimnIififl File: C:\Users\davin'appdata\local\temp\C---_1_1_7845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Supply 1:1 Flow (gpm) Pressure (psi) 0 76.4 500 67.4 Supply Analysis Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Analysis for,: I Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Node at Source Static Pressure I Residual Pressure I Flow I I Available I I Pressure I Total Demand I I Required Pressure (psi) I (psi) (gpm) I I I (psi) (gpm) J I (psi) 1 76.4 67.4 500 76.3 26 64.6 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 5 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 5 Sprinklers Ovehead Sprinkler Flow (gpm) 21 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 21 Other Required Margin of Safety (psi) 0 1 - Pressure (psi) 64.6 1 - Flow (gpm) 26 Demand w/o System Pump(s) N/A File: C:\Users\davin\appdata\local\tempC----_1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 3 .. > C)) L) Go - (S 0. E a) 0 Cu 0 0. C > Cu 0 a) (0 0 It Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Analysis for: Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 76.4 S2 Supply point #2 - Residual 500 67.4 Dl Elevation Pressure 0 10 D2 System Demand 26 64.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi)=Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 76.3 1 28.9 11.7 26 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Al Overhead Sprinkler 400 4.9 0.05 20 18.4 0.053 21 18.4 File: C:\Users\davin\appdata\local\temp\C ----- 1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 Job: HIGHLAND JAMES SUBDIViSION (LOT2) 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 m/ Si1! gp p 2 gpm ft2 psi psi It gpm gpm/ft2 psi gpm Al Overhead Sprinkler 4.9 21 400 18.4 18.4 20 HEAD Open 1 0.053 -10 20 067 Node 20.4 21 NODE -10.4 041 Node 23.8 21 NODE -10.4 050 Node 25.3 21 NODE -10.4 081 Node 26 21 NODE -10.4 025 Node 31.1 11 NODE -6.1 010-0 Node 36.4 7.5 NODE -4.5 010-I Node 40.8 7 NODE -4.3 009 Node 43.5 2 NODE -2.2 GPM1 Inside Hose 5 44 1 HOSE -1.7 5 001 Node 44.1 1 NODE -1.7 003 Node 47.1 -3 NODE 0 007-0 Node 48 -3 NODE 0 007-I Node 53.8 -3 NODE 0 008-0 Node 54.3 -3 NODE 0 008-I Node 58.3 -3 NODE 0 1 Supply -26 64.6 -3 SUPPLY 0 File: C:\Usersdavin\appdata\local\temp\C---.j_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Pipe Ref. Hgroup Size Rough. ' Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End ft gpm psi/ft psi 1 067 in ft ft ft/s psi psi 1 Brline CPVC 150 1(BM.Tee-Br);l(BM.90); 3.66 21 0.2287 0.9 076 PIPE .75 0.000084 7 10.66 11.24 2.4 -0.4 Al 1 Brline CPVC 150 3(BM.Tee-Run); l(BM.90); l(BM.Tee • 29.94 12.4 0.0861 0.3 041 074 PIPE .75 0.000084 -Br), 10 39.94 6.63 3.4 0 067 1 Brline CPVC 150 4(BM.Tee-Run);4(BM.90);4(BM.Tee • 63.7 7.1 0.0304 0.1 025 027 PIPE .75 0.000084 -Br), 32 95.7 3.78 2.9 4.3 041 1 Cmain CPVC 150 1(coupling);3(BM.90);2(BM.Tee-Ru 27.55 21 0.0743 0.3 010-0 012 PIPE 1 0.000084 n);1(BM.Tee-Br); 51.46 7.08 3.8 1.5 025 23.91 1 VALVE RESI RISER 0 21 8.3904 0 010-I 139 VALVE 1 0 • 0 5 0 4.2 0.2 010-0 1 Cmain CPVC 150 1(coupling); 5 21 0.0743 0.3 009 011 PIPE 1 0.000084 1.91 6.91 7.08 0.5 2.2 010-1 1 010 Cmain PIPE Copper L 1 150 1(us.Tee-Run); 1 21 0.1053 0.4 001 0.000084 8.17 0.1 0.4 009 1 Cmain Copper L 150 1(coupling);1(us.90); 4.5 26 0.1563 0.7 003 003 PIPE 1 0.000084 4.05 8.55 10.12 1.3 1.7 001 1 Cmain PVC150 150 1(coupling);2(BM.45);l(BM.90); 35.53 26 0.0173 0.1 007-0 007 PIPE 1.5 0.000084 13.51 49.04 4.1 0.9 0 003 1 BFP WILKINS950XL 0 26 7.3765 0 007-I 138 BFP 1 0 0 79 0 5.8 0 007-0 1 Cmain Copper K 150 1(coupling); 1.5 26 0.1806 0.8 008-0 008 PIPE 1 0.000084 1.17 2.67 10.74 0.5 0 007-1 1 VALVE METER 2 0 26 8 0 008-I 137 VALVE 1 0 0.5 0 4 0 008-0 1 Cmain Copper K 150 26 0.1806 0.8 1 009 PIPE 1 0.000084 34.99 10.74 6.3 0 008-1 2 Cmain Copper L 150 1(us.Tee-Br); 0.5 5 0.0074 0.0 001 001 PIPE 1 0.000084 6.75 7.25 1.94 0.1 0 GPM1 3 Brline CPVC 150 8(BM.Tee-Run);3(BM.Tee-Br);3(BM 83.3 8.6 0.0438 0.1 050 052 PIPE .75 0.000084 .90); 112.3 4.61 4.9 0 067 29 3 Brline CPVC 150 1(BM.Tee-Br); 3.65 13.9 0.107 0.4 081 083 PIPE .75 0.000084 3 6.65 7.46 0.7 0 050 3 Cmain CPVC 150 1(BM.Tee-Br);l(BM.90); 10.67 13.9 0.0347 0.1 025 086 PIPE 1 0.000084 10 20.67 4.7 0.7 4.3 081 4 Brline CPVC 150 5(BM.Tee-Run); l(BM.Tee-Br);3(BM 62.38 5.3 0.018 0.1 050 048 PIPE .75 0.000084 .90); 82.38 2.85 1.5 0 041 20 File: C:\Users\davinappdata\local\temp\C----117845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Calculations! Fluid Delivery Time Analysis Pipe Data Start Disch. Start Tot. Pres. End Disch. End Tot. Pres. gpm psi gpm psi 20.4 21 18.4 23.8 20.4 31.1 23.8 36.4 31.1 40.8 36.4 43.5 40.8 44.1 43.5 47.1 44.1 48 47.1 53.8 48 54.3 53.8 58.3 54.3 -2 6 64.6 58.3 44.1 5 44 25.3 20.4 26 25.3 31.1 26 25.3 23.8 File: C:\Use rs\davin\appdata\local\temp\C---_1_1_7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 Job name: HIGHLAND JAMES SUBDIVISION (LOT2) 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/ps1½) (gpm) (in) (Vt) (ft) (psi) (psi) Al 20 4.9 21 .75 lx(BM.Tee-Br)=3 3.66 150 18.4 067 21 21 0.874 lx(BM.90)=4 7 0.2287 -0.4 _ 10.66 2.4 067 21 -8.6 .75 3x(BM.Tee-Run)=3 29.94 150 20.4 041 21 12.4 0.874 lx(BM.90)=4 10 0.0861 0 1x(BM.Tee-Br)=3 39.94 3.4 041 21 -5.3 .75 4x(BM.Tee-Run)=4 63.7 150 23.8 025 11 7.1 0.874 4x(BM.90)=16 32 0.0304 4.3 4x(BFv1.Tee-Br)=12 95.7 2.9 025 11 13.9 1 lx(coupling)=1.91 27.55 150 31.1 010-0 7.5 21 1.101 3x(BM.90)=15 23.91 0.0743 1.5 2x(BM.Tee-Run)=2 51.46 3.8 lx(BM.Tee-130=5 010-0 7.5 0 1 0.5 0 36.4 RESI RISER 010-1 7 21 0 0 8.3904 0.2 *** 0.5 4.2 010-I 7 0 1 lx(coupling)=1.91 5 150 40.8 009 2 21 1.101 1.91 0.0743 2.2 6.91 0.5 009 2 0 1 1 150 43.5 001 1 21 1.025 0 0.1053 0.4 1 0.1 001 1 5 1 lx(coupling)=1.35 4.5 150 44.1 003 -3 26 1.025 lx(us.90)=2.7 4.05 0.1563 1.7 8.55 1.3 003 -3 0 1.5 lx(coupling)=1.51 35.53 150 47.1 007-0 -3 26 1.61 2x(BM.45)=4 13.51 0.0173 0 lx(BM.90)=8 49.04 0.9 007-0 -3 0 1 0.79 0 48 WILKINS95OX 007-1 -3 26 0 0 7.3765 0 L 0.79 5.8 *** 007-I -3 0 1 lx(coupling)=1.17 1.5 150 53.8 008-0 -3 26 0.995 1.17 0.1806 0 2.67 0.5 008-0 -3 0 1 0.5 0 54.3 METER 2 008-I -3 26 0 0 8 0 *** 0.5 4 008-1 -3 0 1 34.99 150 58.3 1 -3 26 0.995 0 0.1806 0 34.99 6.3 GPM1 1 5 1 lx(us.Tee-Br)=6.75 0.5 150 44 001 1 5 1.025 6.75 0.0074 0 7.25 0.1 067 21 0 .75 8x(BM.Tee-Run)=8 83.3 150 20.4 050 21 8.6 0.874 3x(BM.Tee-Br)=9 29 0.0438 0 3x(BM.90)=12 112.3 4.9 050 21 5.3 .75 lx(BM.Tee-Br)=3 3.65 150 25.3 081 21 13.9 0.874 3 0.107 0 6.65 0.7 081 21 0 1 lx(BM.Tee-Br)=5 10.67 150 26 025 11 13.9 1.101 lx(BM.90)=5 10 0.0347 4.3 20.67 0.7 © 2006 National Fire Protection Association Page 9 Job name: HIGHLAND JAMES SUBDIVISION (LOT2) 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/psilh) (gpm) (in) (ft) (ft) (psi) (psi) 041 21 0 .75 5x(BM.Tee-Run)=5 62.38 150 23.8 050 21 5.3 0.874 lx(BM.Tee-Br)=3 20 0.018 0 3x(BM.90)=12 82.38 1.5 * Discharge shown for flowing nodes only © 2006 National Fire Protection Association Page 10 Job: HIGHLAND JAMES SUBDIVISION (LOT2) 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 I frict (Pf) (ft) (gpm/psl'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I Al 20 4.9 21 .75 lx(BM.Tee-Br)=3 3.66 150 18.4 067 21 21 0.874 lx(BM.90)=4 7 0.2287 -0.4 10.66 2.4 067 21 -8.6 .75 3x(BM.Tee-Run)=3 29.94 150 20.4 041 21 12.4 0.874 lx(BM.90)=4 10 0.0861 0 lx(BM.Tee-130=3 39.94 3.4 041 21 -5.3 .75 4x(BM.Tee-Run)=4 63.7 150 23.8 025 11 7.1 0.874 4x(BM.90)=16 32 0.0304 4.3 4x(BM.Tee-Br)=12 95.7 2.9 025 11 13.9 1 lx(coupling)=1.91 27.55 150 31.1 010-0 7.5 21 1.101 3x(BM.90)=15 23.91 0.0743 1.5 2x(BM.Tee-Run)=2 51.46 3.8 lx(BM.Iee-Br)=5 010-0 7.5 0 1 0.5 0 36.4 RESI RISER 010-1 7 21 0 0 8.3904 0.2 *** 0.5 4.2 010-I 7 0 1 lx(coupling)=1.91 5 150 40.8 009 2 21 1.101 1.91 0.0743 2.2 6.91 0.5 009 2 0 1 1 150 43.5 001 1 21 1.025 0 0.1053 0.4 1 0.1 001 1 5 1 lx(coupling)=1.35 4.5 150 44.1 003 -3 26 1.025 lx(us.90)=2.7 4.05 0.1563 1.7 8.55 1.3 003 -3 0 1.5 lx(coupling)=1.51 35.53 150 47.1 007-0 -3 26 1.61 2x(BM.45)=4 13.51 0.0173 0 lx(BM.90)=8 49.04 0.9 007-0 -3 0 1 0.79 0 48 WILKINS95OX 007-1 -3 26 0 0 7.3765 0 L 0.79 5.8 *** 007-I -3 0 1 lx(coupling)=1.17 1.5 150 53.8 008-0 -3 26 0.995 1.17 0.1806 0 2.67 0.5 008-0 -3 0 1 0.5 0 54.3 METER 2 008-I -3 26 0 0 8 0 *** 0.5 4 008-1 -3 0 1 34.99 150 58.3 1 -3 26 0.995 0 0.1806 0 ____ 34.99 6.3 1 64.6 Path No: 2 GPM1 1 5 1 lx(us.Tee-Br)=6.75 0.5 150 44 001 1 5 1.025 6.75 0.0074 0 7.25 0.1 001 44.1 File: C:\Users\davin\appdata\local\tempC----_1_1_7845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Hydraulic Calculations PIPE INFORMATION Path No: 3 067 21 0 .75 8x(BM.Tee-Run)=8 83.3 150 20.4 050 21 8.6 0.874 3x(BM.Tee-Br)=9 29 0.0438 0 3x(BM.90)=12 112.3 4.9 050 21 5.3 .75 1x(BM.Tee-Br)=3 3.65 150 25.3 081 21 13.9 0.874 3 0.107 0 6.65 0.7 081 21 0 1 1x(BM.Tee-Br)=5 10.67 150 26 025 11 13.9 1.101 lx(BM.90)=5 10 0.0347 4.3 20.67 0.7 025 31.1 Path No: 4 041 1 211 of .75fx(BM.Tee-Run)=5 T62.38[ isoT 23i[ 050 21 5.3 0.874 1x(BM.Tee-Br)=3 20 0.018 0 3x(BM.90)=12 82.3j 1.5 050 25.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.24 ft/s occurs in the following pipe(s): (067-Al) '" 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: C:\Users\davin\appdata\local\temp\C---_1_1_7845sv$ Date 11/21/2017 Copyright©2002-2O12Tyco Fire Protection Products Page 12 Job: HIGHLAND JAMES SUBDIVISION (LOT2) Device Graphs Pressure vs. Flow Function Design Area: 1; Supp1Réf.1T Supply Name:1 SO- 75 50 23 10 Flow, gpm Pressure Loss Function Design Area: 1; BIP Ref.: 138 (W1LKlt4S950XL, Sue = 1); Inlet Node: 007-I; Outlet Node: 007.0 9-5 6-3 26 gpm 2-5 0.5 C5 C3 In CD 00 Flow, gprn File: C:\Users\davin\appdata\IocaI\temp\C----117845.sv$ Date 11/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 15 & & Job: HIGHLAND JAMES SUBDMSION (LOT2) Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 137 (METER 2, Size = 1); Inlet Node: 008-I; Outlet Node: 008-0 3.4- 2.4- 1.4- 0.9 0.4 I - C C C C In Flow, qpm Pressure Loss Function Design Area: 1; Valve Ref.: 139 (RESI RISER, Size = 1); Inlet Node: 010-I; Outlet Node: 010-0 066 - 4.2 psi@ 21 gpm 0.65 C C In C Ifl C In C C C em q rn m - In Fiow,gpm File: C:\Users\davin\.appdata\IocaI\temp\C---_l _l _7845.sv$ Date 11/21/2017 Copyright© 2002-2012 Tyco Fire Protection Products Page 14 Item Description 1 Manifold Body, Male Thread x Male Thread 2 Inline Check Valve, Spring Loaded 3 Flow Switch with Retard 4 Drain Valve, with optional pressure relief valve 5 Pressure Gauge, 0-300 psi National Fire Products, LLC RESI-RISERTM The RESI-RISERTM is a pre-assembled, compact, attractive fire sprinkler riser unit for residential sprinkler systems in accordance with NFPA 13, 13R and 13D. The RESI-RISERTM manifold is manufactured as a one- piece casting that is air-tested for leaks. Raised lettering on both sides allows the RESI-RISERTM to be installed to the right or left and easily identifies the flow direction and Test and Drain outlet. Two mounting legs are molded onto the manifold allowing for a secure right or left anchoring. The flow switch has dual SPDT switches and a retard of 0-90 seconds. An optional "all in one" cost saving combination Pressure Relief Valve/Test and Drain Valve is available. The RESl-RISERTM unique design gives the ability to be installed within standard 2 x 4 frame construction. Every size RESI-RISERTM fits within a 2 x 4 wall framed at 16 inches on center. Technical Data Sizes: 1", 1W', 11/2", and 2" Style: Thread x Thread Listing: Flow Switch and Pressure Gauge are UL Listed Finish (Riser Body): Cast Brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi Pressure Relief Valve/Test and Drain US Patent # 6,076,545 RESI-RISERTM Size Chart Description 1" 1%" 1W' 2" Height* 13" 13" 13" 13" Width** 10-3/4" 11-1/2" 12" 12-1/2" Depth 3-1/2" 3-1/2" 3-1/2" 3-1/2" Drain Size 1/2" 1" 1 1" 1" Dimensions include all spacing needed to operate drain valve and remove flow switch cover * Without check valve ** With or without pressure relief valve © National Fire Products, LLC (800) 528-7978 'lormal Position - tatic Pressure Pressure Loss Tables Pressure Loss in 1" Resi-Riser 12 Pressure Relief/Test and Drain How it Works Relieving Pressure xceeding 175 psi IA 10 1 0 10 15 20 25 30 35 40 Flow (gpm) I • 4 .. . -U.----- UUUUUUUUUi S S I I AS 4 I .1 I •I anual Open - Drain r Flow Switch Test mono IUIUUIIIIIUIPdI lUUIIUIIIP!IIII IIlIIP!iUUIIUII !!iiIIIIIIUII!I 0 10 15 20 25 30 35 4045 50 55 60 65 7075 80 Flow (gpm) Pressure Loss in 2" Resi-Riser ocked Closed for lydrostatic Test ------------------p A .I.IIIIIIIUIUIUI uiuiuiu•iiiiiuiu • - , ;aiuiuui•aiiiuuu .1 © National Fire Products, LLC (800) 528-7978 1 of d SENJU SPRINKLER CO.,LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent. Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar112) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise culling of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AW\NA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in welled surface of pipes, plumbing fillings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. V. - Document No. U085160 Date Feb/09/2015 OPERATION Page : 2 of 8 2- )6 (0 52mm) NPT1/2 Marking /Lot No. Year of Manufacture SIN : SS8464 K-factor K4.9 Temperature Rating : 162f/72C E UL Mark or I 75'F/79C ,. Control No. 61337 U, NSF Mark NSF-61-C RES SPKR l 0 Body (Capper Jloy) 0 Deflector (Phosphorus Bronze) 0 Casket (PTFE) __-t 0 Fusible Metal (Solder) 0 Heat Collector (Copper) 2- °/8" ( 68mm) 0 Cover Plate Assembly or 3-Y4" (083mm) J or 2- 5/"square (68mm) FIGURE 1. Model RC-RES K-4.9 Color Code Marking SIN: SS8464 1<—factor <4.9 —Temperature Rating I 62F/72C or 75F/79C —1.11.Mark .0 COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) TECHNICAL DATA Approvals: cUL,, Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi"' (70.6 LPMIbar112) Temperature Rating: 1621 (72°C) Sprinkler with 1401 (60°C) Cover Plate 1751 (79°C) Sprinkler with 1621 (72°C) Cover Plate Color Code (Sprinkler) 1621 (720C): Uncolored 1751 (790C): White Color Code (Cover Plate) 1401 (600C): No Mark 1621 (720C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figure 1 In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purpose only) Document No. U085160 Date Feb/09/2015 DESIGN CRITERIA Page : 3 of 8 The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not coverage by the following instructions, should be submitted to Contact Company. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 130, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radically outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 130, or 13R) must be kept as small as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided with the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. if the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. Genera! Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D or 13R for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to exposure to a heat sources other than an actual fire. Precautionary Warnings for Corrosive Environments The Model RC-RES should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for the copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for system designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the followings; The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. Document No. U085160 Date : Feb/09/2015 Page 4 of 8 A minimum discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] over the design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model 5S8464 Maximum Ordinary Intermediate Coverage Maximum Temperature Rating Temperature Rating Deflector Minimum Area Spacing 162°F (72°C) 175°F (79°C) to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ft. Ceiling Type Ft. (m xm) (m) GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) 3/8 to 7/8 Inches. 1014 14 13 7.0 13 7.0 (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings per NFPA 1606 16 13 7.0 14 8.2 13D ,13R Concealed 8 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 1808 18 17 12.0 18 13.5 3/8 to (5.5x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) 7/8 inches 20x20 20 21 18.4 - - below (6.1x6.1) (6.1) (79.5) (1.27) bottom of beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. 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 Criteria Section for details. For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions. NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No. U085160 Date Feb/09/2015 Page 5 of 8 Use a torque of 7 to 14 ft.lbs (9.5 to 19.0111m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Installina Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inch (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 4). The grooves of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with the 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Tolerance Limit of Ceiling Level indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here Do NOT Ave. Y4" (6.4mm) Over-Tighten Groove on the Sprinkler Mm Y8 (3.2mm) -q Tolerance Limit E of Ceilincl Level OL Protective Cap jCeihng Mounting Surface MounHtUn :Surfoce Groove of the Socket 2-3/e(6Omm) Socket Wrench Ceiling Hole Diameter I CORRECT INCORRECTI C I FIGURE 3. INSTALLATION FIGURE 4 Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just comes in contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has come in contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening of the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot come in contact with the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6 Document No. U085160 Date : Feb/09/2015 Page : 6 of Sprinkler Head Protective Cc Step Co Remover RC Step 2 Hook by turning Step 3 4 Pull down FIGURE 5. PROTECTIVE CAP REMOVAL INCORRECT ICORRECTI I INCORRECTI FIGURE 7. INSTALLATION (CORRECT OR INCORRECT) Document No. U085160 Date : Feb/09/2015 Page 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40 T/4 °C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities and all affected by this action parties must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler systems to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must never be shipped or stored where the temperature exceeds 100°F/380C. Automatic sprinkler must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units, as a result of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verity that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing, its compliance with this documents, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No. U085160 Date Feb/09/2015 4 , . e Page 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Specify, Temp. and Finish). Sprinkler: Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162F (72°C) or 175T (79°C)) Cover Plate Assembly: 2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Wood grain Custom Color Custom Pattern 2-5/8" Round, 140°F 0 0 - - - 0 - 0 0 3-1/4' Round, 140°F 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - 0 0 3-1/4" Round, 162°F 0 1 - - - - - - 0 0 Tools for Installation of Model: RC-RES Socket for Model RC-RES Wrench & Socket for Model RC-RES Cap Remover RC Document No. U085160 Date Feb/09/2015 F1 Res 30,49,58&76 F1 Res 30, 49, 58 & 76 Recessed Pendent I Fl Recessed Pendent I FP El Res 30, 49, 58 & 76 Fl Res 44 & 58 Fl Res 44 SWO CCP Pendent Recessed HSW/F2 Bulletin 135 Rev. M Reliable Model Fl Residential Sprinklers for Design Density of .05 gpni4t2 30 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: F1 Res 30 Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/F1 Fl Res 58 Recessed Pendent/FP Fl Res 76Pendent Fl Res 76 Recessed PendentJFl Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 49 CCP Pendent Fl Res 58 CCP Pendent Fl Res 76 COP Pendent F1 Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSWX KRes58HSWX Fl Res 58 HSW Recessed HSW/F2 Fl Res 44SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model Fl Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model Fl Res 44 SWO Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½' NPT (R½) K-Factor: 3.0 (43.2) (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - Fl Res 76 Pendent Sprinkler 4.4(63) (Actual) - Fl Res 44 HSW Sprinkler Density: Minimum 0.05 gpmlft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Model Fl Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 132013 editions, Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, Fl or F2, Data: the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & SWO sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" mark- ing must face ceiling. Type Adjustment Inch (mm) "A" inch (mm) Face of fitting to ceiling inch (mm) Deflector Distance below bottom of beam inch (mm) Fl 3/4 (19.0) Mm. Recessed = 1/e (41.3) 3/8 (g.5) 13/4 (44.4) Max. Recessed = /8 (22.2) 11/8(28.6) 1(25.4) F2 1/2 (12.7) Mm. Recessed = 1/8 (41.3) 3/8 (9.5) 13/4 (44.4) Max. Recessed = 11/8 (28.6) 7/8 (22.2) V/4 (31.7) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent Sprinkler Model Fl Res 30 Recessed Pendent I F2 Model Fl Res 30, 49, 58 & 76 Pendent • Mod l i-i KS 49, 5U & 16 Recessed Peft lent/Fl Fl escutcheon, 3/4" (19mm) adjustment 2 114- HOLE 0/Al -f57.2mmJ I 15/76 0/A, ' [49.2=,,,] II TURN COLLAR UNTIL I X 7/2 REDUCER FACE OF FIniNG To r — - CEILING DIMENSION.- WRENCH ROSS. - 3/8-7/8" (P2 ESCUTCHEON) AO.IUSTMENT TIGHT AGAINST SPRINKLER 3/8-I I/8 (RI ESCUTCHEON) A A 27/J2 D (72.2rmJ 1-1g. 1 Fig. 2 Technical Data: Fl Res 30 Pendent and Recessed Pendent (SIN R351 1) Thread Size Nominal Orifice J inch (mm) Max. Pressure psi (bar) I Sprinkler Temp. Rating I Max. Ambient Temp. I Actual K Factor I Sprinkler Length inch (mm) J OF I °C OF I ½"NPT (R½) I 21/u" E2)T175(12) 155 I 175 68 I 79 I 100 38 I 3.0(43.2) 2.25(57) Max. Ordinary Temp. Rating intermediate Temp. Rating Max. Coverage area Spacing (155°F/68°C) (1750F/790C) Top of Deflector to Ceiling Minimum Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Spacing GPM (L/min) PSI (bar) GPM (Llmin) PSI (bar) Ft (m) 12 x 12 (3,6 x 3,6) 12(3.6) 8(30.3) 7.0 (0,48) 8(30.3) 7.0(0,48) Smooth ceilings 11/4to4(31.7to 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11(0,76) 1 10(37,8) 11(0,76) Beamed ceilings per NFPA 13D, 13R or 13 installed in beams 11/4 to 1,4 (31.7 to 44.4) using F2 escutcheon 8(2,4) 16 X 16(4,9 X 4,9) 16(4,9) 13(49) 18.8(1,3) 13(49) 18.8(1,3) For Ceiling types refer to NFPA 13, 13R or 13D 2. 135F8'OJ Technical Data: Fl Res 49 Pendent and Recessed Pendent (SIN R3516) I Max. I Sprinkler I Max. I Actual Sprinkler I Thread Nominal Orifice I I Pressure I I Temp. Rating I I Ambient Temp. I I K I I i Length i Size Inch (mm) I psi (bar) 0C Factor I Inch (mm) I I °C IOF ½" NPT /l6" (11) 175(12) I 155 68 I 100 38 4.9 (70.6) 2.25 (57) (R½) I I 175 I 79 I 150 I 66 Max. Coverage area FtxFt(mxm) Max. Spacing Ft (m) Ordinary Temp. Rating (l55°Fi8°C) Intermediate Temp. Rating (1750F/790C) Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Llmin) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI (bar) 12 x 12(3,6 x 3,6) 12(3.6) 13 (49) 7.0(0,48) 13(49) 7.0(0,48) Smooth Ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 13 (49) 7.0(0,48) 13 (49) 7.0 (0,48) 1 t 4(25.4 to 102) using Fl escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 16x 16(4,9x4,9) 16(4,9) 13(49) 7.0 (0,48) 13(49) 7,0(0,48) 18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12(0,83) 17(64,3) 12(0,83) beams 1¼t0 13A (31.7 to 44.4) using F2 escutcheon, 1 20 x 20(6,1 x 6,1) 20(6,1) 20 (75,7) 16.7 (1,14) 20 (75,7) 16,7 (1,14) to 13A(25.4t044.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (155°Fi8°C) (175°F1790C) to ceiling spacing Flow Pressure Row Pressure FtxFt(mxm) Ft (m) Inch (mm) Ft(m) GPM (LMiin) PSI (bar) GPM (L4iin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0,65) 15(57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16(60,5) 10.6(0,73) 4 to 8(100to 203) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 17 (64,3) 12.0(0,83) 16(60,5)E 2( 17(64,3)Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 15.0(1,0) 19(72)41/4 to 8(108 to 203) using F2 escutcheon, 4 to 8(100 to 203) 20x20(6,1 x6,i) 20(6,1) 22 (83,2) 20.2(1,4) 22 (83,2)using Fl escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice I Max. I I Pressure I Sprinkler Temp. Rating I Max. Ambient Temp. I Actual i Sprinkler Length Size Inch (mm) I psi (bar) K Factor I I Inch (mm) °F I °C °F I °C ½" NPT (R½) ½" (13) I 175(12) 155 I 175 68 I 79 100 I 150 38 I 66 5.8(83.5) 2.25 (57) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°Fi8°C) Intermediate Temp. Rating (175°F179°C) Top of Deflector to ceiling Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (1/mm) Pressure 12 x 12(3,6 x 3,6) 12(3,6) 16(61) 7.6 (0,53) 16(61) 7.6(0,53) Smooth Ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6(0,53) 16(61) 7.6(0,53) 1 t 4(25.4t0 102) using Fl escutcheon. 16x 16(4,9x4,9) 16(4,9) 16(61) 7.6(0,53) 16(61) 7.6(0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18x 18(5,5x5,5) 18(5,5) 19(72) 10.8(0,75) 19(72) 10.8(0,75) 1¼ to 1/4 (31.7t044.4)using 2 escutcheon, 1 t 1A (25.4 to 20x20(6,1 x6,1) 20(6,1) 22 (83,3) 14.4(1,0) 22 (83,3) 14.4(1,0) 44.4) using Fi escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice I Max. I Sprinkler I Max. I K Sprinkler Size Inch (mm) I Pressure Temp. Rating Ambient Temp. I Factor Length I °C I OF I °C psi (bar) I Inch (mm) 3/4" NPT '/32" (13.5) 175(12) 155 68 I 100 I 38 7.6(109) 2.25 (57) (R3/4) 175 79 I 150 I 66 Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing (155°Fit8°C) (175°F1790C) Top of Deflector to Ceiling Spacing Flow Pressure Flow GPM Pressure FtxFt(mxm) Ft (m) Inch (mm) GPM (L/min) PSI (bar) (LMiin) PSI (bar) Ft m 12x 12(3,6x3,6) 12(3,6) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) Smooth Ceilings 41Ato8(108 to 203) using F2 escutcheon. 14x 14(4,3x4,3) 14(4,3) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) 4t08(100t0203) using Fl escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) 21(79,5) 7.6(0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 18x 18(5,5x5,5) 18(5,5) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) beams 4%t08(108t0203)us- ing F2 escutcheon, 4 to 8(100 20x20(6,1 x6,1) 20(6,1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2(0,63) Ito 203) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 30, 49. 58 & 76 CCP Pendent* * Not listed for corrosion resistance. 2 5/16" 0/A. - 2 5/8" (66.7mm] 0/A. HOLE IN CEILING (58.7mm] CUP I"x1/2" REDUCER CUP CEILING 1/4" [37.5mm] - MAX. FACE OF FITTING I I TO FACE OF CEILING DIMENSION ":4 - 'a" COVER ADJUSTMENT HEIGHT 3 5/16 0/A 135FG04E [84.1mm] Fl RES 30, 49, 58 & 76 CCP PEND. Fig. 3 Note: The Fl Res 76 will use a 1" x 34" reducer. CCP Cover Plate Data: "C,, Cover Adjustment CCP Height Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch (mm) 1/2(12.7) 15/16 (24) ½ (13)- 1(25.4) /16(7.9) /4(19) ½ (13)- 1(25.4) Model Fl Res 30, 49, 58 & 76 FP push-on/thread-off escutcheon 2 5/8" 0/A. [66.7mm] -HOLE IN CEILING - 2 5/16" 0/A. [58.7mm] CUP - 7" X 1/2" REDUCER CEILING 2"[38.Imm] MAX. OF FITTING 1/2" [1,3mm]" FACE OF CEILING LCE 0(MENSION FP ADJUSTMENT El RES ':4" I I 49 PENDENT/FP Fig. 4 FP Escutcheon Data: FP Position "A" Deflector Distance below bottom Inch (mm) of beam Inch (mm) Max. Recessed /t6(11) ½(12.7) Mm. Recessed 15/16(24) 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal I Max. CCP Assembly I Max. I K Sprinkler Size Orifice Pressure Temp. Rating I Ambient Temp. I Factor Length OF I °C I OF I °C Inch (mm) psi (bar) I Inch (mm) I ½"NPT (R½) 21/0 (8.2) 175 (12) 135 57 100 38 3.0(43.2) 2.25(57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing (155°F/680C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (Llmin) PSI (bar) Smooth Ceilings 1/2 to 1(13 to 25.4) using COP. 12x 12(3,6x3,6) 12(3,6) 8(30,3) 7.0(0,48) 1/2t0 1(13t025.4) using Fl? escutcheon. Beamed Ceilings per NFPA 130, 13R or 13 installed in 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 11(37,8) 13.4(0,92) beams ½ to 1(13 to 25.4) using COP. 1/2 to 1(13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal ccP Max. Max. Thread Orifice Assembly Ambient K Sprinkler Size Inch Pressure Temp. Temp. Factor Length (mm) psi (bar) Rating Inch (mm) OF 1°C OF IOC ½"NPT (R½) /16" (11) 175(12) 135 57 100 38 4.9(70.6) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155°F168°C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (IJmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48) Smooth Ceilings ½ to 1(13 to 25.4) using 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0(0,48) CCP. /2 to 1(13 to 25.4) using FP escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 14(53) 8.2(0,56) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams ½ to 1(13 to 25.4) using 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68,1) 13.5(0,93) COP. 1/2 to 1(13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: 171 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Nominal I Max. I CCP Assembly I Max. Sprinkler Thread Orifice I I Pressure I I Temp. Rating I I Ambient Temp. K Length Size Inch (mm) psi (bar) Factor I Inch (mm) I OF I °C I OF I °C ½" NPT 1/2" (13) 175(12) 135 57 100 38 5.8 (83.5) 2.25 (57) (R½) Max. Coverage Ordinary Temp. Rating . Minimum area Max. Spacing (155- 80C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 16(61) 7.6(0,53) Smooth Ceilings ½ to 1(13 to 25.4) using COP. V2 to 1(13 to 25.4) using FP escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) 16 x 16(4,9 x 4,9) 16(4,9) 16(61) 7.6 (0,53) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams ½ to 1(13 to 25.4) using COP. 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 10.8(0,75) ½ to 1(13 to 25.4) using FP escutcheon. 14.4(1,0) 20x20(6,1x6,1) 20(6,1) 22(83,3) For Ceiling types refer to NFPA 13, 13R or 130 5. FACE OF FITTING TO - WALL DIMENSION 7 7/4" MIN. [37.8mm] -2 1/4" HOLE 0/A. --..-1/8" I [57.2mm] [32mm] CEILING TO DEFLECTOR 1" X 7/2" REDUCER DIMENSION 1 15/6DlA.4 TURN COLRU k [49 2m 2 27 /32" 0/A. 2mm] NTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 7/2" [13mm] 135FC06-D ADJUSTMENT Model Fl Res 44 & 58 Recessed HSW/F2 Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Thread I Nominal I Max. I I CCP Assembly I I Max. I I K I Sprinkler Size Orifice I Pressure I Temp. Rating I Ambient Tempj Factor Length I I °C I I Inch (mm) psi (bar) Inch (mm) 3/4' NPT (R3/4) I 17/32" (13.5) 175 (12) 135 57 100 150 I 38 66 I 7.6(109) I 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155°F/68°C) Top of Deflector to Ceiling Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft (m) GPM (1/mm) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 21(79,5) 7.6 (0,53) Smooth Ceilings ½ to 1(13 to 25.4) using OCR /2 to 1(13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 21 (79,5) 7.6 (0,53) 16 x 16(4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) using CCP 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 22(83,3) 8.4 (0,58) 1/2 to 1(13 to 25.4) using FP escutcheon. 20 x 20(6,1 x 6,1) 20(6,1) 25(94,6) 10.8(0,74) For Ceiling types refer to NEPA 13, 13R or 13D Model Fl Res 44 & 58 HSW Fl RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Size Orifice Pressure Temp. Rating Temp. Factor Length Inch (mm) psi (bar) Inch (mm) I°C 0F1 0C ½" NPT (R½) /8" (10) 175(12) 155 175 68 I 79 100 150 38 66 4.4(63) 2.45 (62) F2 escutcheon, 1/2" (13mm) adjustment Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 1/2 (13) /16 - 11/16 (4.7-17.4) [;I ri juag 7.6 (0,53) 9.7 (0,69) 13.2(0,91) 18.6(l.28) 25.0 (1,73) 14.4 (1,0) 14,4(1,0) 20.1 (1,39) 28.6 (1,97) urivi 16(60,6) 18(68,2) 21(79,5) 25 (94,7) 29(109,8) 22 (83,3) 22 (83,3) 26 (98,4) 31(117,4) r. luau 7.6 (0,53) 9.7(0,69) 13.2(0,91) 18.6 (1,28) 25.0 (1,73) 14.4 (1,0) 14,4(1,0) 20.1 (1,39) 28.6(l.97) 4t06(100to 152); ½ (13) recessed using F2 escutcheon 8(2,4) 6t0 12 (152 to 305); ½ (13) recessed using F2 escutcheon Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F/68°C) Intermediate Temp. Rating (175°F/790C) Top of Deflector to Ceiling (mm) Spacing Minimum Ft (m) Flow Pressure PSI (bar) GPM (L/min)Inch Flow GPM (Llmin) Pressure PSI (bar) 12 x 12(3,6 x 3,6) 12(3.6) 12(45,4) 7.5(0,52) 12 (45,4) 7,5(0,52) 4 to 6(100 to 152); 1/2 (13) recessed using F2 escutcheon 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 14(53,0) 10.2(0,71) 14(53,0) 10.2 (0,71) 16 x 16(4,9 x 4,9) 16(4,9) 16(60,6) 13.3 (0,92) 16(60,6) 13.3(0,92) 16 x 18(4,9 x 5,5) 16(4,9) 18(68,1) 16.8 (1,16) 18(68,1) 16.8(1,16) 18x 18(5,5x5,5) 18(5,5) 19(72,0) 18.7(1,29) 19(72,0) 18.7(1,29) 16 x 20 (4,9 x 6, 1) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1) 27.4(1,89) 12 x 12(3,6 x 3,6) 12(3,6) 14(53,0) 10.2(0,71) 14(53,0) 10.2 (0,71) 6t0 12 (152 to 305); ½ (13) recessed using F2 escutcheon 14 x 14(4,3 x 4,3) 14(4,3) 16(60,6) 13.3(0,92) 16 (60,6) 13.3 (0,92) 16 x 16(4,9 x 4,9) 16(4,9) 17(64,4) 15.0 (1,04) 17(64,4) 15.0 (1,04) 16 x 18(4,9 x 5,5) 16(4,9) 20(75,7) 20.7 (1,43) 20(75,7) 20.7 (1,43) 16 x 20(4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4(l.89) For Ceiling types refer to NFPA 13, 13R or 13D Escutcheon, F2, Data: Nominal Max. Sprinkler Max. Sprinkler Thread Orifice Pressure Temp. Rating Ambient K Length Size Inch psi (bar) Temp. Factor Inch OF I °C °F I °C (mm) (mm) ½" NPT 1/2" (13) 175(12) 155 68 100 I 38 5.8(83.5) 2.45(62) (1R½) 175 79 150 I 66 Face of Fitting to wall Type Adjustment Inch (mm) I Inch (mm) F2 1/2 (13) (4.7-17.4) /I6 - 11/16 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing (155°F/68°C) (175°F1790C) Ceiling Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Inch (mm) Ft (m) nfl !i.a urivi jL/ml 16 (60,6) 18 (68,2) 21(79,5) 25 (94,7) 29(109,8) 22 (83,3) 22(83 , 3) 26 (98,4) 31(117,4) 12 x 12(3,6 x 3,6) 12(3,6) - 14 x 14(4,3 x 4,3) 14(4,3) - 16 x 16(4,9 x 4,9) 16(4,9) - 16x 18(4,9x5,5) 16(4,9) - 16 x 20 (4,9 x 6,1) 16(4,9) - 12x 12(3,6x3,6) 12(3,6) - 14 x 14(4,3 x 4,3) 14(4,3) - 16 x 16(4,9 x 4,9) 16(4,9) - 16x 18(4,9x5,5) 16(4,9) Ceiling types refer to NFPA 13, 13R or 13D 7, Model Fl Res 44 SWC * Not listed for corrosion resistance. TprhniriI nata. Fi ppm gg qwr llN P2c1 --I 4 to 72 (101.60mm To I I/4 (31.75mm] Moolmo,,, J04.80-1 Poc* Of fill!,,9 To Wall Di,nm,sion PUSH ON COV9R. THEN TURN TO ADJUST UNtIL TIGHT AGAINST WALL. 15 7/2 Redo,,,, Recomom,,d;d ' [84] It/RN COLLAR UNtIL SP 1 21132' WRENCH BOSS. 133f907 - 112' [12.70--] AdjustmeM 11 RES 44 SWC Fig. 6 ver Max. Thread Nominal Max.. Temp. Ambient K Sprinkler Size Orifice Pressure Rating Temp. Factor Length Inch (mm) psi (bar) Inch (mm) OF °F HC ½" NPT (R½) /8" (10) 175(12) 135 b t57 100 38 4.4(63) 2.45(62) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F/68°C) Top of Deflector to ailing Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow GPM (L/min) Pressure 12 x 12 (3,6 x 3,6) 12(3,6) 13(492) 8,7(0,60) 4 to 6(100 to 152); Y2(13) recessed using F2 escutcheon 8(2.4) 14x 14(4,3x4,3) 14(4,3) 14(53,0) 10.2(0,71) 16 x 16(4,9 X 49) 16(4,9) 17(64,3) 15.0(1,1) 16x 18(4,9x5,5) 16(4,9) 19(71,8) 18.7(1,13) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4 (1,89) 12x 12(3,6x3,6) 12(3,6) 14(52,9) 10.2(0,71) 6 t 12(152t0305); 112 (13) recessed using F2 escutcheon 14x 14(4,3x4,3) 14(4,3) 15(56,7) 11.7(0,81) 16 x 16(4,9 x 4,9) 16(4,9) 18(68,1) 16.8 (1,16) 16 x 18(4,9 x 5,5) 16(4,9) 20(75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 13D Model KResSR HSWX (Link) - I - 2 27/32" 0/A. L [72.2mm] 'I H 1/2" (13mm] ADJUSTMENT 7 75/76" 0/A. 1' [49.2mm] , 4oil _--j TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 7351008 Technical Data: Fl Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Temp. Rating Temp. Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) OF bc OFOC Bulb ½" NPT (R½) 1/2" (13) 175(12) 155 175 68 I 79 100 150 I 38 5.8(83.5) I 66 2.45 (62) RA3533 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing (155°F/68°C) (1750F/790C) Ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) PSI (bar) GPM (L/min) PSI (bar) 18 x 20 (5,5 x 6, 1) 18(5,5) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 4t06(100to 152); 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22(4,9 x 6,7) 16(4,9) 33(125) 32.4(2,23) 33(125) 32.4(2,23) ½ (13) recessed using F2 escutcheon 16 x 24(4,9 x 7,3) 16(4,9) 38 (144) 42.9(2,96) 38(144) 42.9(2,96) 8(2,4) 14 x 26(4,3 x 7,9) 14(4,3) 42 (160) 52.4(3,75) 42(160) 52.4(3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35(133) 36.4 (2,5) 35(133) 36.4(2,5) 6 to 12 (152 to 305); ½ (13) recessed 16 x 22(4,9 x 6,7) 16(4.9) 38 (144) 42.9(2,96) 38(144) 42.9(2,96) 16 x 24(4,9 x 7,3) 16(4,9) 42 (160) 52.4(3,6) 42(160) 52.4(3,6) using F2 escutcheon 14 x 26(4,3 x 7,9) 14(4,3) 46(174) 62.9(4,34) 46(174) 62.9(4,34) For Ceiling types refer to NFPA 13, 13R or 13D Modal Fl Res SR HSWX (Bulb) FACE OF FITTING TO - WALL DIMENSION / LI/N I [318mm] I " -2 7/4" HOLE DIA. A"1/8 [5 7.2mm] CEILING TO DEFLECTOR 1 X 7/2 REDUCER DIMENSION Fl RES 58 HSWX Fig. 7 91 Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Temp. Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) I Link /2" NPT '/2"(13) 175(12) 100 (R½) 38 5.8(83.5) 2.45 (62) RA3593 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (165- VC) Top of Deflector to ceiling Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow GPM (Llmin) Pressure 18 x 20 (5,5 x 6, 1) 18(5,5) 29(109) 25(1,72) 4t06(100t0 152); /2 (13) recessed using F2 escutcheon 8(2.4) 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26.8(1,85) 16 x 22(4,9 x 7,3) 16(4,9) 33 (125) 32.4 (2,23) 16 x 24(4,9 x 7,3) 16(4,9) 38 (144) 42.9(2,96) 14 x 26(4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35(133) 36.4(2,5) 6 to 12 (152 to 305); ½ (13) Recessed using F2 escutcheon 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4(3,6) 14 x 26(4,3 x 7,9) 14(4,3) 46(174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76 and Fl Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector- to-ceiling distance listing shall be 1" to 8" maximum, only for FiRes 49. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Wa- *DuPont Registered Trademark 00 ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome- plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 30, 49 & 58 Recessed Pendent/ F2, Model Fl Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector-to-ceiling distance listing shall be 1" to 8" maximum, only for Fl Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded tqcci Fire Protection Products Worldwide I Contacts www.tyco-fire.com Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics General Description The TYCO Models Back to Back Dual Directional (BB), Single Directional (SD), HIP, and Attic Plus (AP) Specific Appli- cation Attic Sprinklers for Protecting Attics are fire sprinklers for combus- tible and non-combustible sloped attic spaces. While Models BB, SD, and HIP are specific application attic sprinklers, the Model AP is a specific application combustible concealed-space sprin- kler with specific application criteria for use with Models BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces. When compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branchline materials and the associated installa- tion labor. Specific Application Attic Sprinklers for Protecting Attics have undergone the most extensive fire testing ever per- formed for sloped attic spaces. They are UL Listed with their specific appli- cation guidelines for use as special sprinklers as defined by the National Fire Protection Association (NFPA). Specific Application Attic Sprinklers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. 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 28 The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in com- bustible 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 cost control with the best level of protection by eliminat- ing the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB Sprin- klers. If Model SD Sprinklers or Model HIP Sprinklers are needed, one line of either at each area being covered is sufficient. For example, while using Standard Spray Sprinklers, a system in a 60 ft (18,3 m) wide attic with up to a 12:12 roof pitch designed to NFPA 13, could require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With Specific Application Attic Sprinklers, the required coverage can be obtained with just one branchline 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 branchlines saves the cost of the pipe, fittings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler technol- ogy, which also allows for cost savings, is the reduction in system volume. This volume reduction may result in reduc- ing the size of a dry pipe valve and air compressor, and possibly allows for quicker water delivery times, eliminat- ing the need for an accelerator. JUNE 2017 TFP6IO TFP6IO Page 2 of 28 I Components: I 1-Frame 4-Bulb I 2 - Button 5 - Compression I 3 - Sealing Screw I i Assembly 6 - Deflector F 2-1/4" ________ 1-5/8" (57,2 mm) (41,3 mm) (28,6 mm) /16" ______ 1-1/8" 13 \ FLOW FLOW -.JhT - 2-1/8' 2 (54,0 mm) 3 THREAD L RELIEF . 1/2' (12,7 mm) i / NPT NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BBI, BB2, AND BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 1 - Frame 4 - Bulb I 2 - Button 5 - Compression I 3 - Sealing Screw Assembly 6 - Deflector 2-1/4" (57,2 mm) (41,3 mm)— 13 H /16' (28,6 mm) I FLO/8 2-1 FLOW 2 (54,0 THREAD mm) RELIEF 7/16'(ll,l mm) i /2 NPT / NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BBI, BB2, AND 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) 1 (57,2 mm) 10 11 9 _ 1-1/8' 7 FLOW FLOW 6 FRAME ARMS WRENCH 1/2' 2 3 ' 7/16' HEX NPT (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE B MODELS BBI, BB2, AND BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing Lever 10 - Link Assembly Deflector Assembly 4 - Saddle Frame 1-5/16" 2-1/8" - ' (33,3 mm) (54,0 mm) 1-5/16" 8 (33,4 mm) 10 FLOW 7 FIR FRAME ARMS 7/16" (11,1 mm) WRENCH 1/2" 2 1 NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE D MODELS SD1, SD2, AND SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP6IO Page 3 of 28 I Components: I 1-Frame 4-Bulb I I 2 - Button 5 - Compression I I 3 - Sealing Screw Assembly 6 - Deflector 2-1/8" 2" I I " (54,0 mm)_______ I H(50,8 mm)- 1-1/16" 1-1/4 H (27,0 mm) (31,13 mm) W (54,0 mm) FLOW 2-1/8" AD EF 7/16" (11,1 mm)] //2NPT NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS 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 Sp 27,2 mm) 4" ________ J (5 WRENCH FLATS 1 1/2 NP T, 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 Another Cost reduction is the Listing of BLAZEMASTER CPVC for use in attic spaces to feed the wet system Specific Application Attic Sprinklers for Protect- ing Attics, as well as to feed the wet system sprinklers below the ceiling. 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 using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four models of the Specific Application Attic Sprinklers used for protecting attics: BB, SD, HIP, and AP. The Model BB and Model SD Sprinklers have three separate versions used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12. For more information, refer to Table A. BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application Attic Sprinkler, as seen in Figure A, B and C, throws a narrow and long pattern. The narrow spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 ft (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 ft (9,1 m) in each direction when measured horizontally. There are three different models that account for different roof slopes: 13131, BB2, and BB3. Each model is provided in one of three different orifice sizes: K=4.2, 5.6, or 8.0. SD Sprinkler (Single Directional) The Model SD Specific Application Attic Sprinkler, as seen in Figure D, throws a narrow but long pattern like the Model BB. However, unlike the Model BB, the Model SD only throws in one direction. Model BB Sprinklers are primarily used where shear walls or draft curtains have been installed within an attic space. Model BB Sprinklers are also used when the framing direction is parallel with the outside wail in the hip area. For more information, refer to Figure 13. In this case, the SD Model Sprinkler would be used on one side of the slope and AP Sprinklers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in a vertical upright orientation and not angled with the slope. Achiev- ing the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and parallel to the roof hip. There are three different models that account for different roof slopes: SD1, 5D2, and SD3. HIP Sprinkler The Model HIP Specific Application Attic Sprinkler, as seen in Figure E, covers the area of the hip in the attic. This is a slightly different concept than the BB Model or SD Model Sprinklers. The HIP Sprinkler is located along the slope running down the hip, and throws a 900 pattern toward the outside 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 rather it throws most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typically spaced 6 ft (1,8 m) to 3 ft (0,9 rn) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (refer to Figure 12) and the maximum throw cannot exceed 28 ft (8,5 m) measured horizontally. The HIP, unlike the BB Model and SD Model, is installed with the deflector parallel with the slope. There is only one model with flows and pressures for two different spacings. TFP6IO Page 4 of 28 AP Sprinkler (Attic Plus) The AP Specific Application Attic Sprin- kler are to be installed in the upright orientation with their deflector parallel to the roof. The Model AP Sprinklers, as seen in Figure F, are intended to be used to provide protection of attic areas outside the scope of applica- tions for the BB, SD, or HIP Sprinklers. The AP Sprinklers must only be used in conjunction with other Specific Appli- cation Attic Sprinklers (BB, SD, and HIP), or as permitted in other sections of this document. The AP Sprinklers will provide a hydraulic advantage over Standard Spray Sprinklers for the pro- tection of attic areas outside the scope of application for the BB Model, SD Model, or HIP Model Sprinklers. L NOTICE The Specific Application Attic Sprin- klers for Protecting Attics described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of NFPA, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for 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) TY4180* 13131 K=8.0 TY4181* 13132 K=8.0 1Y4182* 13133 K=8.0 TY3180* 13131 K=5.6 TY3181* 1BB2 K=5.6 TY3182* BB3 K=5.6 TY2180 13131 K=4.2 TY2181 BB2 K=4.2 TY2182 BB3 K=4.2 1Y3183* SD1 K=5.6 TY3184* SD2 K=5.6 1Y3185* SD3 K=5.6 TY3187* HIP K=5.6 1Y3190 AP K=5.6 TY2190 AP K=4.2 * The "TY" prefix is a re-designation of the previous "C" prefix. For example, TY4180 is a re-designation for C4180. Technical Data Approvals UL and C-UL Listed These Approvals only apply to the service conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8. Pipe Thread Connection 1/2 inch NPT for K=4.2 and 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 GPM/psi (60,5 LPM/bar½) K = 5.6 GPM/ps1½ (80,6 LPM/bar'h) K = 8.0 GPM/ps16 (115,5 LPM/bar½) Temperature Rating Intermediate Temperature as follows: —200 F (93 °C) for GB (K4.2 and K8.0), HIP, AP —212 °F (100 °C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C and 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 and 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 and 4.2), HIP (K=5.6) and AP (5.6 and 4.2) 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 water to flow. BB (K=5.6) and 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 separate, allowing the sprinkler to activate and water to flow. TFP6IO Page 5 of 28 Installation The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. NOTICE 1 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) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) tem- perature 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-lb (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. To install the Specific Application Attic Sprinklers, complete the following: Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be installed in the upright vertical posi- tion with the flow arrows on the deflector pointing down the two opposing slopes. Model SD Sprinklers are to be installed 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, the sprinkler centerline perpendicular to the ridge of the hip roof, and the flow direction arrows on the deflec- tor pointing down the two oppos- ing slopes. Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is paral- lel with the slope of the hip ridge line. 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. L WRENCH FLATS ENGAGE SPRINKLER -., THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE EN\D\~\~, JAW FLANGE MARKED ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH FOR USE WITH BB (K=8.0) SPRINKLERS' L1i\ WRENCH FLATS 73IIM~ ENGAGE SPRINKLER THREAD RELIEF ITH WRENCH JAW FLANGES WRENCH JAWUSE END FLANGE MARKED A" ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For Use with BB (K=4.2) Sprinklers Step 2. With pipe thread sealant applied 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. Step 3. Wrench-tighten the sprin- kler using only the wrenches shown in Figures H through M. Wrenches are only to be applied to the sprin- kler wrench flats or wrench hex, as applicable. LRENCH g NGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USEEND \ JAW FLANGE MARKED 7"A"ONLY FIGURE K W-TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH HEX APPLY WRENCH TO WRENCH HEX ONLY ADJUST s WRENCH JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (K=5.6) and SD (K=5.6) Sprinklers I WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END JAW FLANGE MARKED A ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (K=4.2 and 5.6) Sprinklers TFP6IO Page 6 of 28 Design Criteria Area of Use The TYCO Specific Application Attic Sprinklers are designed for use in roof structures and combustible and non-combustible sloped attic spaces, including wood joist/rafters and wood trussed attics with a ceiling below. System Type for BB, SD, HIP, or AP Sprinklers 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 NFPA 13 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, and for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 and 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 ft (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. For more information, refer to Figure 14A, 14B, and 15. BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 ft (1,2 m) as measured along the branchline for BB and SD. For more information, refer to Figure 3. 3 ft (0,9 m) as measured along the branchline for HIP. For more informa- tion, refer to Figure 12. 7 ft (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 ft (1,8 m) on center along the branch- line for BB, SD, and HIP. For more infor- mation, refer to Figure 3 and 12. For AP, the maximum spacing is 10 ft (3,1 m) perpendicular to slope and 12 ft (3,6 m) parallel to slope. When there is more than one row of AP Sprin- klers, the sprinklers must be staggered as seen in Figure 20-13-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge direction, 6 ft (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers. For more information, refer to Figure 4. As measured along the peak/ridge direction, 7 ft (2,1 m) from AP to Stan- dard Spray Sprinklers. For more infor- mation, refer to Figure 4. In the slope direction, 26 ft (7,9 m) from BB or HIP Sprinklers to AP Sprinklers or Standard Spray Sprinklers. For more information, refer to Figure 6. BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 in (558,8 mm) maximum and 16 in (406,4 mm) minimum. For more information, refer to Figure 2 and 5. For roof pitches of 3:12 (25%) up to 4:12 (33%), (only 4.21K Model BB), 12 in (304,8 mm) maximum below the peak and a minimum of 1 in (25,4 mm) below the bottom of the top chord or solid wood rafter. AP Deflector Position and Roof Pitch 1 to 3 in (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 in (600 mm) or less. BB or SD Deflector Installation Position Above Scissor Truss 18 in (457,2 mm) minimum. For more information, refer to Figure 5. BB, SD, or HIP Minimum Distance Away from Trusses Attic Sprinklers must be installed 6 in (152,4 mm) away from the face of trusses. For more information, refer to Figure 7. SD Distance from Shear Wall or Draft Curtain 4 to 6 in (101,6 to 152,4 mm) from face, and a minimum of 8 in (203,2 mm) above the bottom of the draft curtain. For more information, refer to 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 con- structed of 1/2 in (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 in (152,4 mm) with the deflector located 16 to 22 in (406,4 mm to 558,8 mm) from the peak. For more informa- tion, refer to Figure 8. Use of UL Listed BLAZEMASTER CPVC Piping with Specific Application Attic Sprinklers for Protecting Attics (Wet Systems Only) BLAZEMASTER CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: Note: Where the use of non-com- bustible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insula- tion. The non-combustible insulation (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 in (152,4 mm) of non-combus- tible insulation covering the horizon- tal or vertical pipe extending 12 in (304,8 mm) on each side away from the centerline of the pipe. Refer to Figures 9A, 913, and 9C. The area above the pipe must be protected by BB, SD, HIP, or AP Sprinklers. For more information, refer to Figure 9A. If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 in (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers. For more information, refer to Figure 913. Insulation is for fire protection 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 BB, SD, or HIP Sprinklers locat- ed at a maximum lateral distance of 12 in (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 in (152,4 mm) from the branchline centerline. BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline. TFP6IO Page 7 of 28 MODEL K SIN ALLOWABLE ROOF SPAN (a) (b) (e) ' , Feet m, MINIMUM FLOW, GPM (LPM) MINIMUM PRESSURE, psi (bar) R Ov PIT er , Rise ver Ufl ° DRY PIPE SYSTEM MAXIMUM WATER DELIVERY TIME, Seconds BB1 8.0 TY4180 :~60 (18,3) 38(144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 !~60 (18,3) 38(144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 8.0 1Y4182 !~60 (18,3) 40(152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 >40 (122) to :~60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) B132 5.6 TY3181 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 540 (12,2) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 !940 (12,2) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 540 (12,2) 25 (95) 20.0(1,4) 10:12 (83) to 12:12 (100) (c) BB1 4.2 TY2180 520 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) BB2 4.2 TY2181 520 (6,1) 13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) BB3 4.2 TY2182 !920 (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 :540 (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 !~40 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) - (c) SD3 5.6 TY3185 >30 (91) to s40 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 >10 (3,0) to :530 (9,1) 25 (95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10 (3,0) to 530 (9,1) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >10 (3,0) to 1530 (9,1) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (C) SD1 5.6 TY3183 !00 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 :910 (3,0) 19 (72) 11.5 (08) 7:12 (58) to less than 10:12 (83) (c) SD3 15.6 1 TY3185 !00 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 1 5.6 1 TY3187 >20 (6,1) to :~28 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 1Y3187 520 (6,1) 25(95) 20.0 (1,4) 4:12 (33) to 12:12 (10 0) (c) AP 5.6 TY3190 10 (3,1) , 12 (3,6) ' / '1 See note (e) Minimum 7 psi (0,48 bar) Minimum 0.10 gpm/ft2 (4,1 mm/mm.) Design Density 3:12 (25) to 12:12 (100) 60 (d) AP 4.2 1Y2190 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 Figure 2. The HIP roof span is measured horizontally as shown In Figure 2. Refer to NFPA 13. Maximum water delivery time for all system sizes. The AP roof span is measured along the slope. Maximum 10 it (3, ml perpendicular to stops by maximum 12 it (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP61O Page 8 of 28 BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 in (152,4 mm) from the branchline centerline. A minimum lateral distance of 18 in (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. BLAZEMASTER CPVC may be used exposed to provide wet system, ver- tical or angled, sprigs to AP Sprin- klers (refer to Figures 17A and 17B) where: The exposed portion of an angled sprig is a maximum length of 3 ft (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 ft (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 in (3304,8 mm) from the sprig center- line, and the sprig is supported at the swing joint to the AP Sprinkler. A minimum 6 in (152,4 mm) deep of non-combustible insulation ex- tending 12 in (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (refer to Figure 17A). If the CPVC branchline is located in- side the ceiling joist, the joist chan- nel must be covered or filled with a minimum of 6 in (152,4 mm) deep of noncombustible insulation on top of the branchline feeding the AP sprigs (refer to Figure 17B). Insula- tion is for fire protection purposes. It is not freeze protection. Addition- al depth of non-combustible insu- lation may be added to reduce the exposed length of the AP sprigs. A minimum lateral distance of 18 in (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 NFPA 13 for requirements when installed on pipe greater than 2-1/2 inch NPS (DN65). Hydraulic Requirements Refer to Figure 20. Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured horizon- tally) and the slope of the roof, and then refer to Table A. There is no interpola- tion of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 ft (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 minimum 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 ft (2,4 m) does not apply to the AP. Coverage Area Coverage area for the BB Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline. The maximum distance along branchline is 6 ft (1,8 m) regardless 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 ft (1,8 m) to remain under 400 ft2 (37,2 m2) maximum depending on the slope and the span. In no case can the span exceed 60 ft (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Directional) 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 branch- line is 6 ft (1,8 m), the maximum throw measured horizontally is 40 ft (12,2 m), and the maximum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprinklers is the distance down the larger slope multiplied by two, and multiplied 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 distance between the branchlines. The max- imum spacing is 10 ft (3,1 m) per- pendicular to the slope and 12 ft (3,6 m) parallel to slope, and as mea- sured 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 spac- ing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with the TYCO Spe- cific Application Attic Sprinklers, 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 accordance with the appropriate flow and pressure information provided 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 the framing direction is per- pendicular to the outside wall (refer to Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprinklers (refer Figure 13). Determine the throw needed. For more information, see the spac- ing requirements in Table A. If over 20 ft (6,1 m) and up to 60 ft (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-factor, BB Sprinklers to minimize over discharge. If less than 20 ft (6,1 m) is required, 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 deter- mine the maximum spacing along the ridge. The maximum distance is 6 ft (1,8 m). For example, a 12:12 slope at the maximum span of 60 ft (18,3 m) will produce a slope length of approximately 42.5 ft (13,0 m). That number multiplied by two pro- duces an 85 ft (25,9 m) throw. A 400 ft2 maximum divided by an 85 ft (25,9 m) throw only allows a 4 ft 8 in (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 factor with the SD Sprinklers, the maximum spacing is 6 ft (1,8 m) and the mini- mum is 4 ft (1,2 m). For more infor- mation, refer to Figures 2 and 11. The reason 400 ft2 is not an issue with the single directional is because, at its maximum spacing, 6 ft (1,8 m) on center / covering 40 ft (12,2 m) flat / a 12:12 slope / and the throw being 56.5 ft (17,2 m), the 400 ft2 (3712 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 perpendic- ular to outside wall (refer to Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (refer to 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 ft (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 in (152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the out- side wall. Continue to space sprin- klers down the hip at a maximum of 6 ft (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 ft (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 accounted 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 Attic Sprinklers 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 protec- tion system from the proper authorities and notify all personnel who may be affected by this action. 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 NFPA, such as NFPA 25. In addition to the standards of any other authori- ties having jurisdiction. Contact the installing contractor or product manu- facturer with 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. 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 damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. For more informa- tion, refer to the Installation 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, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify): 881 (K=8.0), TY4180 ..................P/N 51-623-1-200 6132 (K=8.0), 1Y4181 ...................P/N 51-621-1-200 B63 (K=8.0), TY4182 ..................P/N 51-622-1-200 13131 (K=5.6), TY3180 ..................P/N 50-601-1-212 B132 (K=5.6), TY3181 ..................P/N 50-602-1-212 BB3 (K=5.6), TY3182 ..................PIN 50-603-1-212 B131 (K=4.2), TY2180 ..................PIN 50-620-1-200 8132 (K=4.2), TY2181 ..................P/N 50-621-1-200 663 (K=4.2), 1Y2182 ..................P/N 50-622-1-200 SD1 (K=5.6), TY3183 ...................PIN 50-611-1-212 SD2 (K=5.6), 1Y3184 ...................PIN 50-612-1-212 SD3 (K=5.6), TY3185 ..................P/N 50-613-1-212 HIP (K=5.6), 1Y3187 ..................PIN 51-620-1-200 AP (K=5.6), TY3190 ..................P/N 50-625-1-200 AP (K=4.2), TY2190 ..................P/N 50-624-1-200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 TFPGIO Page 10 of 28 ROOF SPAN (COVERAGE) - SEE FIG. 11 BACK TO BACK STANDARD SPRINKLER TRUSS SCISSOR 12 TRUSS 4-12 r FIGURE 1 64" (183 m) MAXIMUM 4'-0"(1,22 m) MINIMUM II BBorSDATTIC II 11SPRINKLERS11 Ii I RIDGE BRANCH II ii ii LINE TRUSS --`II: CEILING H H H FIGURE 3 22" (558,8 mm) MAX. BB. SD or HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER -or- STANDARD FOR A ROOF PITCH LESS THAN 4:12(33%). TRUSS 18" MIN. (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 FIGURE 5 6" (152,4 mm) MAX. ROOF SPAN 4"(101,6 mm) MIN.H DECK (COVERAGE) FROM WALL AP or STANDARD / -;- SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS /7 22" (558,8 mm) MAX. SEE FIG 11 hI 16"(406,4 mm) MIN. BOTTOM OF SHEATHING DRAFT 8" M\ CURTAIN FULL WALL TO DECK TO DECK (203,2 mm FIGURE 2 7-0" (2.1 m) MIN. FOR AP SPRINKLERS 6-0' (1,8 m) MINIMUM FOR - STANDARD SPRAY SPRINKLERS II II II II II II APorSTANDARD ATTIC II II SPRAY SPRINKLER SPRINKLER RIDGE BRANCH H H II II II LINE Ii II II II II II II TRUSS H CEILING H II H II II II II II II II I II II II II / II FIGURE 4 BB, SD or HIP ATTIC SPRINKLER 26-0" 7 AP or MINIMUM STANDARD SPRAY SPRINKLERS FIGURE 6 6" (152,4 mm) MINIMUM H II BB, SDorHIP' ii II SPRINKLER RIDGE I II II II H II II ii ii H BRANCH H H I I I LINE II TRUSS :1 CEILING i 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 ATTIC —12" MIN.-I-12" MIN. (304,8 mm) (304,8 mm71 SPRINKLER ¶ PROTECTED SPACE 6' MIN. (152,4 mm) CEILING / / NON-COMBUSTIBLE JOIST / INSULATION FOR FIRE / 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 B SPACE 6' MIN. (152,4 mm)J/\ CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 9B NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE 6" MIN. - (152,4 mm) CEILING JOIST CEILING \ CPVC PIPE ELEVATION \ CHANGE & FITTINGS 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 TOROOFDECK —> Xf 'I'-' I A 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 -A,--- COVERAGE ON \ HORIZONTAL 7 CEILING ROOF JOIST JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON MAXIMUM HORIZONTAL PERMITTED TOP OF INSULATION NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT ATEAVE TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL MAXIMUM OUTSIDE WALL 40-0" (12,2 m) I SINGLE HORIZONTAL -1 DIRECTIONAL ROOF SPAN I SPRINKLERS (COVERAGE) I HIP RIDGES WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP61O Page 12 of 28 H- 7-6" (2,3 m) MAX. HORIZONTAL liii HIP SPRINKLERS -- I I I I I I I I I I I BACK PROTECT AREA ON ---- I I I I I I I I I TO BACK FIGURE 12 BOTH SIDES OF - - I I I I I I I I SPRINKLERS HIP ROOF INSTALLATION HIP RIDGE I I I I I I I I I I I I I I I I I WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE I PERPENDICULAR TO AREA PERPENDICULAR OUTSIDE WALL TO OUTSIDE WALL - - - - HIP SLOPE I I I I I III ROOF LOPE I I I I S (SHOWN WITH HIP SPRINKLERS PROTECTING RIDGELINE HIP SLOPE AND ADJACENT OUTSIDE - I MAXIMUM WALL AREAS TO HIP SLOPE) -- 28-0 (8,5 m) - HORIZONTAL HIP - RIDGES 6-0" (1,8 m) MAX. 3-0° (0,9 m) I SEE FIG. 11 3-0° (0,9 m) MIN. -" MAX. ON ON HIP SLOPE HIP SLOPE FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL FHH BACK F TO BACK F F I SPRINKLERS H HIP ISLOPE I I\J3L4LH F ROOF SLOPE I I F F I RIDGE LINE I ' F 3'-0"(0,9m) Il' F F CMAX.ON F F F HIP SLOPE 600 (1,8 m) MAX. 6-0" (1,8 m) MAX. 3-0" (0,9 m) MAX. ON - HIP SLOPE CPVC PIPE MAY BE USED IN SHADED AREA ONLY 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 AND ADJACENT AREAS TO HIP SLOPE) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES 6'-0'(1,8 m) MAX. I I F F F F I I'F F F BACK F F F F TO BACK I F F I SPRINKLERS I I I I I1111\1 F F I 1 F I F F F ROOF I rI II1 I I I F I F FFF SLOPE F F I I I I I F S I I I 1 F F F F F I F F I I I I F F RIDGE LINE I I.I I I I I F F III IF I I I I I F F F L LL J ___________ F F F I CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) 6-0 MA (1,83 rn 4-0' MII (122 rn AP SPRINKLERS SPACED 7-0' (1,8 m) TO 10'-0'(3,0rn) ON CENTER SEE FIG. 11 I SD SPAN (TABLE A) 10-0' MAX. (3,05 rn) P SPRINKLER COVERAGE 6-0' (1,83m) Z1 SD ATTIC SPRINKLER TFPGIO Page 13 of 28 Attic Spaces Greater Than 60 ft (18,3m) up to 80 ft (24,4m) Wide, (refer to Figures 14 and 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 ft (24,4 m) wide. NOTES: Attics over 80 ft (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (refer to Figure 14A and 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (refer to Figure 14A) or Standard Spray Sprinklers (refer to Figure 1413) are then used to protect up to 10 ft (3,1 m) of width at the eaves beyond the maximum allowable 60 ft (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (refer to 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 ft (3,1 m) of width at the eaves beyond the maximum allowable 60 ft (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. 88 SPAN I (TABLE A) AP 10-0' MAX. SPRINKLERS (3,05 rn) I BB ATTIC SPACED SPRINKLER 7-0 (1,8 m) SPRINKLER COVERAGE (1 83 rn) TO MAX 10-0' (3,0 rn) ON CENTER / \\4-0' (1,83m) MIN. (1,22 m) FIGURE 14A FIGURE 14B 101-0" HIP BACK (3,0 m) SPRINKLERS TO BACK SPRINKLERS HIP RIDGES • • • 10-0' AI (3,0 M) AP SPRINKLERS RIDGE AT THE EAVES * LINE PERIMETER F HIP- -PROTECTION - SLOPE • • ROOF AREA . SLOPE BB SPAN (TABLE A) - . 61 1 . 101-0' (3,0 m) CPVC PIPE MAY I I BE USED IN SHADED 7-0' to 10-0' AREA FOR CEILING J [ (2,1 m to 3.0 m) PROTECTION BELOW 1 ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP6IO Page 14 of 28 88 ATTIC BB ATTIC 3-1/2" MIN. SPRINKLER ANY SPRINKLER / 36' IN. DISTANCE (88,9 mm) AIR SPACE (914,4 mm) NO GREATER ADDITIONAL 6" MAX. THAN 6" SPRINKLER (152,4 mm) (152,4 mm) ADDITIONAL AP REQUIRED ,y\ II \\ 'N OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE / 4/,ir7T i// 14AOR14B) FIGURE 16A FIGURE 16B There can be a maximum of a 6 in. (152,4 mm) high Horizontal Obstruction as long as it is 36 in. (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. Refer to Figures 16A and 1613. This criteria does not limit the top chord of the trusses or the depth of the raf- ter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER NO 6' (152,4 mm) 36" (914,4 mm) MINIMUM MINIMUM ADDITIONAL SPRINKLER REQUIRED 4!(12m\ MAXIM \\ FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER ADDITIONAL AP OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE I 14A OR 14 B) Jir GREATER THAN 4-0' (1,2 m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 in. (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 ft (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicu- lar to and from the bottom of the rafter. If there is not 6 in. must be located on the other side of the obstruc- tion. If the obstruction is greater than 4 ft (1,2 m) in width, a sprinkler must be added below the obstruction. Refer to Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 ft (3,7 m) and Standard Spray Sprin- klers is 15 ft (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"-l"(12,7 mm-25,4 mm) 6" (152,4 mm) NO 1"-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4-8" (101,4 mm-203,2 mm) 24 (609,6 mm) NO 8"-10" (203,2 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" (6.10 m) NO 40"-48'(1016,0 mm-1219,2 mm) 25-0' (7,62 m) NO >48" (1219,2 mm) Any Distance YES DIMENSION A PER TABLE DIMENSION B 111 PER ADDI11ONAL AP R TABLE OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE ,q 14A OR 148) 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. 36'(914,4 mm) MINIMUM FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD AND HIP TFP6IO Page 15 of 28 FIGURE 16F AREA OUTSIDE OF MECHANICAL SPACE OR SIMILAR COMPARTMENTAL SPACE When a BB Sprinkler is 36 in. (914,4 mm) or greater above the space, and 36 in. (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is 36 in. (914,4 mm) or greater above the space, and a 12 to 36 in. (304,8 to 914,4 mm) clear- ance above the space is present, Intermediate Level Stan- dard 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 Sprinklers as necessary or by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compartmented space is to be sprinklered per its respective hazard rating and sep- arated 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 com- partmented space. BB ATTIC SPRINKLER 36' (914,4 mm) OR GREATER NO ADDITIONAL 36' (914,4 mm) SPRINKLERS - OR GREATER REQUIRED ZZ/X/1' STANDARD MECHANIC SPRAY SPRINKLER I SPACE FIGURE 16G PIGGYBACK TRUSSES When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 in. (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clearance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 in. (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 in. (190,5 mm) maximum in width, the openings are 12 in. (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown H I I E1131 I 13132 I BB3 I -tP 0" I I a" I I 0" I V>0" v+15" V+10' V.A. BOTTOM STIFFENERS TOP OF GB ATTIC DEFLECTOR SPRINKLER 4" (101,6 mm) TO BB 70% MINIMUM F- SPRINKLER OPEN AREA ATTIC 6" (152,4 mm) TYP. 12' MIN. 36'(914,4 mm) OR GREATER 3-1/2" MIN. 12" (304,8 mm) TO 36' (914,4 mm) STIFFENERS 1 "kNI/ INTERME ZIA DIATE I (88,9 mm) (304,8 mm) LEVEL GB ATTIC f AIR SPACE STANDARD SPRAY SPRINKLER SPRINK >774 LER "S I' T Nf\ ______ ________ STANDARD 1MECHANICAL 4' (101,6 mm)TO 7-1/2" MAX. _______ _______ 12" MIN. SPRAY SPRINKLER SPACE 6 (152,4 mm)TYP. (190,5 mm) (304,8 mm) BB ATTIC BB ATTIC LESS THAN SPRINKLER STANDARD SPRINKLER OR 70% OPEN AREA, SPRAY SPRINKLER STANDARD SPRAY OPENINGS LESS THAN LESS THAN OR STIFFENERS 12' (8m //" SPRINKLER 12' (304,8 mm) WIDE, GREATER THAN 7-1/2' (190,5 mm) LEVEL INTERMEDIATE , %\ / WIDE STANDARD SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND I I N. STANDARD SPRAY PROTECT WITH SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS SINGLE INSTALL / SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD, AND 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 __- 3-0" MAX. AP SPRINKLER SAP PRIG .3k— - 6" MIN. JOIST \ (152,4 mm) 12' MIN. I ' 12" MIN. '"304,8 mm) (304,8 mm' NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION AP SPRINKLER AP 10-0" MAX. v—SPRIG (3,0 m) U 6" MIN. rJOIST I (152,4 mm) I 12' MIN. / 12" MIN. I 1 7300 mm) 7 (304.8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A OPTION B ~M --_~AP (0,91m) SPRINKLER SPRINKLER AP 10-0" MAX. AP SPRIG (3,0 m) SPRIG FIGURE 178 EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WITHIN JOIST JOIST JOISTS 6' MIN. I NON-COMBUSTIBLE (152.4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B OBSTRUCTION LA AP SPRINKLER T-j L- Ac A~3Cor3D 24'(609,6 mm) (Use dimension C or 0, whichever is greater) ELEVATION VIEW OBSTRUCTION AP SPRINKLER PLAN VIEW Horizontal Minimum Vertical Distance Distance Below Deflector (B) 3" (!5152,4 mm) (76,2 mm) >6"to9 4 (>152,4mm to 228,6 mm) (101,6 mm) >9" to 12" 6" (>228,6 mm to 304,8 mm) (88,9 mm) >12"to15 8" (>304,8 mm to 381,0 mm) (203,2 mm) >15to18" 9-1/2" mm to 457,2 mm) —(>381,0 (241,3 mm) >18* to 12-1/2" (>457,2 mm to 609,6 mm) (317,5 mm) >24"to30 15-1/2" (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18 (>762,0 mm) (457.2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS Bi AP SPRINKLER OBSTRUCTION TFP6IO Page 17 of 28 A=6 (150 mm) MAX B=12' (300 mm) MAX. P ANGLE SPRIG ARMOVER SPRIG B r ARMOVER B ANCHLINE BRANCHLINE L SPRIG (5IRECT MOUNT SER VERTICAL RISER FIGURE 19 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 limited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 ft (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 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers 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 and AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers and AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers and AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers and AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-B-6 (Page 22) BB,SD, or HIP Sprinklers and 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 and Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers and Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers and Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers and Standard Spray Sprinklers in a Dormer, at a Cross, or at an Eli 20-C-6 (Page 26) BB, SD, or HIP Sprinklers and Standard Sprinklers Separated By Compartmentalization I MODEL BB MODEL SID MODEL AP BACK TO BACK T SINGLE DIRECTIONAL MODEL RIP OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS DRY SYSTEM SHOWN DRY SYSTEM SHOWN TFP6IO Page 18 of 28 FIGURE 20-A-I. BB SPRINKLERS Wet Systems: Calculate the most RIDGE demanding five sprinklers. Dry Systems: Calculate the most demanding seven sprinklers. See the adjacent figure. DRY SYSTEM SHOWN RIDGE FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems: Calculate the most demanding five sprinklers. Dry Systems: Calculate the most demanding seven sprinklers. Then calculate the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprin- klers. See the adjacent figures. Use the most demanding calculation. RIDGE 1 1 1 1 1 $ 1 1 / T A WALL OR MRM DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN WET SYSTEM SHOWN TFP6IO Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems: Calculate the most demanding five BB Sprinklers plus two SD Sprinklers. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two SD Sprinklers. See the adjacent figure. DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRIN- KLERS Wet Systems: Calculate the most demanding five SD Sprinklers. Dry Systems: Calculate the most demanding nine SD Sprinklers. See the adjacent figure. RIDGE I I I 1 2 1 1 1 1 1 1 I V V V V t v t t WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS Wet Systems: Calculate the most demanding five sprinklers. Dry Systems Calculate the most F demanding nine sprinklers with a maximum of seven to be SD Sprinklers. See the adjacent figure. FIGURE 20-A-6. HIP SPRIN- KLERS Wet Systems: Calculate the most demanding five sprinklers. See the adjacent figure. Dry Systems: Calculate the most demanding nine sprinklers. TFP6IO Page 20 of 28 FIGURE 20-B-1. SD SPRINKLERS AND AP 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 demanding seven AP Sprinklers. Use the most demanding calcula- tion. See the adjacent figure. £ IL I 1 1 1 1 UI $ II RIDGE :' -•--- -•-----•-----• . . . S I I V I I I TV t i WALLS OR DRAFT L.UtSIdIIN DRY SYSTEM SHOWN FIGURE 20-B-2. BB OR SD SPRINKLERS AND AP SPRIN- KLERS AT THE EAVES OR BE- YOND 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 the adjacent figures. . S S S • S S RIDGE DRY SYSTEM SHOWN ! II I • I •-•- -OBSTRU RIDGE III DRY SYSTEM SHOWN S • L_ au a a a a a DRY SYSTEM SHOWN ;TION AREA AREA 1 AREA 3 -j WITH AP WITH BB - WITH AP SPRINKLERS SPRINKLERS SPRINKLERS MINIMUM -. SEPARATION 15-0' (4,6 m) STAGGERED SPACING WHEN MORE THAN ONE ROW DRY SYSTEM SHOWN AREA AREA 1 AREA 3 WITH AP WITH BB&SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15-0 (4,6 m) '':';fr '-•- - TFP6IO Page 21 of 28 FIGURE 20-B-3. BB SPRINKLERS AND 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 Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. Dry Systems: Calculate the most demanding seven BB Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. FIGURE 20-B-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- KLERS, AND AP SPRINKLERS AT THE HIP Where the total number of AP Sprinklers at the hip is four or less: Wet Systems: Calculate the most de- manding five BB, SD, or HIP Sprin- klers 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,Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent 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. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers, for example, 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 demanding area up to 1950 ft2 (181 m2) having AP Sprinklers, for example, Area 2. Use the most demanding calculation. WALL OR DRAFT CURTAIN 1 •'L. RIDGE I/.. • I FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS AND AP SPRIN- KLERS INA DORMER, AT CROSS, AT HIP, OR AT AN ELL Where the quantity of AP Sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprinkler crite- ria, calculate the BB, SD, or HIP Sprin- kler demand as described in Part A-i through A-6 or Part B-i through 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 Sprinklers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. SF (4 AP NJKLERS R LESS) TFP6IO Page 22 of 28 FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS AND AP SPRIN- KLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems: Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i through A-6 or Part B-i through B-4. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. Dry Systems: Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i through A-6 or Part B-i through B-4. Then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. .'\ RIDGE . ••/ /• / WALL DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING , •0000•o,, DRY SYSTEM SHOWN SECOND CALCULATION TFP6IO Page 23 of 28 A L.urslMII'S Standard Spray Sprinklers. Use the DRY SYSTEM SHOWN most demanding calculation. See the adjacent figures. FIGURE 20-C-2. BB SPRINKLERS AND STANDARD SPRAY SPRIN- • • • OBSTRUCTION. KLERS BEYOND AN OBSTRUCTION Wet Systems: Calculate the most RIDGE 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 Standard Spray Sprinklers. See the adjacent DRY SYSTEM SHOWN figures. - FIRST CALCULATION FIGURE 20-C-1. SD SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS 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. Then calculate the most demanding seven FIGURE 20-C-3. BB SPRINKLERS AND 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 Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinkler types, as per NFPA 13. That is, area reduction for quick response and 30% increase for sloped ceilings. Use the most demanding calculation. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers. Then calculate the most demanding design area, including all sprinkler types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. Include all sprinkler types within this area. See the adjacent figure. Use the most demanding calculation. PIDGF 2535 SO F1, 235,5 SO LlETERS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. Fr. WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION 2535 SQ, F1, DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT TFP6IO Page 24 of 28 it FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- KLERS, AND 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 demanding nine BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers . Of the nine BB,SD, or HIP Sprinklers, calcu- late up to a maximum of seven BB Sprinklers. See the 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 demand- ing Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinklers, types, as per NFPA 13. That is, area reduction for quick response and 30% increase for sloped ceilings. Use the most demanding calculation. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. Of the nine BB,SD, or HIP Sprinklers, cal- culate up to a maximum of seven BB Sprinklers. See the adjacent upper fig- ure. Then calculate the most demand- ing design area, including all sprinkler types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. Include all sprinkler types within this area. See the adjacent figure. I DORMER I I BUILT ONTOP I I OFROOFOR I SHEATHING I RIDGE I FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS AND STANDARD SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i through A-6 or Part C-i through C-4, and then calcu- late the Standard Spray Sprinklers per NFPA 13. Use the most demanding cal- culation. See the adjacent figure. T V RIDGE ALL TFP6IO Page 25 of 28 FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS AND STANDARD SPRAY SPRINKLERS IN A DOR- MER, AT CROSS, AT HIP, OR ATAN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprin- kler criteria, calculate the Attic Sprin- kler demand as described in Part A-i through A-6 or Part B-i through B-4, plus up to two of the most demanding standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being included 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) STANDARD SPRAY SPRINKLERS - (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) I 100' (25,4 m) H (5Th) - 60' (15,2 m) (5Th) (10,2 Calculation 1 I 100' (25,4 m) (5Th) 60 (15,2 m) (5Th) (1O m) I I S I I I I Calculation 2 TFP6IO Page 26 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM (Refer to Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing 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 to prove 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 ceiling sprin- klers below the AP Sprinklers. For more information, see Page 6. I. 100'(25,4m) (5rn) 60 (15,2 m) (55 M) (1 Calculation I- 100' (25,4 m) H (5rn) 60 (15,2 m) (5Th) (10,2 m) ' • • S I S I S I I • Calculation 2 STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area, including all sprinklers types, per NFPA 13 (i.e., area reduction for quick response and 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 to prove the adequacy of the water supply. Where Standard Sprinklers are utilized, CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the ceiling sprinklers below the Standard Spray Sprinklers. A 25% reduction for 20 ft. ceiling. 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 1 TFP61O Page 27 of 28 MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-13-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most demanding 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 to prove the adequacy of the water supply. STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most demanding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area, including all sprinklers types, as per NFPA 13. That is, 30% increase for sloped ceilings and 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 to prove the adequacy of the water supply. I 100 (25,4 m) H (5rn) - 60' (15,2 m) (5 20, Th) :r\J___ (102m) S S $ 5 4 Calculation 1 100 (25,4 m) (5,lrn) - 60' (15,2 m) - (5,l rn) I c• . i•••• (12m) // • • • • I I I I I Calculation 2 12 12 100' (25,4 m) 60'(15,2 m) - (5,1 M) (10,2m) • • S I I • . • Calculation 1 I - 100'(25,4m) H (5rn) 60' (15,2 m) (5 20. Th) (10 2m) 4___• Calculation 2 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 TFP6IO Page 28 of 28 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright© 2017 Tyco Fire Products, LP. All rights reserved. t111:0TEFLON is a registered trademark of DuPont, MONEL is a registered trademark of Special metals Corporation Fire Protection Products BLAZEMASTER is a registered trademark of The Lubrizol Corporation