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HomeMy WebLinkAbout7823 RUSH ROSE DR; ; FPC2017-0091I IF :1 1I1IFi i.iiaTi (City of Carlsbad Print Date: 09/26/2024 Permit No: FPC2017-0091 Job Address: 7823 RUSH ROSE DR, CARLSBAD, CA 92009-6840 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Applied: 04/10/2017 Valuation: $0.00 Lot #: Issued: 04/27/2017 Occupancy Group: Project #: Finaled Close Out: 04/06/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Project Title: Description: LA COSTA GLEN BROOKSIDE -BLDG F -SPRINKLER INSTALLATION FPContractor: JOHNSON CONTROLS FIRE PROTECTION LP P0 BOX 3042 BOCA RATON, FL 33431-0942 (561) 341-7780 FEE AMOUNT FIRE NFPA 13 or 13R System > 100 heads $134.00 FIRE NFPA 13 or 13R System > 100 heads - $500.00 Total Fees: $634.00 Total Payments To Date: $634.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Print Date: 04/19/2017 Permit Permit No: FPC2017-0091 www.carlsbadca.gov Job Address: 7823 Rush Rose Dr Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel No: Lot #: Valuation: $0.00 Reference 4: Occupancy Group: Construction Type: 4 Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check 4: Plan Check 4: Project Title: Description: LA COSTA GLEN BROOKSIDE - BLDG F - SPRINKLER INSTALLATION Applicant- SIMPLEX GRINNELL LLP ROD MANNING 562-405-3834 Status: Applied: Issued: Finaled: Inspector: Approved - Ready to Issue 04/10/2017 Fire Prevention Contractor: SIMPLEX GRINNELL LP P0 Box 3042 Attn Licensing Boca Raton, FL 33431-0942 858-740-0100 FIRE NFPA 13 or 13R System > 100 heads $634.00 Total Fees: $634.00 Total Payments To Date: $0.00 Balance Due: $634.00 Job Number: 989880901 Jill og_____________ FI'C W t OO Report Description7 Light Hazard - !!L Job Number 989880901 Design Engineer ROD MANNING Job Nonro LA COSTA GLEN - BROOKSIDE - BLDG. F Phone 562-405-3834 FAX 562-405-3801 Address 1 StoteCertifioatior,lLicense Number 7823 RUSH ROSE DRIVE 986047 Address 2 CARLSBAD, CA 92008 AHJ CARLSBAD FIRE PREVENTION DISTRICT Address 3 Job Site/Building BUILDING "F" — .-'------- - . . .... Density 0.l00gpmlft2 Area of Application 4 Most Demanding Sprinkler Data Hose Streams 6.9 K-Factor 40.00 at 33.606 0.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 400.00ft2 4 System Pressure Demand System Flaw Demand 265.72 101.126 Total Demand 265.72 @ 101.126 Pressure Result +38.215 (27.4%) Ør Node Name Flow(ppm) Hose FIow(apm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(() Flow(cipm 21 1790.00 139.500 134.100 'LJ 150- I I Static Pressure 139.500 135- - I 1790.00 134.100 105 62@126 ——__ 90 EL 60- System demand curve 45 e.,,eee.se 15- 0— lijjlUIjIjJJJJ.LLUJJ.JJJJJ_'1J_LLLLJ.UI_j_I_jJJ_I_IJJIIIIIIIIIIlIIIIII M905014001750 2100 2450 2800 3150 3500 Water flow, gpm ©M.E.P.CAD, Inc. III AutoSPRINK8VR11 v1 1.0.39.0 - 3/23/2017 9:49:38AM Page 1 Job Number: 989880901 Rerort Description: Liaht Hazard Job Number Design Engineer 989880901 ROD MANNING Job Name: StataCertfrcation/Uceose Number LA COSTA GLEN - BROOKSIDE - BLDG. F 986047 Address I AHJ 7823 RUSH ROSE DRIVE CARLSBAD FIRE PREVENTION DISTRICT Address 2 Job Site/Building CARLSBAD,CA 92008 BUILDING "F" Address 3 Dnau,ing Name x-LaCostaBldgF2ndFIrRoofPipingPlan Most Demanding Sprinkler Data Occupancy Job Supple 6.9 K-Factor 40.00 at 33.606 LightHazard Hose Aulowance At Source Density Area of Application 0.00 0.100gpm/ft2 4 HEAP 4k-e-- Additional Hose Supplies - Number Of Spriniders Calculated Coverage Per Sprinkler Node Flow(pr)m) 4 400.00ft2 Hose At Node 18 100.00 Autopeak Results- Pressure For RamoteAtea(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hoseplhluwanca) 265.72 265.72 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 19.07 between nodes 4 and 3 Maximum Velocity Under Ground 3.14 between nodes 21 and 20 Valume capacity of Dry Pipes Volume capacity of War Pipes 1109.95gaI NOR " Hose Flow Static Residual Flow Available Total Demand Required Safety Margin © Node Name (gpm) (psi) (psi) (g m) (psi) (gpm) (psi) (psi) 21 139.500 134.100 I 1790.00 139.342 I 265.72 101.126 38.215 ---: - -- -: - - --.- Contracton Number Contact Name Contact uSe 989880901 - ROD MANNING LEAD DESIGNER Name of Contractor: Phone Extension SIMPLEXGRINNELL 562-405-3834 Address 1 . - - . FAX 12728 SHOEMAKER AVE. 562-405-3801 Address 2 E-mail SANTAFESPRINGS,CA90670 rmanning©simplexgrinnell.com Address 3 Web-Site ,©M.E.P.CAD, Inc. no AutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 9:49:41AM Page 2 Job Number: 989880901 Reoort Descriotion: Liaht Hazard Supply at Node 21 150— Static Pressure 139.500 135— iZ200@134.100 - -, 120- 105— 265.72 101 .126 90- Z I 75 60— System demand curve 45— 30— 15— L1II).LLl.I.i.1.1J.J.. iii ii i 1111111 I I till II I 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph Supply at Node 21 Static: Pressure 139.500 Residual: Pressure 134.100 @ 1790.00 Available Pressure at Time of Test 139.342 @265.72 System Demand 101.126 @265.72 System Demand (Including Hose Allowance at Source) 101.126 @265.72 &©M.E.P.CAD, Inc. AutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 9:49:43AM Page 3 Job Number: 989880901 Report Description: Light Hazard Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 18 100.00 100.00 0 96.216 i* Sprinkler 101 40.00 40.00 6.9 33.606 Sprinkler 102 40.60 40.00 6.9 34.619 Sprinkler 103 41.04 40.00 6.9 35.384 Sprinkler 104 1 44.08 1 40.00 6.9 40.807 cz> Most Demanding Sprinkler Data (,©M.E.P.CAD, Inc. JAutoSPRlNKVR11 v1 1.0.39.0 3/23/2017 9:49:45AM Page 4 Job Number: 989880901 Report Description: Light Hazard Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 46 12-10 T(6-0) 73.899 18 -17-11 Hose 96.216 100.00 21 -23-11 S 101.126 265.72 101 9-0 Spr(-33.606), fd(41'-O) 33.606 40.00 102 9-0 Spr(-34.619), fd(41-0) 34.619 40.60 103 9-0 Spr(-35.384), fd(41-0) 35.384 41.04 104 9-0 Spr(-40.807), fd(41-0) 40.807 44.08 1 12-10 T(5-0) 54.927 2 12-10 T(6-O) 56.223 3 12-10 T(5-0) 58.591 4 12-10 T(6-0) 63.184 5 10-0 P0(6-0) 66.999 6 10-0 P0(8-0) 67.061 7 10-0 P0(8-0) 67.253 8 10-0 P0(6-0) 67.757 9 11-0 E(3-0) 67.668 10 11-0 T(6-0) 74.257 11 10-0 P0(8-0) 74.900 12 10-0 fT(14'-10) 75.658 13 10-0 fE(5'-11) 77.991 14 -0-0 E(8-3) 83.663 15 -19-5 96.697 16 -23-11 E(22-1) 98.669 17 -23-11 E(18-2) 98.775 19 -17-11 E(14'-O) 98.275 20 -23-11 E(22-1) 100.930 22 12-10 T(5-0) 55.138 23 12-10 T(6-0) 56.185 24 12-10 T(6'-O) 66.498 25 12-10 T(6'-O) 73.364 26 10-0 P0(6-0) 74.776 1O PG( -0 74T8f 28 10-0 P0(8-0) 74.832 29 11-0 T(5-0) 65.765 30 11-0 T(6-0) 66.467 31 10-0 P0(6-0) 67.784 32 11-0 T(6-0) 67.970 33 11-0 T(6-0) 74.196 34 10-0 P0(6-0) 67.795 35 11-0 E(3'-O) 67.680 36 11-0 E(3-0) 74.029 37 10-0 P0(6-0) 67.793 38 11-0 E(3-0) 74.476 39 10-0 P0(6-0) 75.218 40 10-0 P0(8-0) 75.269 41 10-0 P0(6-0) 75.304 42 12-10 T(6'-O) 73.716 43 10-0 P0(6-0) 75.211 44 11-0 T(6'-O) 74.659 45 1 1-0 1(6-0) 66.996 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 vll.0.39.0 3/23/2017 9:49:47AM Page 5 ta1t Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Length Eq. Length Length Pressure Summary Friction Loss --JTotal Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream ao ..... Route I ......________________ BL 1.0490 40.00 14.85 120 0.469124 1-0 Pt 22.983 101 1 9-0 12-10 40.00 6.9 33.606 54.927 Sprinkler, E(2'-O), T(5'-O), fd(41'-0) 48-0 49-0 Pe -1.662 Pv BL 1.3800 40.00 8.58 120 0.123382 4-6 Pf 1.295 1 2 12-10 12-10 54.927 56.223 T(6'-O) 6-0 10-6 Pe Pv BL 2 3 1.3800 12-10 12-10 47.87 7.87 10.27 120 56.223 58.591 0.172010 Flow (q) from Route 16 2EE(1'-0) 11-9 2-0 13-9 Pf Pe Pv 2.369 BL 1.3800 88.91 19.07 120 0.540799 2-6 Pt 4.593 3 4 12-10 12-10 41.04 58.591 63.184 Flow (q) from Route 3 T(6'-O) 6-0 8-6 Pe Pv RN 1.3800 63.82 13.69 120 0.292844 2-10 Pt 2.587 4 5 12-10 10-0 63.184 66.999 PO(6'-O) 6-0 8-10 Pe Pv 1.228 CM 2.6350 63.82 3.75 120 0.012550 4-11% Pt 0.062 5 6 10-0 10,-0 66.999 67.061 4111/2 Pe -0.000 Pv CM 2.6350 84.96 5.00 120 0.021306 9-0 Pt 0.192 6 7 10-0 101-0 21.14 67.061 67.253 Flow (q) from Route 9-0 Pe Pv CM 2.6350 62.76 3.69 120 0.012166 29-7 Pf 0.503 7 8 10-0 101-0 67.253 67.757 2fE(5'-11) 11-9% 41-4% Pe Pv RN 1.3800 24.36 5.23 120 0.049293 1-0 Pt 0.345 8 9 101-0 111-0 67.757 67.668 P0(6-U) 6-0 7-0 Pe Pv -0.434 BL 1.3800 24.36 5.23 120 0.049293 124-8 Pf 6.589 9 10 111-0 111-0 67.668 74.257 E(3'-O) T(6'-U) 9-0 133-8 Pe Pv RN 1.6100 24.36 3.84 120 0.023268 1,-0 Pt 0.209 10 ii 11-0 101-0 74.257 74.900 P0(8-0) 8-0 9-0 Pe Pv 0.434 CM 2.6350 86.91 5.11 120 0.022219 28'-2% Pt 0.758 11 12 101-0 10'-0 62.55 74.900 75658 __...__fE(5:1.1) Flow (q) from Route 2 5-11 Pe CM 2.6350 165.72 9.75 120 0.073332 2070 Pt 2.332 12 13 10-0 10-0 78.81 75.658 77.991 Flow (q) from Route 2fE(5'-11) 11-9% 31-91/2 Pe Pv FR 2.6350 165.72 9.75 120 0.073332 10-0 Pt 1.337 13 14 10-0 -01-0 77.991 83.663 E(8-3) 8'-3 18-3 Pe Pv 4.335 CM 2.6350 165.72 9.75 120 0.073332 38-4 Pf 4.622 14 15 -01-0 -19-5 83.663 96.697 3E(8'-3) 24'-8% 63-0% Pe Pv 8.411 UG 6.2800 165.72 1.72 140 0.000803 4'-6 Pt 0.021 15 16 -19,-5 -23-11 96.697 98.669 E(22'-l) 22-1 26-7 Pe Pv 1.951 UG 5.8800 165.72 1.96 150 0.000974 68-3% Pf 0.106 16 17 -23-11 -23-11 98.669 98.775 2EE(9'-l), PIV(3'-101/2), E(18'-2) 40-3 108-6% Pe Pv UG 6.2800 165.72 1.72 140 0.000803 6-0 Pt 0.043 17 18 -23-11 -17-11 98.775 96.216 C(47'-31/2) 47-3% 53-31/2 Pe Pv -2.601 FM 6.0650 265.72 2.95 120 0.003030 5-5 Pf 2.059 18 19 -17-11 -17-11 100.00 96.216 98.275 Hose BFP(-2.000), E(14'-O) 14-0 19-5 Pe Pv UG 6.2800 265.72 2.75 140 0.001923 6-0 Pt 0.054 19 20 -17-11 -23-11 98.275 100.930 E(22'-l) 22-1 28-1 Pe Pv 2.601 UG 5.8800 265.72 3.14 150 0.002332 32-3 Pt 0.196 20 21 -23-11 -23-11 100.930 101.126 EE(9'-l), GV(3'-101/2), S, T(38'-1 1%) 51-111/2 84-21/2 Pe Pv 0.00 Hose Allowance At Source 21 265.72 DY 1.0490 40.60 15.07 120 0.482188 0,-U Pt 22.181 102 22 91-0 12-10 40.60 6.9 34.619 55.138 Sprinkler, T(5'-O), fd(41'-U) 46-0 46-0 Pe -1.662 Pv (,©M.E.P.CAD, Inc. III AutoSPRlNK®VR11 v1 1.0.39.0 3123/2U1( 9:4:49#klVl Page Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary ___ Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.3800 40.60 8.71 120 0.126818 2-3 6-0 8-3 Pf Pe Pv 1.047 22 12-10 55.138 23 12-10 56.185 T(6'-O) BL 1.3800 32.73 7.02 120 0.085125 8111/2 40-0 i211h/2 Pf Pe Pv 10.313 0.000 23 12-10 56.185 24 12-10 66.498 7EE(1'-0), 5E(3'-O), 3T(6'-O) BL 1.3800 23.87 5.12 120 0.047490 127-7 17-0 144-7 Pt 6.866 Pe -0.000 Pv 24 12-10 66.498 T(6'-O) 25 12-10 73.364 2EE(1'-O), E(3'-O), T(6-0) RN 1.3800 15.30 3.28 120 0.020843 2-10 6-0 8-10 Pt Pe Pv 0.184 1.228 25 12-10 73.364 26 10-0 74.776 P0(6-0) CM 2.6350 15.30 0.90 120 0.000893 5-3 5-3 Pf Pe Pv 0.005 26 101-0 74.776 27 10-0 74.781 CM 2.6350 38.63 2.27 120 0.004959 10-3 10-3 Pf Pe Pv 0.051 27 10-0 23.34 74.781 Flow (q) from Route 8 28 101-0 74.832 CM 2.6350 62.55 3.68 120 0.012092 5-7% 5-7%Pv P1 Pe 0.068 28 10-0 23.92 74.832 Flow (q) from Route 7 11 10-0 74.900 ••••• Route 3 BL 1.0490 41.04 15.24 120 0.492031 4-61/2 P1 24.869 103 3 9-0 12-10 41.04 6.9 35.384 58.591 Sprinkler, T(5'-O), fd(41'-0) 46-0 50-6% Pe -1.662 Pv ab ..... Route 4 ..... DY 1.0490 44.08 16.36 120 0.561406 0-0 P1 25.825 104 29 9-0 111-0 44.08 6.9 40.807 65.765 Sprinkler, T(5'-O), fd(41'-0) 46-0 46-0 Pe -0.867 Pv BL 1.6100 44.08 6.95 120 0.069697 2-1 P1 0.702 29 30 11-0 11-0 65.765 66.467 T(8'-O) 8-0 10-1 Pe Pv RN 1.6100 21.14 3.33 120 0.017897 1-0 Pt 0.161 30 6 11-0 10-0 66.467 67.061 P0(8-0) 8-0 9-0 Pe Pv 0.434 =. ..... Route 5 ..... BL 1.3800 8.58 1.84 120 0.007147 52-10 P1 0.535 25 46 12-10 12'-10 73.364 73.899 T(6'-O) 4EE(1'-0), 2E(3-0), T(6'-O) 22-0 74-10 Pe Pv RN 1.3800 14.97 3.21 120 0.020033 2-10 Pt 0.177 46 41 12-10 10-0 6.40 73.899 75.304 Flow (q) from Route 17 P0(6-0) 6-0 8-10 Pe Pv 1.228 CM 2.6350 78.81 4.64 120 0.018541 4-3 P1 0.354 41 12 101-0 101-0 63.84 75.304 75.658 Flow (q) from Route 6 fl(14'-lO) 14-10 19,-1 Pe Pv Route RN 1.3800 18.70 4.01 120 0.030212 2-10 Pt 0.267 42 43 12-10 101-0 25.09 73.716 75.211 Flow (q)from Route 15 P0(6-0) 6-0 8-10 Pe Pv 1.228 CM 2.6350 18.70 1.10 120 0.001295 5-5 P1 0.007 43 39 101-0 101-0 75.211 75.218 5-5 Pe Pv CM 2.6350 41.64 2.45 120 0.005695 9-0 Pt 0.051 39 40 10-0 101-0 22.94 75.218 75.269 Flow (q) from Route 10 9-0 Pe Pv CM 2.6350 63.84 3.76 120 0.012556 2-91/2 Pf 0.035 40 41 101-0 ia'-o 22.20 75.269 75.304 Flow (q) from Route 11 2-9% Pe Pv = Route 7 CM 2.6350 38.40 2.26 120 0.004903 5-7% P1 0.028 8 31 ia'-o 10-0 67.757 67.784 . 5-7% Pe Pv RN 1.3800 23.92 5.13 120 0.047644 1,-0 P1 0.619 31 32 10-0 111-0 67.784 67.970 P0(6-0) T(6'-a) 12-0 13-0 Pe -0.434 Pv BL 1.3800 23.92 5.13 120 0.047644 124-8 P1 6.226 32 33 . 111-0 111-0 67.970 74.196 T(6'O) - . 6-0 130-8 Pe Pv RN 1.6100 23.92 3.77 120 0.022490 . 1-0 Pt 0.202 33 28 11-0 10-0 74.196 74.832 P0(8-0) 8,-0 9-0 Pe 1 Pv 0.434 Route 8••• f,©M.E.P.CAD, Inc. NJ AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 9:49:49AM Page 7 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Total Length CM 2.6350 14.48 0.85 120 0.000807 13-0 Pf Pe 0.010 31 10-0 67.784 34 10-0 67.795 13-0 Pv RN 1.3800 23.34 5.01 120 0.045536 1-0 Pt 0.319 34 10-0 8.85 67.795 P0(6-0), Flow (q) from Route 9 6-0 Pe -0.434 35 11-0 67.680 7-0 Pv BL 1.3800 23.34 5.01 120 0.045536 127-5 12-0 Pt Pe 6.349 35 11-0 67.680 E(3'-0) 36 11-0 74.029 3E(3'-O) 139-5 Pv RN 1.3800 23.34 5.01 120 0.045536 1-0 6-0 Pf Pe 0.319 0.434 36 11-0 74.029 27 10-0 74.781 P0(6-0) 7-0 Pv ab ..... Route 9 ..... RN 1.3800 8.85 1.90 120 0.007581 2-10 6-0 Pf Pe 0.067 1.228 24 12-10 66.498 37 101-0 67.793 P0(6-0) 8-10 Pv CM 2.6350 8.85 0.52 120 0.000325 591/2 Pf 0.002 37 10-0 67.793 Pe -0.000 34 10-0 67.795 5-91/2 1 Pv __ Route lO ..... RN 1.3800 22.94 4.92 120 0.044108 1-0 Pt 0.309 38 11-0 22.94 74.476 Flow (q) from Route 14 6-0 Pe 0.434 39 10-0 75.218 P0(6-0) 7-0 Pv .Route 11 RN 1.6100 22.20 3.50 120 0.019598 1-0 Pf 0.176 44 11-0 22.20 74.659 Flow (q) from Route 12 8-0 Pe 0.434 40 10-0 75.269 P0(8-0) 9-0 Pv Route 12 BL 1.3800 22.20 4.76 120 0.041519 172-7 Pt 7.663 45 11-0 22.20 66.996 T(6-0), Flow (q) from Route 13 12-0 Pe 44 11-0 74.659 T(6'-O) 184-7 Pv =Route 13 RN 1.6100 22.20 3.50 120 0.019598 1-0 Pt 0.176 7 10-0 67.253 P0(8-0) 8-0 Pe -0.434 45 11-0 66.996 9-0 Pv =. ..... Route 14 - BL 1.3800 22.94 4.92 120 0.044108 172-7 Pf 8.009 30 111-0 66.467 T(6'-O) 9-0 Pe 38 11-0 74.476 E(3'-0) 181-7 Pv Route 15 BL 1.3800 25.09 5.38 120 0.052069 0.052069 180-3 Pt 10.532 4 12-10 63.184 T(6-0) 22-0 Pe 42 12-10 73.716 2E(3-0), 4EE(1'-O), T(6'-O) 202-3 Pv = Route 16 BL 1.3800 7.87 1.69 120 0.006095 4-2% Pt 0.038 23 12-10 56.185 2-0 Pe 2 12-10 56.223 2EE(1'-O) 6-2% Pv Route 17 BL 1.3800 6.40 1.37 120 0.004153 28-1 Pf 0.183 42 12-10 25.09 73.716 T(6'-O), Flow (q) from Route 15 16-0 Pe 46 12-10 73.899 4EE(1-0), T(6-0) 44-1 Pv 1 ( Actual Inside Diameter \487 - Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter j - Factor Multiplying Factor 0.713 1.16 1.33 1.51 ,©M.E.P.CAD, Inc. jj1AutoSPRINK@VR11 01.0.39.0 3I3r01I :49:4RM vageo Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underqround I 1J3 Report Job Number: 989880901 Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Lenath oiuingsegeno ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22Y2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In -P2----Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z CaD ,©M.E.P.CAD, Inc. AutoSPRlNK® VRI I vii .0.39.0 3/23/2017 9:49:49AM Page 9 ~01 Iff jWKQjri-1.1QLe1iji Job Number: 989880901 Report Description: Liqht Hazard -:c --• - ."- 90F -,r Job Number 989880901 Design Engineer ROD MANNING Job Neme Phone FAX LA COSTA GLEN - BROOKSIDE - BLDG. F 562-405-3834 562-405-3801 Address 1 State Certif,cetiorrluoense Number 7823 RUSH ROSE DRIVE 986047 Address 2 CARLSBAD, CA 92008 AHJ CARLSBAD FIRE PREVENTION DISTRICT Address 3 Job SitelBuilding BUILDING "F" — MOT. 1A4a,1, *2 - --.- Density 0.loogpm/1t2 Area of Applicabon 4 ke,&p.eAia. Most Demanding Sprinkler Data Rose Streams 6.9 K-Factor 40.00 at 33.606 0.00 Coverage Per Sprinkler 400.00ft2 Number Of Sprinlders Calculated 4 - System Pressure Demand 104.127 System Flow Demand 267.04 Total Demand 267.04 @ 104.127 Pressure Result +35.213 (25.3%) I Node Name Flow(oom) Hose FIow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(cpm) 21 1790.00 139.500 134.100 150_ji I I I Static Pressure 139.500 I 1790.00 134.100 135 F17 120 105 104.127_ L1 Ftu 33cuue.I 90 60 45 30 System demand curve 15- - 0- IIIIJ.JJ.LIII.I.Il.LJ.I.i.I.LJJ.I.L.l.LJ..LJ.I.L.J.IIIIIIIIIIIIIIIIIIIIfIIIIII - 2100 2450 2800 3150 3500 Water flow, gpm 1 J ©M.E.P.CAD, Inc. §1 AutoSPRINK8VR11 v1 1.0.39.0 3/23/2017 10:13:51AM Page 1 N Job Number: 989880901 ReDort Descriotion: Liaht Hazard r Job Number Design Engineer 989880901 ROD MANNING Job Name: StateCertiticationitJcense Number LA COSTA GLEN - BROOKSIDE - BLDG. F 986047 Address 1 7823 RUSH ROSE DRIVE AHJ CARLSBAD FIRE PREVENTION DISTRICT Address 2 Job Site/Building CARLSBAD, CA 92008 BUILDING 'F" Address 3 Drardng Name x-LaCostaBldgF2ndFIrRoofPipingPIan : Most Demanding Sprinkler Data Occupancy Job Suffix 6.9 K-Factor 40.00 at 33.606 Light Hazard Hose Allowance At Source Density Area of Application 0.00 0.l00gpm/ft2 4 6i.4, Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(cipm) 4 400.00ft2 AutoPeab Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 18 100.00 Total Hose Streams 100.00 System Flow Demand Total Water Required (including Hosedilowance) 267.04 267.04 Maximum Pressure Unbalance In Loops 0.000 Maxim Velocity Above Ground 16.99 between nodes 50 and 204 Maximum Velocity Under Ground 3.16 between nodes 21 and 20 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1109.95ga1 1iI Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) '-' (gpm) (psi) (psi) 21 139.500 134.100 1790.00 139.340 267.04 104.127 35.213 MEMO Contractor Number Contact Name Contact rifle 989880901 ROD MANNING LEAD DESIGNER Name of Contractor: Phone Extension SIMPLEXGRINNELL 562-405-3834 Address 1 FAX 12728 SHOEMAKER AVE. 562-405-3801 . Address 2 E-mail SANTA FE SPRINGS, CA 90670 rmanningsimpIexgrinnell.com Address 3 Web-Site ,©M.E.P.CAD, Inc. jigAutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 10:13:54AM Page 2 Job Number: 989880901 Reoort Description: Liaht Hazard Supply at Node 21 150— Static Pressure 139.500 135— 134.100 - 120--- 105-267.04@ 104127— go- CL w - 75 60— (ste demand curve- 45___ 30— o-.Ill liii I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - 50 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph Supply at Node 21 Static: Pressure 139.500 Residual: Pressure 134.100@1790.00 Available Ptessute at rime of Test 139.340 @ 267,04 System Demand 104.127 @ 267.04 System Demand (Including Ffose Allowance at Source) 104.127 @ 267.04 , © M.E.P.CAD, Inc. all AutoSPRINK® VR1 1 vii .0.39.0 3/23/2017 10:13:57AM Page 3 qrnmamt J Job Number: 989880901 Report Description: Light Hazard Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 18 100.00 100.00 0 99.214 Sprinkler 201 40.00 40.00 6.9 33.606 Sprinkler 202 40.44 40.00 6.9 34.350 Sprinkler 203 40.84 40.00 6.9 35.031 Sprinkler 204 1 45.76 40.00 6.9 43.980 r Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. J AutoSPRINK® VR1 1 vii .0.39.0 3/23/2017 10:13:58AM Page 4 OR I '. SlE Job Number: 989880901 Report Description: Light Hazard Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 18 -17-11 Hose 99.214 100.00 21 -23-11 S 104.127 267.04 201 9-0 Spr(-33.606), fd(41-0) 33.606 40.00 202 9-0 Spr(-34.350), fd(41-0) 34.350 40.44 203 8-0 Spr(-35.031), fd(41'-O) 35.031 40.84 204 9-0 Spr(-43.980), fd(41'-0) 43.980 45.76 4 12-10 1(6-0) 72.122 5 10-0 PO(6-0) 73.282 6 10-0 P0(8-0) 73.280 7 10-0 P0(8-c) 73.258 8 10-0 P0(6-0) 73.004 9 11-0 E(3-0) 72.787 10 11-0 T(6'-O) 76.911 11 10,-0 fQ8'-0) 77.476 12 10-0 fT(14-10) 78.531 13 10-0 fE(5'-l1) 80.898 14 -0,-0 E(8-3) 86.591 15 -19-5 99.692 16 -23-11 E(22'-l) 101.665 17 -23-11 E(18-2) 101.772 19 -17-11 E(14-0) 101.274 20 -23-11 E(22'-l) 103.929 24 12-10 T(6'-O) 71.327 25 12-10 T(6'-O) 75.835 26 10-0 P0(6-0) 77.213 27 10,-0 P0(6-0) 77.216 28 10-0 P0(8-0) 77.355 30 11,-c 1(6-0) 72.956 31 10-0 P0(6-0) 72.937 32 11-0 T(6-0) 72.891 33 11,-c T(6'-O) 76.795 POOf - 72 682F 35 11,-c (T-0) 69.915 36 11-0 E(3'-O) 75.339 37 10-0 P0(6-0) 72.680 38 11-0 E(3-0) 77.633 39 10-0 P0(6-0) 78.246 40 10,-0 P0(8-0) 78.276 41 10-0 P0(6-0) 78.297 42 12-10 1(6-0) 76.862 43 10-0 P0(6-0) 78.242 44 11-0 1(6-0) 77.732 45 11-0 T(6-0) 72.935 46 12-10 T(6-0) 76.893 47 11-0 T(5-0) 57.011 48 11-0 T(5'-O) 56.968 49 11,-c 1(5-0) 57.646 50 12-10 T(5'-O) 69.995 ,©M.E.P.CAD, Inc. jfi AutoSPRINK®VR11 vlLO.39.0 3/23/2017 10:14:00AM Page 5 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Route BL 1.0490 40.00 14.85 120 0.469124 3-9 Pt 24.271 201 47 9-0 11-0 40.00 6.9 33.606 57.011 Sprinkler, E(2'-O), T(5'-O), fd(41'-0) 48-0 51-9 Pe -0.867 Pv BL 47 36 1.3800 11-0 11-0 52.80 12.80 11.33 120 57.011 75.339 0.206231 Flow (q) from Route 2 3E(3-0) 7910h/2 9,-0 88-101/2 Pf 18.329 Pe Pv RN 1.3800 52.80 11.33 120 0.206231 1-0 Pf 1.44T- 36 27 11-0 10-0 75.339 77.216 P0(6-0) 6-0 7-0 Pe 0.434 Pv CM 2.6350 66.46 3.91 120 0.013527 10-3 Pf 0.139 27 28 10-0 10-0 13.66 77.216 77.355 Flow (q) from Route 4 10-3 Pe Pv CM 2.6350 85.04 5.00 120 0.021345 5-71/2 Pf 0.120 28 11 101-0 10-0 18.58 77.355 77.476 Flow (q) from Route 15 5-7% Pe Pv CM 2.6350 103.95 6.12 120 0.030946 28-2% Pt 1.056 11 12 101-0 10-0 18.91 77.476 78.531 Flow (q) from Route 3 fE(5-11) 5-11 34-1% Pe Pv CM 2.6350 167.04 9.83 120 0.074415 20-0 Pf 2.367 12 13 10-0 10-0 63.08 78.531 80.898 Flow (q) from Route 5 2fE(5-11) 11-9% 31-9% Pe Pv FR 2.6350 167.04 9.83 120 0.074415 10-0 Pf 1.357 13 14 10-0 -0-0 80.898 86.591 E(8'-3) 8-3 18-3 Pe 4.335 Pv CM 2.6350 167.04 9.83 120 0.074415 38-4 Pf 4.690 14 15 -0,-0 -19-5 86.591 99.692 3E(8'-3) 24-8% 63-0% Pe 8.411 Pv UG 6.2800 167.04 1.73 140 0.000815 4-6 Pt 0.022 15 16 -19-5 -23-11 99.692 101.665 E(22A) 22-1 26-7 Pe 1.951 Pv UG 5.8800 167.04 1.97 150 0.000988 68-3% Pt 0.107 16 17 -23-11 -23-11 101.665 101.772 2EE(9-1), PIV(3-101/2), E(18'-2) 40-3 108-6% Pe Pv UG 6.2800 167.04 1.73 140 0.000815 6-0 P1 0.043 17 18 -23-11 i7':1T - 101.772 99T2T4 C(47'31/2) 47-3% Pe -2.601 FM 6.0650 267.04 2.97 120 0.003058 5-5 P1 2.059 18 19 -17-11 -17-11 100.00 99.214 101 .274 Hose BFP(-2.000), E(14'-O) 14-0 19-5 Pe Pv UG 6.2800 267.04 2.77 140 0.001940 6-0 P1 0.054 19 20 -17-11 -23-11 101.274 103.929 E(22-1) 22-1 28-1 Pe 2.601 Pv UG 5.8800 267.04 3.16 150 0.002353 32'-3 P1 0.198 20 21 -23-11 -23-11 103.929 104.127 EE(9'-l), GV(3'-lO%), S, T(38'-111/2) 51-11% 84-2% Pe Pv 0.00 Hose Allowance At Source 21 267.04 •• Route 2 BL 1.0490 40.44 15.01 120 0.478720 1'-01/2 P1 23.484 202 48 9-0 11-0 40.44 6.9 34.350 56.968 Sprinkler, E(2-0), T(5-0), fd(41-0) - 48-0 49-01/2 Pe -0.867 Pv BL 1.3800 12.80 2.75 120 0.014995 2-101/2 P1 0.043 48 47 11-0 11-0 56.968 57.011 2-10% Pe Pv Route 3 BL 1.0490 40.84 15.16 120 0.487493 1-01/2 P1 23.915 203 49 8-0 111-0 40.84 6.9 35.031 57.646 Sprinkler, E(2'-0),T(5-0),fd(41'-0) 48-0 49-0% Pe -1.301 Pv BL 1.3800 68.48 14.69 120 0.333578 33-9% P1 12.270 49 35 111-0 11-0 27.64 57.646 69.915 Flow (q) from Route 17 E(3'-O) 3-0 36-9% Pe Pv RN 1.3800 68.48 14.69 120 0.333578 1-0 P1 2.335 35 34 11-0 10-0 69.915 72.684 PO(6'-O) 6-0 7-0 Pe 0.434 Pv CM 2.6350 80.87 4.76 120 0.019445 13-0 P1 0.253 34 31 101-0 10-0 12.39 72.684 72.937 Flow (q) from Route 9 13-0 Pe Pv CM 2.6350 62.28 3.66 120 0.011996 5-7% Pt 0.068 31 8 101-0 10-0 72.937 73.004 5-71/2 Pe 1 Pv 0 M.E.P.CAD, Inc. AutoSPRINK® VR1 I 01 .0.39.0 312312U1 I 1 U:14:UZAIVI I-'age 0 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.3800 18.91 4.06 120 0.030854 1-0 Pt 0.216 8 9 10-0 11-0 73.004 72.787 P0(6-0) 6-0 7-0 Pe -0.434 Pv BL 1.3800 18.91 4.06 120 0.030854 124-8 Pt 4.124 9 10 11-0 11-0 72.787 76.911 E(3-0) T(6'-O) 9-0 133-8 Pe Pv RN 1.6100 18.91 2.98 120 0.014564 1-0 Pt 0.131 10 11 11-0 10-0 76.911 77.476 P0(8-0) 8-0 9-0 Pe Pv 0.434 =. ..... Route 4 - DY 1.0490 45.76 16.99 120 0.601672 0-0 Pt 27.677 204 50 9-0 12'-10 45.76 6.9 43.980 69.995 Sprinkler, T(5'-O), fd(41'-0) 46-0 46-0 Pe -1.662 Pv BL 1.3800 26.06 5.59 120 0.055856 93-6% Pt 5.840 50 25 12-10 12-10 69.995 75.835 2EE(i'-O), E(3'-O), T(6'-0) 11-0 10461/2 Pe Pv RN 1.3800 13.66 2.93 120 0.016904 2-10 Pt 0.149 25 26 12-10 10-0 75.835 77.213 P0(6-0) 6-0 8-10 Pe Pv 1.228 CM 2.6350 13.66 0.80 120 0.000724 5-3 Pf 0.004 26 27 10-0 10-0 77.213 77.216 5-3 Pe Pv Route ..... BL 1.3800 12.40 2.66 120 0.014140 52-10 Pt 1.058 25 46 12-10 12-10 75.835 76.893 T(6'-O) 4EE(1'-O), 2E(3'-O), T(6'-O) 22-0 74-10 Pe Pv RN 1.3800 14.89 3.19 120 0.019819 2-10 Pt 0.175 46 41 12-10 10-0 2.48 76.893 78.297 Flow (q) from Route 19 PO(6'-O) 6-0 8-10 Pe Pv 1.228 CM 2.6350 63.08 3.71 120 0.012283 4-3 Pt 0.235 41 12 10-0 10-0 48.20 78.297 78.531 Flow (q) from Route fT(14'-10) 14-10 19,-1 Pe IPV Route ..... RN 13800 13.81 2.96 120 0.017258 2-10 Pt 0.152 42 43 12-10 10-0 16.30 76.862 78.242 Flow (q) from Route 7 P0(6-0) 6-0 8-10 Pe Pv 1.228 CM 2.6350 13.81 0.81 120 0.000740 5-5 Pt 0.004 43 39 10-0 101-0 78.242 78.246 5-5 Pe Pv CM 2.6350 30.96 1.82 120 0.003293 9,-0 Pt 0.030 39 40 101-0 10-0 17.15 78.246 78.276 Flow (q) from Route 10 9-0 Pe Pv CM 2.6350 48.20 2.84 120 0.007466 2-91/2 Pt 0.021 40 41 10-0 101-0 17.23 78.276 78.297 Flow (q) from Route 11 2-9% Pe Pv = Route 7 CM 2.6350 43.37 2.55 120 0.006142 29'-7 Pt 0.254 8 7 101-0 10-0 73.004 73.258 2fE(5'-l1) 11-9% 41-4% Pe Pv CM 2.6350 26.14 1.54 120 0.002407 9-0 Pt 0.022 7 6 101-0 101-0 73.258 73.280 9,-0 Pe Pv CM 2.6350 8.99 0.53 120 0.000334 4-11% Pf 0.002 6 5 101-0 10-0 73.280 73.282 4-11% Pe Pv 0.000 RN 1.3800 8.99 1.93 120 0.007794 2-10 Pt 0.069 5 4 101-0 12-10 73.282 .72.122 PO(6'-U) 6-0 8-10 Pe -1.228 Pv BL 1.3800 16.30 3.50 120 0.023432 180-3 Pt 4.739 4 42 12-10 12-10 7.31 72.122 76.862 T(6'-O), Flow (q) from Route 8 2E(3'-O), 4EE(1'-O), T(6'-O) 22-0 202-3 Pe Pv =. ..... Route 8 ..... BL 1.3800 7.31 1.57 120 0.005314 99-7 Pt 0.795 24 4 12-10 12-10 19.70 71.327 72.122 T(6'-O), Flow (q) from Route 18 I1EE(1'-O), 5E(3'-O), 3T(6'-O) 50-0 149-7 Pe -0.000 Pv Go ..... Route 9 ..... RN 1.3800 12.39 2.66 120 0.014111 2-10 Pf 0.125 24 37 12-10 101-0 19.70 71.327 72.680 Flow (q) from Route 18 P0(6-U) ' 6-0 8-10 Pe Pv 1.228 CM 2.6350 12.39 0.73 120 0.000605 5-9% Pf 0.004 37 34 10,-0 101-0 72.680 72.684 5-91/2 Pe -0.000 Pv -Route 10 ..... ,©M.E.P.CAD, Inc. ffi AutoSPRlNKVR11 v1 1.0.39.0 3/23/2017 10:14:02AM Page 7 I1 [ th&iysis ii Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary ___ Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream RN 1.3800 17.15 3.68 120 0.025756 1-0 6-0 7-0 Pf Pe Pv 0.180 0.434 38 11-0 17.15 77.633 Flow (q) from Route 14 39 10-0 78.246 P0(6-U) ___Route 11 ..... RN 1.6100 17.23 2.72 120 0.012267 1,-0 8-0 9-0 Pf Pe Pv 0.110 0.434 44 11-0 17.23 77.732 Flow (q) from Route 12 40 10-0 78.276 P0(8-0) __Route 12 ..... BL 1.3800 17.23 3.70 120 0.025989 172-7 12-0 184-7 Pf Pe Pv 4.797 45 111-0 17.23 72.935 T(6'-U), Flow (q)from Route 13 44 11-0 77.732 T(6'-O) =. ..... Route 13 ..... RN 1.6100 17.23 2.72 120 0.012267 1,-U Pt 0.110 7 45 101-0 111-0 73.258 72.935 P0(8-U) 8-0 91-0 Pe -0.434 Pv Route 14 RN 1.6100 17.15 2.70 120 0.012158 1,-0 Pt 0.109 6 30 101-0 111-0 73.280 72.956 P0(8-U) . 8-0 9-0 Pe -0.434 Pv BL 1.3800 17.15 3.68 120 0.025756 172-7 Pt 4.677 30 38 111-0 111-0 72.956 77.633 T(6'-U) E(3'-O) 9,-0 181-7 Pe Pv .Route 15 RN 1.6100 18.58 2.93 120 0.014100 1,-U Pf 0.127 33 28 111-0 101-0 18.58 76.795 77.355 Flow (q) from Route 16 P0(8-0) . 8-0 9,-0 Pe Pv 0.434 - Route 16 RN 1.3800 18.58 3.99 120 0.029871 1-0 Pf 0.388 31 32 101-0 111-0 72.937 72.891 P0(6-U) T(6'-O) 12-0 13-0 Pe Pv -0.434 BL 1.3800 18.58 3.99 120 0.029871 124-8 Pt 3.903 32 33 111-0 111-0 72.891 76.795 T(6'-U) 6-0 130-8 Pe Pv .Route 17 ..... BL 1.3800 27.64 5.93 120 0.062262 10-101/2 Pf 0.678 49 111-0 57.646 Ee 10-101/2 1 Pv Route 18 BL 1.3800 19.70 4.22 120 0.033271 34-01/2 Pt 1.332 50 24 12-10 12-10 69.995 71 .327 T(6'-O) 6-0 40-0% Pe Pv 0.000 Route 19 ..... BL 1.3800 2.48 0.53 120 0.000721 28-1 Pf 0.032 42 46 12-10 12-10 16.30 76.862 76.893 T(6'-U), Flow (q) from Route 7 4EE(1'-0), T(6'-U) 16-0 44-1 Pe Pv ( Actual Inside Diameter \4.87 - Schedule 40 Steel Pipe Inside Diameter / - Factor Value Of C lOU 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 © M.E.P.CAD, Inc. AutoSPRlNK® VRI 1 01 .0.39.0 3/23/2011 I U:14:UAM vage o Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream ___________________________ Total Length i _____________________________ - jsT*1 r rewc MR c3 lam ALV Alarm Valve AO Arm-Over Diameter Inch BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot -C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11Y4° Elbow Ee2 22Y2° Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow - fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In PIV -P2---Pump Out Post Indicating Valve P0 Pipe Outlet - PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° - Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. jj1AutoSPRINK@VRll vii .0.39.0 3/23/2017 10:14:02AM Page 9 Report Description: Light Hazard 5J1 b Job Number 989880901 Design Engineer ROD MANNING Job Name LA COSTA GLEN - BROOKSIDE - BLDG. F Phone 562-405-3834 FdJ( 562-405-3801 Address 1 State CertrficationlljcenseNumber 7823 RUSH ROSE DRIVE 986047 Address 2 CARLSBAD, CA 92008 AHJ CARLSBAD FIRE PREVENTION DISTRICT Address 3 Job Siteisuilding BUILDING "F" REM'°7E AgA~3 i = Density 2.t' P r(z eRit Area of Applicedon 9 Most Demanding Sprinkler Data 4.2K-Factor 25.00 at 35.431 Hose Streams 0.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 100.00ft2 5 System Pressure Demand System Flaw Demand 262.13 122.190 Total Demand 262.13 @ 122.190 Pressure Result +17.155(12.3%) w-.- - ,- Node Name FIow(crnm) Hose Flow(gDm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(aom) 21 1790.00 139.500 134.100 ppJy gt p4 1QQ 150- I I Static Pressure 139.500 135- '1790.00 120- 262.13@ 122.1 90 22.190 / 105- 90-- 0 -- 75 System demand curve Cn 60 11111111 _ 4k 45 15- 0- •:iiiii• •iiii.ii: 1•i.tii.i.Li' I.IIIIILI.J lJ_jjJ_l 1111111 I III 11111 3150 -AV90501400 1750 2100 2450 2800 3500 Water flow, gpm ,©M.E.P.CAD, Inc. is AutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 10:29:44AM Page 1 Jq- Job Number: 989880901 Report Description: Light Hazard Jab Number 989880901 Design Engineer ROD MANNING Job Name State Certirlcationflloense Number LA COSTA GLEN — BROOKSIDE — BLDG. F 986047 Address 1 7823 RUSH ROSE DRIVE AHJ CARLSBAD FIRE PREVENTION DISTRICT Address 2 Job Site/Building CARLSBAD, CA 92008 BUILDING "F" Address 3 Draucing Name x-LaCostaBIdgF2ndFIrRoofPiPiflgPIan Most Demanthng Spencer Data 4.2 K-Factor 25.00 at 35.431 Occupancy Job Suffix Light Hazard Hose Alowance At Source Density Z6e' Area or Application M'*-, ' 0.00 Additional Hose Supplies Number Ot Spdnlders Calculated Coverage Per Spcnlder Node FIow(pm) 5 100.00ff2 AuroPeuk Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 18 100.00 Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Allowance) 262.13 262.13 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 26.33 between nodes 52 and 303 Maximum Velocity Under Ground 3.10 between nodes 21 and 20 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1109.95ga1 SupfiN s.duov.a._J. -- Hose Flow Static Residual ,_ Flow Available ,-. Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) '— (gpm) (psi) (psi) 4139.346 21 1 139.500 134.100 1790.00 1 262.13 122.190 17.155 m----- ---.-neses ,—---- cm - Conlractarbomber 989880901 ConlactName ContactTitle ROD MANNING LEAD DESIGNER NameotCoerractor SIMPLEXGRINNELL Phone 562-405-3834 Ealension Address 1 12728 SHOEMAKER AVE. FAX - 562-405-3801 Address 2 SANTA FE SPRINGS, CA 90670 E-mail rmanningsimpIexgrinneIl.com Address 3 Wab-Site ©M.E.P.CAD, Inc. III AutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 10:29:48AM Page 2 Job Number: 989880901 Recort Descriotion: Liaht Hazard Supply at Node 21 150— St ;Pressure 139.500 135— 134i00 -_ J62.1 3 122.190 120 • 105-- Cr, CL LO System demand curve 75— 0 60— 45 - ___ - _____ ______ _______ ________ 30— 0....iiiJ..I.I1.1.1.1.1..1.1..1..11111111111111 11)111111 111111111 111)11111 111111111 111111111 0350 700 1400 1750 2100 2450 2800 3150 3500 Water 190w, gpm Hydraulic Graph Supply at Node 21 Static: Pressure 139.500 Residual: Pressure 134.I00@I790.00 Available Pressure at lime of Test 139.346 @ 262.13 System Demand 122.190 @262.13 System Demand (including Hose ytlomance at Source) 122.190 @262.13 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 vi 1.0.39.0 3/23/2017 10:29:50AM Page 3 NEW, 91 ml-iw ME, i", iies!-Iltlfttl,~~ i—I Job Number: 989880901 Report Description: Light Hazard Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 18 100.00 100.00 0 117.288 Sprinkler 301 25.00 25.00 4.2 35.431 Sprinkler 302 35.82 25.00 5.6 40.914 Sprinkler 303 36.70 25.00 5.6 42.950 Sprinkler 304 25.22 25.00 4.2 36.053 Sprinkler 305 39.39 25.00 5.6 49.470 c Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. 1.1AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 10:29:52AM Page 4 Job Number: 989880901 Report Description: Liqht Hazard Node Elevation(Foot) Fittings Pressure(psi) IDischarge(gpm) 18 -17-11 Hose 117.288 100.00 21 -23-11 S 122.190 262.13 301 14-10 Spr(-35.431) 35.431 25.00 302 12-10 Spr(-40.914) 40.914 35.82 303 12-10 Spr(-42.950) 42.950 36.70 304 14-10 Spr(-36.053) 36.053 25.22 305 12-10 Spr(-49.470) 49.470 39.39 4 12-10 T(6'-O) 91.228 5 10-0 P0(6-0) 94.409 6 10-0 P0(8-0) 94.456 __________ 7 10-0 P0(8-0) 94.515 8 10-0 P0(6-0) 94.685 9 11-0 E(3-0) 94.351 10 11-0 T(6-0) 96.254 11 10-0 P0(8-0) 96.747 12 10-0 fT(14-10) 97.066 13 10-0 fE(5-11) 99.306 14 -0-0 E(8-3) 104.925 15 -19-5 117.775 16 -23-11 E(22-1) 119.746 17 -23-11 E(18-2) 119.848 19 -17-11 E(14-0) 119.345 20 -23-11 E(22'-l) 121.999 24 12-10 T(6'-O) 93.471 25 12-10 T(6'-O) 95.201 26 10-0 P0(6-0) 96.677 27 10-0 P0(6-0) 96.684 28 10-0 P0(8-0) 96.715 30 11-0 T(6-0) 94.061 31 10-0 P0(6-0) 94.696 32 11-0 T(6-0) 94.440 -- 3-3- 11-0 T0Y 34 10-0 P0(6-0) 94.701 35 11-0 E(3-0) 94.358 36 11-0 E(3'-O) 96.160 37 10-0 P0(6-0) 94.701 38 11-0 E(3-0) 95.717 39 10-0 P0(6-0) 96.215 40 10-0 P0(8-0) 96.373 41 10-0 P0(6-0) 96.434 42 12-10 T(6-0) 92.103 43 10-0 P0(6-0) 96.141 44 11-0 T(6-0) 95.899 45 11-0 T(6'-O) 94.122 46 12-10 T(6-0) 94.871 51 14-10 T(5-0) 37.325 52 12-10 T(6-0) 49.253 ?©M.E.P.CAD, Inc. If AutoSPRINKQD vll.0.39.0 3/23/2017 10:29:53AM Page 5 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream -.Route I ..... BL 1.0490 25.00 9.28 120 0.196637 471/2 Pf 1.894 301 51 14-10 14-10 25.00 4.2 35.431 37.325 Sprinkler, T(5'-O) 5-0 971/2 Pe Pv BL 1.3800 50.22 10.77 120 0.187949 7-6 Pf 2.722 51 302 14-10 12-10 25.22 37.325 40.914 Flow (q) from Route 2 T(6-0), EE(1'-U) 7-0 14-6 Pe Pv 0.867 BL 1.3800 86.04 18.46 120 0.508890 4-0 Pf 2.036 302 303 12-10 12-10 35.82 5.6 40.914 42.950 Sprinkler 4-0 Pe Pv BL 1.3800 122.74 26.33 120 0.981879 0-5 N 6.303 303 52 12-10 12-10 36.70 5:6 42.950 49.253 Sprinkler, T(6-0) 6-0 6-5 Pe Pv BL 1.3800 94.50 20.27 120 0.605368 60-9% Pf 42.850 52 42 12-10 12-10 49.253 92.103 EE(1-0), E(3'-O), T(6'-O) 10,-0 70-9% Pe Pv RN 1.3800 66.74 14.32 120 0.318131 2-10 Pf 2.810 42 43 12-10 10-0 92.103 96.141 P0(6-U) 6-0 8-10 Pe Pv 1.228 CM 2.6350 66.74 3.93 120 0.013634 5-5 Pf 0.074 43 39 10-0 10-0 96.141 96.215 5-5 Pe Pv CM 2.6350 76.53 4.50 120 0.017561 9-0 N 0.158 39 40 101-0 101-0 9.79 96.215 96.373 Flow (q) from Route 9 9-0 Pe Pv CM 2.6350 86.61 5.10 120 0.022075 2-9% N 0.061 40 41 10-0 10-0 10.07 96.373 96.434 Flow (q) from Route 10 2-9% Pe Pv CM 2.6350 107.75 6.34 120 0.033071 4-3 N 0.631 41 12 101-0 10-0 21.15 96.434 97.066 Flow (q) from Route 16 fT(14-10) 14-10 19-1 Pe Pv CM 2.6350 162.13 9.54 120 0.070418 20-0 Pf 2.240 12 13 10-0 101-0 54.37 97.066 99.306 Flow (q) from Route 3 2fE(5'-11) 11-9% 31-9% Pe Pv FR 2.6350 162.13 9.54 120 0.070418 10,-0 Pf 1.284 13 - 14 10-0 0'O ------104.-925-E(8'--3)--- 99.306 _______________ 8-3 183Pv Pe 4.335 CM 2.6350 162.13 9.54 120 0.070418 38'-4 Pt 4.438 14 15 -0,-0 -19'-5 104.925 117.775 3E(8'-3) 24-8% 63-0% Pe Pv 8.411 UG 6.2800 162.13 1.68 140 0.000771 4-6 N 0.020 15 16 -19-5 -23-11 117.775 119.746 E(22'-l) 22-1 26-7 Pe Pv 1.951 UG 5.8800 162.13 1.92 150 0.000935 68-3% Pt 0.101 16 17 -23-11 -23-11 119.746 119.848 2EE(9-1), PIV(3'-101/2), E(18'-2) 40-3 108-61/2 Pe Pv UG 6.2800 162.13 1.68 140 0.000771 6-0 Pt 0.041 17 18 -23-11 -17-11 119.848 117.288 C(47'-31/2) 47-3% 53-3% Pe Pv -2.601 FM 6.0650 262.13 2.91 120 0.002955 5-5 N 2.057 18 19 -17-11 -17-11 100.00 117.288 119.345 Hose BFP(-2.000), E(14'-O) 14-0 19-5 Pe Pv UG 6.2800 262.13 2.72 140 0.001875 6-0 N 0.053 19 20 -17-11 -23-11 119.345 121.999 E(22-1) 22-1 28-1 Pe Pv 2.601 UG 5.8800 262.13 3.10 150 0.002274 32'-3 N 0.191 20 21 -23-11 -23-11 121.999 122.190 - EE(9'-l), GV(3'-101/2), 5, T(38'-111/2) 51-111/2 84-2% Pe Pv 0.00 Hose Allowance At Source 21 262.13 - Route 2•• BL 1.0490 25.22 9.36 120 0.199829 1-41/2 Pt 1.272 304 51 14-10 14-10 25.22 4.2 36.053 37.325 Sprinkler, T(5'-O) 5-0 64h/2 Pe Pv Route 3 ..... BL . 1.3800 67.62 14.51 120 0.325925 117-11/2 N 41.757 305 4 12-10 12-10 28.24 5.6 49.470 91.228 Sprinkler,, Flow (q) from Route 14 2EE(1'-U), E(3'-O), T(6-0). 11-0 128-1% Pe Pv ,©M.E.P.CAD, Inc. r 11 AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 10:29:55AM Page 6 Job Number: 989880901 Report Description: Light Hazarc Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.3800 54.82 11.76 120 0.221056 2-10 Pf 1.953 4 5 12-10 10-0 91.228 94.409 P0(6-0) 6-0 8-10 Pe 1.228 Pv CM 2.6350 54.82 3.23 120 0.009474 4-11% Pf 0.047 5 6 10-0 10-0 94.409 94.456 4-11% Pe -0.000 Pv CM 2.6350 45.03 2.65 120 0.006584 9-0 Pf 0.059 6 7 10-0 10-0 94.456 94.515 9-0 Pe Pv CM 2.6350 34.96 2.06 120 0.004122 29-7 Pf 0.171 7 8 10-0 10-0 94.515 94.685 2fE(5-11) 11-9% 41-4% Pe Pv RN 1.3800 12.44 2.67 120 0.014229 1-0 Pf 0.100 8 9 10-0 11-0 94.685 94.351 P0(6-0) 6-0 7-0 Pe -0.434 Pv BL 1.3800 12.44 2.67 120 0.014229 124-8 Pf 1.902 9 10 11-0 11-0 94.351 96.254 E(3-0) 1(6-0) 9-0 133-8 Pe Pv RN 1.6100 12.44 1.96 120 0.006717 1-0 Pf 0.060 10 11 11-0 10-0 96.254 96.747 P0(8-0) 8-0 9-0 Pe 0.434 Pv CM 2.6350 54.37 3.20 120 0.009331 2821/2 Pt 0.318 11 12 10-0 10-0 41.93 96.747 97.066 Flow (q) from Route 4 fE(5-11) 5-11 34-1% Pe Pv = Route 4 RN 1.3800 17.95 3.85 120 0.028013 2-10 Pf 0.247 25 26 12-10 10-0 11.34 95.201 96.677 Flow (q) from Route 7 P0(6-0) 6-0 8-10 Pe 1.228 Pv CM 2.6350 17.95 1.06 120 0.001201 5-3 Pf 0.006 26 27 10-0 10-0 96.677 96.684 5-3 Pe Pv CM 2.6350 29.76 1.75 120 0.003060 10-3 Pf 0.031 27 28 10-0 10-0 11.81 96.684 96.715 Flow (q) from Route 6 10-3 Pe Pv CM 2.6350 41.93 2.47 120 0.005769 5-7% Pt 0.033 28 10-0 12.17 - 96.715 Flow(q) from Route 5-71i2Pv Pe 96747 .Route 5- ---- CM 2.6350 22.52 1.32 120 0.001826 5-7% Pf 0.010 8 31 10-0 10-0 94.685 94.696 5-71/2 Pe Pv RN 1.3800 12.17 2.61 120 0.013651 1-0 Pf 0.177 31 32 10-0 11-0 94.696 94.440 P0(6-0) T(6-0) 12-0 13-0 Pe -0.434 Pv BL 1.3800 12.17 2.61 120 0.013651 124-8 Pf 1.784 32 33 11-0 11-0 94.440 96.223 T(6-0) 6-0 130-8 Pe Pv RN 1.6100 12.17 1.92 120 0.006444 1-0 Pt 0.058 33 28 11-0 10-0 96.223 96.715 P0(8-0) 8-0 9-0 Pe 0.434 Pv Route 6 ..... CM 2.6350 10.35 0.61 120 0.000433 13-0 Pf 0.006 31 34 10-0 10-0 94.696 94.701 13-0 Pe Pv RN 1.3800 11.81 2.53 120 0.012920 1-0 Pt 0.090 34 35 10-0 11-0 1.47 94.701 94.358 P0(6-0), Flow (q) from Route 6-0 7-0 Pe -0.434 Pv BL 1.3800 11.81 2.53 120 0.012920 127-5 Pf 1.801 35 36 11-0 11-0 94.358 96.160 E(3'-O) 3E(3-0) 12-0 139-5 Pe Pv RN 1.3800 11.81 2.53 120 0.012920 1-0 Pt 0.090 36 27 11-0 10-0 96.160 96.684 P0(6-0) 6-0 7-0 Pe 0.434 Pv as 7 BL 1.3800 11.34 2.43 120 0.011972 127-7 Pf 1.731 24 25 12-10 12-10 12.80 93.471 95.201 T(6-0), Flow (q) from Route 15 2EE(1'-O) E(3'-O), 1(6-0) 17-0 144-7 Pe -0.000 Pv =.......Route 8 ----- RN 1.3800 1.47 0.31 120 . 0.000272. 2-10 Pt 0.002 24 37 12-10 10-0 12.80 93.471 94.701 Flow (q) from Route 15 P0(6-0) 6-0 8-10 Pe 1.228 Pv ,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 10:29:55AM Page 7 ii fleA Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pin Fittings Upstream CM 2.6350 1.47 0.09 120 0.000012 59h/2 5-9% Pf 0.000 Pe -0.000 Pv 37 10,-0 94.701 34 10-0 94.701 =. ..... Route 9 ..... RN 1.3800 9.79 2.10 120 0.009124 1-0 Pf 0.064 38 39 11-0 10-0 9.79 95.717 96.215 Flow (q) from Route 13 P0(6-0) 6-0 7-0 Pe Pv 0.434 =. ..... Route 10 ..... RN 1.6100 10.07 1.59 120 0.004543 1-0 Pf 0.041 44 40 1 111-0 10-0 10.07 95.899 96.373 Flow (q) from Route 11 P0(8-0) 8-0 9-0 Pe Pv 0.434 Route 11 BL 1.3800 10.07 2.16 120 0.009624 172-7 Pf 1.776 45 44 111-0 111-0 10.07 94.122 95.899 T(6'-O), Flow (q)from Route 12 T(6'-0) 12-0 184-7 Pe Pv ao ..... Route 12 ..... RN 1.6100 10.07 1.59 120 0.004543 1,-0 Pf 0.041 7 45 101-0 111-0 94.515 94.122 P0(8-0) 8-0 9'-U Pe -0.434 Pv ..... Route 13 ..... RN 1.6100 9.79 1.54 120 0.004307 1,-0 Pf 0.039 6 30 101-0 111-0 94.456 94.061 P0(8-U) 8-0 9'-0 Pe -0.434 Pv BL 1.3800 9.79 2.10 120 0.009124 172-7 Pt 1.657 30 38 111-0 111-0 94.061 95.717 T(6 -0) E(3'-0) 9-0 181-7 Pe Pv ao .Route 14 ..... BL 1.3800 28.24 6.06 120 0.064775 2-4% Pf 0.218 52 305 12-10 12-10 49.253 49.470 EE(1'-0) 1,-0 3-4% Pe Pv -.Route 15 ..... BL 1.3800 12.80 2.75 120 0.014992 99-7 1 Pf 2.243 4 24 12-10 12-10 91.228 93.471 T(6'-0) 11EE(1'-0), 5E(3'-U), 3T(6'-U) 50-U 149-7 Pe Pv 0.000 Go .Route 16 ..... .RN 1.3800-21.1.5-4.54----120 - . . 0..037945. -. _.2'10. PL0335__. 46 41 12-10 10-0 27.76 94.871 96.434 Flow (q) from Route 18 P0(6-U) 6-0 8-10 Pe Pv 1.228 =. ..... Route 17 ..... BL 1.3800 6.61 1.42 120 0.004417 52-10 Pf 0.331 46 25 12-10 12-10 27.76 94.871 95.201 T(6'-O), Flow (q) from Route 18 2E(3'-0), 4EE(1'-U), T(6'-0) 22-0 74-10 Pe Pv oo ..... Route 18 ..... BL 1.3800 27.76 5.95 120 0.062769 28-1 Pt 2.768 42 46 12-10 12-10 92.103 94.871 T(6'-U) 4EE(1'-U), 1(6-0) 16-U 44-1 Pe Pv entPi ad onIiI ( Actual Inside Diameter 487 ,. Schedule 40 Steel Pipe Inside Diameter -Factor eMulfierl Value Of lUO 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. J1AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 10:29:55AM Page 8 111 Report Job Number: 989880901 Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length iypn ... AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11W Elbow Ee2 22%' Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Glbbe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In —P2----Pump Out -- PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. NjjAutoSPRINK@VRll vll.0.39.0 3/23/2017 10:29:55AM Page 9 Job Number: 989880901 Report Description: Light Hazard :. Job Noose 80 9898901 Design Engineer ROD MANNING Job Name LA COSTA GLEN - BROOKSIDE - BLDG. F Phone 562-405-3834 FAX 562-405-3801 Address 1 State CerSticaSonflJcenso Number 7823 RUSH ROSE DRIVE 986047 Address 2 CARLSBAD, CA 92008 MJ CARLSBAD FIRE PREVENTION DISTRICT Address 3 Job Site/Building BUILDING F — t r4 Density Area of Application 0.l00gpm/ft2 1500.00ft2 (Actual 1547.19ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 0.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130.00ft2 16 System Pressure Demand System Flow Demand 68.772 385.47 Total Demand 385.47 @68.772 Pressure Result +70.413 (50.6%) * Identifier Pressure(nsi) K-Factor(K) Flow(oom) Node Name Flow(ppm) Hose Flow(aom) Static(psi) Residual(psi) 21 1790.00 139.500 134.100 150- I Static Pressure 139.500 135- I 1790.00 @ 134.100 120- - - - — 105 - 90- .— - I - '1385.47@68772 60 45 System --man --mand cury 30 .15 0' 3150 oq05 4001750 2100 2450 2800 3500 Water fl0Wr gpm *©M.E.P.CADr Inc. AutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 10:46:38AM Page 1 Job Number: 989880901 Renort Descriotion: Liaht Hazard 7 -:y Job Number Design Engineer 989880901 ROD MANNING Job Name- State CerthtcwgonlUcense Number LA COSTA GLEN - BROOKSIDE - BLDG. F 986047 Address I 7823 RUSH ROSE DRIVE Al-U CARLSBAD FIRE PREVENTION DISTRICT Address 2 Job gitelguilding CARLSBAD, CA 92008 BUILDING "F' Address 3 Drawing Name x-LaCostaBIdgF2ndFIrRoofPipingPIan : -i.iTJ Occupancy Job Suffix Most Demanding Sprinlder Data 5.6 K-Factor 14.82 at 7.000 - Light Hazard Hose Allowance At Source 0.00 Density 0.l00gpm/ft2 Area of Application 1500.00ft2 (Actual 1547.19ft2) Additional Hose Supplies Number Of Sp,iclders Calculated Coverage Per Sprinkler Node Flow(oom) 16 130.00ft2 AutoPeak Results: Pressure For RemoteArea(s) AdjacentTo Most Remote Area Hose At Node 18 100.00 Left: 68.579 Right: 62.533 Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Allowance) 385.47 385.47 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.80 between nodes 13 and 12 Maximum Velocity Under Ground 4.55 between nodes 21 and 20 Volume capacity otWel Pipe' Volume capacity at Dry Pipes - 1109.95ga1 - - - - - - Hose Flow Static Residual ,-.. Flow Available , Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) '-' (gpm) (psi) '- (gpm) (psi) (psi) 21 139.50 i 134.100 1790.00 139.185 I 385.47 68.772 70.413 Contractor Number 989880901 Contact Name Contact floe ROD MANNING LEAD DESIGNER Name of Contractor: Phone Extension SIMPLEXGRINNELL 562-405-3834 Address I FAX .. - .- . . ... 12728 SHOEMAKER AVE. 562-405-3801 Address 2 E-mail SANTA FE SPRINGS, CA 90670 rmanningsimplexgrinnell.com Address 3 Web-Site ,©M.E.P.CAD, Inc. no AutoSPRlNKVR11 v1 1.0.39.0 3/23/2017 10:46:41AM Page Job Number: 989880901 Reoort Descriotion: Liaht Hazard uaL, Supply at Node 21 -Static Pressure 139.500 135— -_ 00134.100- - 120- 10 90 - (0 CL I 75 in 385.47 @ 68.772 CL 60- 45 System demand curve 30- - 15— ?350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph Supply at Node 21 Static: Pressure 139.500 Residual: Pressure 134.100@ 1790.00 Availae Pressure at Time of Test 139.185 @ 385.47 System Demand 68.772 @ 385.47 System Demand (Including Hose Allowance at Source) 68.772 @ 385.47 1 j©M.E.P.CADr Inc. AutoSPRINK®VR11 v1 1.0.39.0 3I23I2U1I 10:415:43/kM vagei OR I Job Number: 989880901 Report Description: Light Hazard Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 18 100.00 100.00 0 63.555 1* Sprinkler 401 14.82 14.82 5.6 7.000 Sprinkler 402 14.90 14.82 5.6 7.080 Sprinkler 403 15.39 14.82 5.6 7.551 Sprinkler 404 16.57 14.82 5.6 8.756 Sprinkler 405 14.85 14.82 5.6 7.032 Sprinkler 406 15.24 14.82 5.6 7.406 Sprinkler 407 18.05 14.82 5.6 10.394 Sprinkler 408 18.17 14.82 5.6 10.529 Sprinkler 409 18.90 14.82 5.6 11.396 Sprinkler 410 18.12 14.82 5.6 10.470 Sprinkler 411 19.21 14.82 5.6 11.770 Sprinkler 412 19.38 14.82 5.6 11.974 Sprinkler 413 20.24 14.82 5.6 13.067 Sprinkler 414 19.25 14.82 5.6 11.821 Sprinkler 415 21.06 14.82 5.6 14.137 Sprinkler 416 21.31 1 14.82 5.6 14.480 4 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. ] AutoSPRINK® VR1 1 vii .0.39.0 3/23/2017 10:46:45AM Page 4 Job Number: 989880901 ReDort Description: Liciht Hazard Node Elevation(Foot) Fillings Pressure(psi) Discharge(gpm) 18 -17-11 Hose 63.555 100.00 21 -23-11 S 68.772 385.47 401 11-0 Spr(-7.000) 7.000 14.82 402 11-0 Spr(-7.080) 7.080 14.90 403 11-0 Spr(-7.551) 7.551 15.39 404 11-0 Spr(-8.756) 8.756 16.57 405 11-0 Spr(-7.032) 7.032 14.85 406. 11.-0 Spr(-7.406) 7.406 15.24 407 11.-a Spr(-10.394) 10.394 18.05 408 11-0 Spr(-10.529) 10.529 18.17 409 11,-c Spr(-11.396) 11.396 18.90 410 11-0 Spr(-10.470) 10.470 18.12 411 11-0 Spr(-11.770) 11.770 19.21 412 11.-c Spr(-11.974) 11.974 19.38 413 11-0 Spr(-13.067) 13.067 20.24 414 11,-a Spr(-11.821) 11.821 19.25 415 11.-a Spr(-14.137) 14.137 21.06 416 11-0 Spr(-14.480) 14.480 21.31 4 . 12-10 T(6'-O) 13.810 5 10-0 P0(6-0) 14.395 6 10-0 P0(8-0) 14.380 7 10-0 P0(8-U) 14.379 8 10-0 P0(6-0) 14.518 9 11-0 E(3'-a) 13.713 10 11-0 T(6'-O) 25.104 11 10.-0 P0(8-U) 26.412 12 10,-0 fT(14'-la) 28.317 13 10-0 fE(5'-l1) 34.696 14 -0-0 E(8'-3) 42.689 15 . -19-5 63.741 16 -23-11 E(22'-l) . 65.751 19 . -17-11 E(14'-O) 65.672 20 -23-11 E(22'-l) 68.381 24 12-10 T(6'-a) 14.015 25 12-10 T(6'-O) 24.713 26 10-0 P0(6-0) 26.193 27 10,-0 P0(6-0) 26.199 28 10-0 P0(8-0) 26.277 30 11-0 T(6'-U) 13.716 31 10-0 P0(6-U) 14.574 32 11-a T(6'-O) 14.140 33 11-0 T(6'-U) 25.280 34 lU-U P0(6-U) 14.708 35 11,-a E(3'-O) 14.799 36 11-0 E(3'-O) 25.242 37 10-0 P0(6-0) 14.723 38 11-0 E(3'-U) 25.394 39 la-a P0(6-0) 27.019 40 10-0 P0(8-0) 27.142 41 10-0 P0(6-0) 27.259 42 12-10 T(6'-U) 25.503 43 10,-0 P0(6-0) 27.012 44 11-0 T(6'-O) 25.729 45 11,-a T(6'-O) . 13.521 46 12-10 T(6'-U) 25.7411 1,©M.E.P.CAD, Inc. P. JAutoSPRlNK®VR11 vll.0.39.0 3/23/2017 10:46:47AM Page 5 IITz1 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary -.Routel BL 1.3800 9.21 1.98 120 0.008154 9-9 Pt 0.080 401 402 11-0 111-0 14.82 5.6 7.000 7.080 Sprinkler 9-9 Pe Pv BL 1.3800 24.11 5.17 120 0.048366 9-9 Pf 0.472 402 403 11-0 11-0 14.90 5.6 7.080 7.551 Sprinkler 9-9 Pe Pv BL 1.3800 39.50 8.47 120 0.120540 10-0 Pf 1.205 403 404 11-0 11-0 15.39 5.6 7.551 8.756 Sprinkler 10-0 Pe Pv BL 1.3800 56.07 12.03 120 0.230462 67-8 Pf 16.973 404 44 111-0 11-0 16.57 5.6 8.756 25.729 Sprinkler, T(6'-O) 6-0 73-8 Pe Pv RN 1.6100 56.07 8.84 120 0.108785 1-0 Pt 0.979 44 40 11-0 10-0 25.729 27.142 P0(8-0) 8-0 9-0 Pe Pv 0.434 CM 2.6350 122.86 7.23 120 0.042154 2-9% Pf 0.117 40 41 10-0 10-0 66.79 27.142 27.259 Flow (q) from Route 3 2-91/2 Pe Pv CM 2.6350 142.43 8.38 120 0.055410 4-3 Pt 1.058 41 12 10-0 10-0 19.57 27.259 28.317 Flow (q) from Route 9 fT(14-10) 14-10 19,-1 Pe Pv CM 2.6350 285.47 16.80 120 0.200554 20-0 Pt 6.379 12 13 10-0 101-0 143.04 28.317 34.696 Flow (q) from Route 2 2fE(5-11) 11-9% 31-9% Pe Pv FR 2.6350 285.47 16.80 120 0.200554 10-0 Pf 3.658 13 14 10-0 -0-0 34.696 42.689 E(8'-3) 8'-3 18-3 Pe Pv 4.335 CM 2.6350 285.47 16.80 120 0.200554 38-4 Pf 12.641 14 15 -0-0 -19-5 42.689 63.741 3E(8-3) 24-8% 63-0% Pe Pv 8.411 UG 6.2800 285.47 2.96 140 0.002195 4-6 Pf 0.058 15 16 -19-5 -23-11 63.741 65.751 E(22-1) 22-1 26-7 Pe Pv 1.951 UG 5.8800 285.47 3.37 150 0.002662 68-3% Pt 0.289 16 i7 -23-11 -23'i1 - 65.751 66040 2EE(9'1)PlV(3'10%)E(18'-2) 40-3 108-6WPv Pe UG 6.2800 285.47 2.96 140 0.002195 6-0 Pt 0.117 17 18 -23-11 -17-11 66.040 63.555 C(47'-3%) 47-3% 53-3% Pe -2.601 Pv FM 6.0650 385.47 4.28 120 0.006030 5-5 Pt 2.117 18 19 -17-11 -17-11 100.00 63.555 65.672 Hose BFP(-2.000), E(14'-O) 14-0 19-5 Pe Pv UG 6.2800 385.47 3.99 140 0.003827 6-0 Pt 0.107 19 20 -17-11 -23-11 65.672 68.381 E(22'-l) 22-1 28-1 Pe Pv 2.601 UG 5.8800 385.47 4.55 150 0.004641 32-3 Pt 0.391 20 21 -23-11 -23-11 68.381 68.772 EE(9'-l), GV(3-101/2), 5, T(38'-11%) 51-111/2 84-2% Pe Pv 0.00 Hose Allowance At Source 21 385.47 - Route 2 ..... BL 1.3800 5.61 1.20 120 0.003254 9-9 Pt 0.032 401 405 11-0 11-0 14.82 5.6 7.000 7.032 Sprinkler 9-9 Pe Pv BL 1.3800 20.46 4.39 120 0.035680 10-6 Pf 0.375 405 406 11-0 11-0 14.85 5.6 7.032 7.406 Sprinkler 10-6 Pe Pv BL 1.3800 35.70 7.66 120 0.099948 55-2 Pt 6.114 406 45 11-0 111-0 15.24 5.6 7.406 13.521 Sprinkler, T(6'-O) 6-0 61-2 Pe Pv RN 1.6100 35.70 5.63 120 0.047178 1-0 Pt 0.425 45 7 11-0 10-0 13.521 14.379 P0(8-a) 8-0 9-0 Pe Pv 0.434 CM 2.6350 31.28 1.84 120 0.003356 29-7 Pt 0.139 7 8 101-0 10-0 14.379 14.518 2fE(5'-l1) 11-9% 4141/2 Pe Pv CM 2.6350 56.62 3.33 120 0.010056 5-71/2 Pt 0.057 8 31 10-0 10-0 25.33 14.518 14.574 Flow (q) from Route 5-7% Pe Pv ,©M.E.P.CAD, Inc. RJR AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 10:46:49AM Page 6 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream CM 31 34 2.6350 10-0 10-0 57.36 0.74 3.37 120 14.574 14.708 0.010302 Flow (q) from Route 8 13-0 13-0 Pf 0.134 Pe Pv CM 2.6350 26.82 1.58 120 0.002525 591/2 5-9% Pf 0.015 Pe 0.000 Pv 34 10-0 14.708 37 10-0 14.723 RN 1.3800 26.82 5.75 120 0.058907 2-10 6-0 8-10 Pt 0.520 Pe -1.228 Pv 37 10-0 14.723 P0(6-0) 24 12-10 14.015 BL 24 25 1.3800 12-10 12-10 30.34 3.52 6.51 120 14.015 24.713 0.073987 T(6'-O), Flow (q) from Route 2EE(1'-O), E(3'-O), T(6'-O) 127-7 17-0 144-7 Pt 10.697 Pe -0.000 Pv RN 1.3800 18.13 3.89 120 0.028539 2-10 6-0 8-10 Pt 0.252 Pe 1.228 Pv 25 12-10 24.713 26 10-0 26.193 PO(6'-O) CM 2.6350 18.13 1.07 120 0.001223 5-3 5-3 Pt 0.006 Pe Pv 26 10-0 26.193 27 10-0 26.199 CM 27 28 2.6350 10-0 10-0 48.67 30.54 2.86 120 26.199 26.277 0.007601 Flow (q) from Route 11 10-3 10-3 Pt 0.078 Pe Pv CM 2.6350 90.29 5.31 120 0.023845 5-7% 5'-7% Pf 0.135 Pe Pv 28 10-0 41.62 26.277 Flow (q) from Route 7 11 10-0 26.412 CM 2.6350 143.04 8.42 120 0.055855 28-2% 5-11 34-1% Pf 1.906 Pe Pv 11 10-0 52.75 26.412 Flow (q) from Route 5 12 10-0 28.317 fE(5'-11) __ Route 3 BL 1.3800 10.52 2.26 120 0.010419 13-0 Pt 0.135 407 408 11-0 11-0 18.05 5.6 10.394 10.529 Sprinkler 13-0 Pe Pv BL 1.3800 28.69 6.15 120 0.066705 13-0 RI 0.867 408 409 11-0 11-0 18.17 5.6 10.529 11.396 Sprinkler 13-0 Pe Pv BL 1.3800 47.59 10.21 120 0.170167 79-3 Pf 13.998 409 38 11-0 i-i':o 18.90 5.6 11.396 25394 Sprinkler, E(3':0) 3-0 82'3 Pe Pv RN 1.3800 47.59 10.21 120 0.170167 1,-U Pf 1.191 38 39 11,-0 10-0 25.394 27.019 P0(6-U) 6-0 7-0 Pe 0.434 Pv CM 2.6350 66.79 3.93 120 0.013649 9,-0 Pt 0.123 39 40 10-0 101-0 19.19 27.019 27.142 Flow (q) from Route 10 9,-U Pe Pv =. ..... Route 4 ..... BL 1.3800 7.54 1.62 120 0.005629 13-6 Pt 0.076 407 410 111-0 11,-0 18.05 5.6 10.394 10.470 Sprinkler 13-6 Pe Pv BL 1.3800 25.66 5.50 120 0.054265 53-9% Pf 3.246 410 30 111-0 11-0 18.12 5.6 10.470 13.716 Sprinkler, T(6'-O) 6-0 59-9% Pe Pv RN 1.6100 25.66 4.04 120 0.025615 1,-0 Pf 0.231 30 6 11,-0 10-0 13.716 14.380 P0(8-U) 8-0 9-0 Pe 0.434 Pv CM 6 5 2.6350 lU-U 101-0 30.07 4.41 1.77 120 14.380 14.395 0.003119 Flow (q) from Route 13 4-11% 4-11% Pt 0.015 Pe 0.000 Pv RN 1.3800 30.07 6.45 120 0.072774 2-10 Pf 0.643 .5 4 101-0 12-10 14.395 13.810 PO(6'-U) 6-0 8-10 Pe -1.228 Pv BL 1.3800 3.52 0.75 120 0.001374 99-7 Pf 0.205 4 24 12-10 12-10 13.810 14.015 T(6'-O) 11EE(1'-0), 5E(3'-U), 3T(6'-U) 50-0 1 149-7 Pe 0.000 jPv aD ..... Route 5 BL 1.3800 13.13 2.82 120 0.015714 13-0 Pt 0.204 411 412 111-0 11-0 19.21 5.6 11.770 11.974 Sprinkler 13-0 Pe -0.000 Pv BL 1.3800 32.51 6.97 120 0.084070 13-0 Pf 1.093 412 413 11.-0 11,-0 19.38 5.6 11.974 13.067 Sprinkler 13-0 Pe 0.000 Pv BL 1.3800 52.75 11.32 120 0.205863 52-5% Pt 12.037 413 10 11,-U 111-0 20.24 5.6 13.067 25.104 Sprinkler, T(6'-U) 6-U 58-5% Pe Pv ,©M.E.P.CAD, Inc. gig AutoSPRlNK®VR11 v1 1.0.39.0 3I2iI2U1( 1u:4b:4AIvI I-age! --Wr ~jjj [~R~ ' C Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary __ Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream RN 1.6100 52.75 8.31 120 0.097173 1-0 8-0 9-0 Pt Pe Pv 0.875 0.434 10 11,-0 25.104 11 10-0 26.412 P0(8-0) Route 6 BL 1.3800 6.08 1.30 120 0.003783 13-6 13-6 Pf Pe Pv 0.051 411 111-0 19.21 5.6 11.770 Sprinkler 414 11,-0 11.821 BL 1.3800 25.33 5.43 120 0.053005 32-8% 3-0 358h/2 Pf Pe Pv 1.892 414 111-0 19.25 5.6 11.821 Sprinkler, 9 11-0 13.713 E(3'-0) RN 1.3800 25.33 5.43 120 0.053005 1,-a 6-0 7'-0 Pf Pe Pv 0.371 0.434 9 11,-0 13.713 8 101-0 14.518 P0(6-a) 4-. ..... Route 7 BL 1.3800 20.31 4.36 120 0.035218 9-9 9-9 Pt Pe Pv 0.343 415 111-0 21.06 5.6 14.137 Sprinkler 416 111-0 14.480 BL 1.3800 41.62 8.93 120 0.132792 75-4 6-0 81-4 Pf Pe Pv 10.799 416 111-0 21.31 5.6 14.480 Sprinkler, 33 111-0 25.280 T(6'-O) RN 1.6100 41.62 6.56 120 0.062682 1,-0 8-0 9,-0 Pf Pe Pv 0.564 0.434 33 11,-0 25.280 28 101-0 26.277 P0(8-0) .•••• Route 8 BL 1.3800 0.74 0.16 120 0.000078 39-7 Pf 0.004 415 32 111-0 111-0 21.06 5.6 14.137 14.140 Sprinkler, T(6'-a) 6-0 45-7 Pe Pv RN 1.3800 0.74 0.16 120 0.000078 1,-0 Pf 0.001 32 31 11,-0 101-0 14.140 14.574 P0(6-0) 6-0 7-0 Pe Pv 0.434 =Route 9 BL 1.3800 12.21 2.62 120 0.013737 52-10 Pf 1.028 25 46 12-10 12-10 24.713 25.741 T(6'-a) 4EE(1'-O), 2E(3'-a), T(6'-O) 22'-0 74-10 Pe Pv RN 1.3800 19.57 4.20 120 0.032873 2-10 Pf 0.290 46 12-10 7.36 25.741 Flow (q) from Route 14 .6-0 Pe 1.228 41 101-0 27.259 P0(6-0) - 8-10 Pv -.RoutelD .... RN 1.3800 19.19 4.12 120 0.031717 2'-10 Pf 0.280 42 43 12-10 ia-a 25.503 27.012 P0(6-0) 6-0 8-10 Pe Pv 1.228 CM 2.6350 19.19 1.13 120 0.001359 5-5 Pf 0.007 43 39 101-0 101-0 27.012 27.019 5-5 Pe Pv Route ll RN 1.3800 30.54 6.55 120 0.074897 1-0 Pf 0.524 36 27 111-0 101-0 30.54 25.242 26.199 Flow (q) from Route 12 P0(6-0) 6-0 7-0 Pe Pv 0.434 ap ..... Route 12 RN 1.3800 30.54 6.55 120 0.074897 1,-0 Pf 0.524 34 35 101-0 111-0 14.708 14.799 PO(6'-O) 6-0 7-0 Pe -0.434 Pv BL 1.3800 30.54 6.55 120 0.074897 127-5 Pt 10.442 35 36 11-0 111-0 14.799 25.242 E(3'-0) 3E(3'-O) 12-0 1 139-5 Pe jPv -Route 13 CM 2.6350 4.41 0.26 120 0.000090 9,-0 Pt 0.001 7 6 101-0 101-0 14.379 14.380 9-0 Pe Pv eip ..Route14 ..... BL 1.3800 26.55 5.70 120 0.057815 180-3 Pf 11.694 4 42 12-10 12-10 13.810 25.503 T(6'-O) 2E(3'-0), 4EE(1'-a), T(6'-0) 22-0 202'-3 Pe Pv BL 1.3800 7.36 1.58 120 0.005383 28-1 Pt 0.237 42 46 12-10 12-10 25.503 25.741 T(6'-0) 4EE(1'-O), T(6'-O) 16-0 44-1 Pe Pv / Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor Value Of 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. jjjAutoSPRINK@VR11 01.0.39.0 3123/2011 10:4b:49AM iagee 1 Job Number: 989880901 Light Hazard Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length AO Arm-Over Diameter - Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV DelV Check Valve Deluge Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig P1 Pressure loss due to friction between points E 90° Elbow ST Stand Pipe Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe EE Eel 45° Elbow 111/4* Elbow Ee2 221/ Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In -P2--PumpOut ------ PIV Post Indicating Valve PD Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. jj AutoSPRlNK®VR1l vll.0.39.0 3/23/2017 10:46:49AM Page 9 1&©M.E.P.CAD, Inc. 11 AutoSPRINK®VR11 vll.0.39.0 3/23/2017 10:52:01AM Page 1 IaLi i Job Number: 989880901 Renort Descriotion: Liaht Hazard 2iI LT "222 Job Number 989880901 Design Engineer ROD MANNING Job Name LA COSTA GLEN - BROOKSIDE - BLDG. F Phone 562-405-3834 FAX 562-405-3801 Address I State CerB/calron/tJcense Number 7823 RUSH ROSE DRIVE 986047 Address 2 CARLSBAD, CA 92008 .°J-IJ CARLSBAD FIRE PREVENTION DISTRICT Address 3 Job Site/Building BUILDING "F" — M&t ACZ Density 0.100gpm/ft2 Area 01 App/cation ff) eALe- Mast Demanding Sprinider Data Hone Streams 5.6 K-Factor 22.50 at 16.143 0.00 Coverage Per Sprinkler Number Of Spriniders Calculated 225.00ft2 5 System Pressure Demand System Flow Demand 52.451 216.56 Total Onward 216.56 @ 52.451 Pressure Result +86.941 (62.4%) %ML T2 . Node Name Flow(pom) Hose Flow(aom) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(aom) 21 1790.00 139.500 134.100 r~dj1!'r—"Wd_6fflP if 1Q1 Q -- 2 150- I I I I I I Static Pressure 139.500 135- ---.- I 1790.00 @ 134.10Q_ 120- - - - - 10 90 I CL Eb ç iilr'1' _ 0- 16.5652.451 -1------------ k S • System demand curve 30- - - - 15- - - - - 0 - 11111111 111111 UJJJJ.IJ WJJ.W. .WJ.iJ UJJJJJJJ liii II I 11111 I 2450 2800 3150 60405400 1750 2100 3500 Water flow, gpm 1,0M.E.P.CAD, Inc. AutoSPRINKlVR11 v1 1.0.39.0 3/23/2017 11:09:21AM Page 1 Job Number: 989880901 RetDort Descriotion: Liaht Hazard . r T1L i Job Number 989880901 Design Engineer ROD MANNING Job Name State CertificeborriUcense Number LA COSTA GLEN - BROOKSIDE - BLDG. F 986047 Address 1 Al-/J 7823 RUSH ROSE DRIVE CARLSBAD FIRE PREVENTION DISTRICT Address 2 Job Site/Building CARLSBAD, CA 92008 BUILDING "F" Address 3 Draalrg Name x-LaCostaBIdgF2ndFIrRoofPipingPIan - s. eco (plan Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 22.50 at 16.143 Light Hazard Hose Allowance At Source Density Area of Application 0.00 0.ioogpm/ft2 Additional Hone Supplies Number Of Sprinklers Calculated Coverage Per Sprinlder Node Flow(pom) 5 225.00ft2 ActoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Hose At Node 18 100.00 Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hosediulowerroe) 216.56 216.56 Man/mum Pressure Unbalance In Loops 0.000 Man/mum Velocity Above 10.79 between nodes 55 and 54 Maximum Velocity Under Ground 2.56 between nodes 21 and 20 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1109.95gaI - •-Jf e-- — Hose Flow Static Residual ,_.., Flow Available ,-.., Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) -' (gpm) (psi) '— (gpm) (psi) (psi) 21 139.500 134.100 I 1790.00 139.392 I 216.56 52.451 86.941 I. ..5 -1ecy -ean(4--mcmryu ..• —u' n - . CentractorNumber 989880901 . CortactNarne Con tact mle ROD MANNING LEAD DESIGNER Name of Contractor: Phone Extension SIMPLEXGRINNELL 562-405-3834 Address I FAX 12728 SHOEMAKER AVE. 562-405-3801 Address 2 E-mail SANTA FE SPRINGS, CA 90670 rmanningsimpIexgrinnell.com Address 3 Web.Site © M.E.P.CAD, Inc. Egfi AutoSPRINK& VR1 1 vii .0.39.0 3/23/2017 11:09:24AM Page 2 Job Number: 989880901 ReDort Descriotion: Liaht Hazard Supply at Node 21 150— j-7 _______ Static Pressure 139.500 135— -_ Z0!134.lOO - 120- 105— U) CL En to 60— es16.56 c 52.451 45- S stem demand curve 30- 15- U.LII1.L IllIllIll IllIllIll 111111111 III 111111 111111111 111111 I I I I I I 0— .l_l.L.l.J.J..I_( p350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph Supply at Node 21 Static: Pressure 139.500 Residual: Pressure 134.100 © 1790.00 Available Pressure at Time of Test 139.392 © 216.56 System Demand - 52.451 @ 216.56 System Demand (Including Haseyllawance at Source) 52.451 @216.56 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 v1 1.0.39.0 3/23/2017 11:09:26AM Page 3 Job Number: 989880901 Report Description: Light Hazard Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 18 100.00 100.00 0 47.638 t Sprinkler 501 22.50 22.50 5.6 16.143 Sprinkler 502 22.75 22.50 5.6 16.509 Sprinkler 504 23.24 22.50 5.6 17.226 Sprinkler 506 23.63 22.50 5.6 17.801 Sprinkler 507 24.43 22.50 5.6 19.035 ' Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK® VR1 1 vii .0.39.0 3/23/2017 11:09:28AM Page 4 I El Job Number: 989880901 Report Description: Light Hazard Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 18 -17-11 Hose 47.638 100.00 21 -23-11 S 52.451 216.56 501 7-8 Spr(-16.143), fd(41-0) 16.143 22.50 502 8-2 Spr(-16.509), fd(41-0) 16.509 22.75 504 9-0 Spr(-17.226), fd(41-0) 17.226 23.24 506 8-2 Spr(-17.801), fd(41-0) 17.801 23.63 507 7-8 Spr(-19.035), fd(41-0) 19.035 24.43 4 12-10 T(6-0) 25.521 5 10-0 P0(6-0) 26.739 6 10-0 P0(8-0) 26.739 7 10-0 P0(8-0) 26.727 8 10-0 P0(6-0) 26.738 9 11-0 E(3'-O) 26.282 10 11-0 T(6'-O) 30.139 11 10-0 P0(8-0) 30.703 12 10-0 fr(14-10) 31.129 13 10-0 fE(5-11) 32.345 14 4-0 E(8'-3) 37.378 15 -19-5 48.200 16 -23-11 E(22-1) 50.162 17 -23-11 E(18-2) 50.217 19 -17-11 E(14-0) 49.678 20 -23-11 E(22-1) 52.316 24 12-10 T(6-0) 25.589 25 12-10 T(6-0) 29.315 26 10-0 P0(6-0) 30.636 27 10-0 P0(6-0) 30.639 28 10-0 P0(8-0) 30.666 30 11-0 T(6'-O) 26.397 31 10-0 P0(6-0) 26.767 32 11-0 - T(6-O) - 26.676 33 11-0 T(6'-O) 30.120 34 10-0 P0(6-0) 26.790 35 11-0 E(3-0) 26.532 36 11-0 E(3-0) 30.030 37 10-0 P0(6-0) 26.791 38 11-0 E(3-0) 30.334 39 10-0 P0(6-0) 30.920 40 10-0 P0(8-0) 30.943 41 10-0 P0(6-C) 30.959 42 12-10 T(6'-O) 29.582 43 10-0 P0(6-0) 30.917 44 11-0 T(6-0) 30.417 45 11-0 T(6-0) 26.386 46 12-10 T(6-0) 29.644 53 11-0 T(5-0) 22.141 54 11-0 T(6'-O) 23.946 55 11-0 E(4-0) 24.799 56 10-0 P0(8-0) 26.651 57 12-10 T(5-0) 23.926 58 12-10 T(6-0) 24.588 59 11-0 T(5'-O) 26.259 503 11-0 Spr 22.055 Sprinkler 505 11-0 Spr 23.404 Sprinkler ,©M.E.P.CAD, Inc. 0,1 AutoSPRINK®VR11 vll.0.39.0 . 3/23/2017 11:09:30AM Page 5 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pin Fittings Eq. Length Total Length Summary DY 1.0490 22.50 8.35 120 0.161813 0-0 Pf 7.443 501 53 7-8 111 0 22.50 5.6 16.143 22.141 Sprinkler, T(5'0),fd(41'-0) 46-0 46'-0 Pe Pv -1.445 BL 1.3800 45.25 9.71 120 0.155026 5-7% Pf 1.804 53 54 11-0 11-0 22.75 22.141 23.946 Flow (q) from Route 2 T(6-0) 6-0 11-7% Pe Pv BL 1.6100 68.50 10.79 120 0.157542 1-5 Pf 0.853 54 55 11-0 11-0 23.24 23.946 24.799 Flow (q) from Route 3 E(4'-O) 4-0 5-5 Pe Pv RN 1.6100 68.50 10.79 120 0.157542 1,-0 Pf 1.418 55 56 11-0 10-0 24.799 26.651 P0(8-0) 8-0 9-0 Pe Pv 0.434 CM 2.6350 33.95 2.00 120 0.003903 16-6 Pf 0.087 56 8 10-0 10-0 26.651 26.738 fE(5'-11) 5-11 22-5 Pe Pv CM 2.6350 39.56 2.33 120 0.005180 5-71/2 Pf 0.029 8 31 10-0 10-0 5.61 26.738 26.767 Flow (q) from Route 16 5-7% Pe Pv RN 1.3800 17.37 3.72 120 0.026356 1-0 Pf 0.343 31 32 10-0 11-0 26.767 26.676 P0(6-0) T(6-0) 12-0 13-0 Pe Pv -0.434 BL 1.3800 17.37 3.72 120 0.026356 124-8 Pf 3.444 32 33 11-0 11-0 26.676 30.120 T(6-U) 6-0 130-8 Pe Pv RN 1.6100 17.37 2.74 120 0.012441 1,-0 Pf 0.112 33 28 11-0 10-0 30.120 30.666 P0(8-U) 8-0 9-0 Pe Pv 0.434 CM 2.6350 44.83 2.64 120 0.006530 5-7% Pf 0.037 28 11 10-0 lU-U 27.47 30.666 30.703 Flow (q) from Route 4 5-7% Pe Pv CM 2.6350 63.66 3.75 120 0.012490 28-2% Pt 0.426 11 12 10-0 10-0 18.82 30.703 31.129 Flow (q) from Route 5 fE(5'-11) 5-1 1 34-1% Pe Pv CM 2.6350 116.56 6.86 120 0.038242 20-0 Pt 1.216 12 13 100 . 10-0 52.90 31.129 -Flow 32.345 (q)_fromRoute6 2fE(5'-l1) .11'-91/2 Pe Pv 31-9% FR 2.6350 116.56 6.86 120 0.038242 10,-0 Pt 0.697 13 14 10-0 -0-0 32.345 37.378 E(8'-3) 8'-3 18-3 Pe Pv 4.335 CM 2.6350 116.56 6.86 120 0.038242 38-4 Pt 2.410 14 15 -0-0 -19-5 37.378 48.200 3E(8'-3) 24-8% 63-0% Pe Pv 8.411 UG 6.2800 116.56 1.21 140 0.000419 4-6 Pt 0.011 15 16 -19-5 -23-11 48.200 50.162 E(22-1) 22-1 26-7 Pe Pv 1.951 UG 5.8800 116.56 1.38 150 0,000508 68-3% Pt 0.055 16 17 -23-11 -23-11 50.162 50.217 2EE(9'-l), PIV(3'-I01/2), E(18'-2) 40-3 108-6% Pe Pv UG 6.2800 116.56 1.21 140 0.000419 6-0 Pt 0.022 17 18 -23-11 -17-11 50.217 47.638 C(47'-31/2) 47-3% 53-3% Pe Pv -2.601 FM 6.0650 216.56 2.40 120 0.002075 5-5 Pf 2.040 18 19 -17-11 -17-11 100.00 47.638 49.678 Hose BFP(-2.000), E(14'-U) 14-0 19-5 Pe Pv UG 6.2800 216.56 2.24 140 0.001317 6-0 Pt 0.037 19 20 -17-11 -23-11 49.678 52.316 E(22-1) 22-1 28-1 Pe Pv 2.601 UG 5.8800 216.56 2.56 150 0.001597 32-3 Pt 0.134 20 21 -23-11 -23-11 52.316 52.451 EE(9'-l), GV(3-101/2), 5, T(38'-111/2) 51-11% 84-2% Pe Pv 0.00 Hose Allowance At Source 21 216.56 =. ..... Route 2 ..... DY 1.0490 22.75 8.45 120 0.165207 0-0 Pf 6.773 502 ' 503 8-2 11-0 22.75 5.6 16.509 22.055 . Sprinkler, , fd(41-0) 41'-0 41-0 Pe Pv -1.228 BL 1.3800 22.75 4.88 120 0.043450 2-0 Pf 0.087 503 53 111-0 11-0 5.6 22.055 22.141 2-0 Pe Pv Route 3 ..... © M.E.P.CAD, Inc. AutoSPRINK® VR1 1 vii .0.39.0 3/23/2017 11:09:32AM Page 6 Swi A").Report Job Number: 989880901 Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DY 1.0490 23.24 8.63 120 0.171830 0-0 Pf 7.045 504 505 9-0 11-0 23.24 5.6 17.226 23.404 Sprinkler, , fd(41'-O) 41-0 41-0 Pe -0.867 Pv BL 1.3800 23.24 4.99 120 0.045192 6-0 Pf 0.542 505 54 11-0 111-0 5.6 23.404 23.946 T(6'-O) 6-0 12-0 1 Pe Pv ••••• Route 4•••• DY 1.0490 23.63 8.77 120 0.177128 0-0 Pf 8.148 506 57 8-2 12-10 23.63 5.6 17.801 23.926 Sprinkler, 1(5-0), fd(41'-0) 46-0 46-0 Pe -2.023 Pv BL 1.3800 23.63 5.07 120 0.046586 8-2% Pf 0.662 57 58 12-10 12-10 23.926 24.588 T(6'-O) 6-0 14-2% Pe Pv BL 1.3800 11.87 2.55 120 0.013044 43-8% Pt 1.001 58 24 12-10 12-10 24.588 25.589 3EE(1'-O), 3T(6'-O), 4E(3-0) 33-0 76-8% Pe Pv 0.000 BL 1.3800 17.16 3.68 120 0.025776 127-7 Pf 3.727 24 25 12-10 12-10 5.28 25.589 29.315 1(6-0), Flow (q) from Route 8 2EE(1'-0), E(3'-O), T(6'-O) 17-0 144-7 Pe Pv -0.000 RN 1.3800 10.56 2.27 120 0.010504 2-10 Pf 0.093 25 26 12-10 10-0 29.315 30.636 P0(6-U) 6-0 8-10 Pe Pv 1.228 CM 2.6350 10.56 0.62 120 0.000450 5-3 Pf 0:002 26 27 101-0 10-0 30.636 30.639 5-3 Pe Pv CM 2.6350 27.47 1.62 120 0.002638 10-3 Pt 0.027 27 28 10-0 10-0 16.91 30.639 30.666 Flow (q) from Route 9 10-3 Pe Pv .Route 5•• • DY 1.0490 24.43 9.07 120 0.188460 0-0 Pt 8.669 507 59 7'-8 11-0 24.43 5.6 19.035 26.259 Sprinkler, T(5'-O), fd(41'-0) 46-0 46-0 Pe Pv -1.445 BL 1.3800 18.82 4.04 120 0.030587 120-10 Pt 3.880 59 10 11-0 11-0 26.259 30.139 T(6'-O) 6-0 126-10 Pe Pv 16100i8.82_..2.97 .i20 0.014438 - 10 Pf_0.i.30... 10 11 11-U 10-0 . 30.139 30.703 P0(8-0) 8-0 9-0 Pe Pv 0.434 Goo .... Route 6 ..... BL 1.3800 6.60 1.41 120 0.004397 52-10 Pt 0.329 25 46 12-10 12-10 29.315 29.644 T(6'-O). 4EE(1'-O), 2E(3'-O), T(6'-U) 22-0 74-10 Pe Pv RN 1.3800 10.18 2.18 120 0.009814 2-10 Pt 0.087 46 41 12-10 101-0 3.58 29.644 30.959 Flow (q) from Route 20 PO(6'-O) 6-0 8-10 Pe Pv 1.228 CM 2.6350 52.90 3.11 120 0.008868 4-3 Pt 0.169 41 12 10-U 101-0 42.72 30.959 31.129 Flow (q) from Route 7 fT(14'-lO) 14-10 19-I Pe Pv -.Route 7•• RN 1.3800 11.41 2.45 120 0.012108 2-10 Pt 0.107 42 43 12-10 101-0 14.99 29.582 30.917 Flow (q) from Route 13 P0(6-U) 6-0 8-10 Pe Pv 1.228 CM 2.6350 11.41 0.67 120 0.000519 5-5 Pt 0.003 43 39 10-0 10-0 30.917 30.920 . 5-5 Pe Pv CM 2.6350 27.03 1.59 120 0.002561 9-0 Pt 0.023 39 40 101-0 101-0 15.63 30.920 30.943 Flow (q) from Route 10 9,-0 Pe Pv CM 2.6350 42.72 2.51 120 0.005972 2-91/2 Pt 0.017 40 41 10-0 101-0 15.69 30.943 30.959 Flow (q) from Route 11 1 2-9% Pe Pv - Route 8 ..... CM 2.6350 22.19 1.31 120 0.001778 13-0 Pt 0.023 31 34 101-0 10-0 26.767 26.790 13-0 Pe Pv CM 2.6350 5.28 0.31 120 0.000125 5-9% Pt 0.001 34 37 10-0 101-0 26.790 26.791 . . . . Pe Pv 0.000 RN 1.3800 5.28 1.13 120 0.002917 2-10 Pt 0.026 37 24 101 0 12-10 26.791 25.589 PO(6'O) 6-0 1 8-10 Pe Pv -1.228 ..... Route 9••••• J ©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 11:09:32AM Page 7 Job Number: 989880901 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pin Fittings Eq. Length Total Length Summary RN 1.3800 16.91 3.63 120 0.025084 1-0 Pt 0.176 36 27 11-0 10-0 16.91 30.030 30.639 Flow (q) from Route 17 P0(6-0) 6-0 7-0 Pe Pv 0.434 =. ..... Route 10 ..... RN 1.3800 15.63 3.35 120 0.021683 1-0 Pt 0.152 38 39 11-0 10-0 15.63 30.334 30.920 Flow (q) from Route 15 P0(6-0) 6-0 7-0 Pe Pv 0.434 -Route 11 ..... RN 1.6100 15.69 2.47 120 0.010307 1-0 Pt 0.093 44 40 11-0 10-0 15.69 30.417 30.943 Flow (q) from Route 12 P0(8-0) 8-0 9-0 Pe Pv 0.434 -Route 12 ..... BL 1.3800 15.69 3.36 120 0.021836 172-7 Pt 4.030 45 44 11-0 11-0 15.69 26.386 30.417 T(6-0), Flow (q) from Route 14 T(6-0) 12-0 184-7 Pe Pv =. ..... Route 13 ..... CM 2.6350 18.86 1.11 120 0.001316 9-0 Pt 0.012 7 6 10-0 10-0 34.55 26.727 26.739 Flow (q) from Route 18 9-0 Pe Pv CM 2.6350 3.24 0.19 120 0.000050 4-11% Pf 0.000 6 5 10-0 10-0 26.739 26.739 4-11% Pe Pv 0.000 RN 1.3800 3.24 0.69 120 0.001178 2-10 Pt 0.010 5 4 100 12-10 . 26.739 25.521 P0(6-0) 6-0 8-10 Pe Pv -1.228 BL 1.3800 14.99 3.22 120 0.020076 180-3 Pt 4.061 4 42 12-10 12-10 11.75 25.521 29.582 T(6'-O), Flow (q) from Route 19 2E(3-0), 4EE(1-0), T(6-0) 22-0 202-3 Pe Pv =. ..... Route 14 ..... RN 1.6100 15.69 2.47 120 0.010307 1-0 Pf 0.093 7 45 10-0 11-0 34.55 26.727 26.386 P0(8-0), Flow (q) from ~te 8-0 9-0 Pe Pv -0.434 =. ..... Route 15 ..... RN 1.6100 15.63 2.46 120 0.010235 TO Pt 0.092 6 -30 10-0 11-0 - ------ --26;397--- 26.739 P0(8-0) - - - 8-0 Pe -v-------.--- -0.434 BL 1.3800 15.63 3.35 120 0.021683 172-7 Pt 3.937 30 38 11-0 11-0 26.397 30.334 T(6-0) E(3-0) 9-0 I 181-7 Pe Pv .Route 16 ..... BL 1.3800 5.61 1.20 120 0.003260 3-10 Pf 0.022 59 9 11-0 11-0 26.259 26.282 E(3'-0) 3-0 6-10 Pe Pv RN 1.3800 5.61 1.20 120 0.003260 1-0 Pt 0.023 9 8 11-0 10-0 26.282 26.738 P0(6-0) 6-0 7-0 Pe Pv 0.434 .Route 17 ..... RN 1.3800 16.91 3.63 120 0.025084 1-0 Pt 0.176 34 35 100 11-0 26.790 26.532 P0(6-0) 6-0 7-0 Pe Pv -0.434 BL 1.3800 16.91 3.63 120 0.025084 127-5 Pt 3.497 35 36 11-0 11-0 26.532 30.030 E(3-0) 3E(3-0) 12-0 139-5 Pe Pv Go .Route 18 ..... CM 2.6350 34.55 2.03 120 0.004033 13-0% Pf 0.076 56 7 10-0 101 0 26.651 26.727 fE(511) 5-11 18-11% Pe Pv -Route 19 ..... BL 1.3800 11.75 2.52 120 0.012801 56-1 OY21 Pt 0.933 58 4 12-10 12'-lO 24.588 25.521 8EE(1'-O) E(3'-O), T(6'-O) 17-0 72-10% 1 Pe Pv =. ..... Route 20 ..... BL 1.3800 3.58 0.77 120 0.001423 28-1 0.063 42 46 12-10 12-10 14.99 29.582 29.644 T(6-0), Flow (q) from Route 13 4EE(1-0),T(6-0) 16-0 44-1 ~Pf Pe Pv I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.3 150 1.51 ©M.E.P.CAD, Inc. ill AutoSPRlNK®VR11 v1 1.0.39.0 3/23/2017 11:09:32AM Page Job Number: 989880901 Report Description: Light Hazard ipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream - peTypelig7. tE AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pt Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe Length Pressure Eq. Length Summary Total Lencith ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 450 Elbow Eel 11%0 Elbow Ee2 22%' Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2PUThOUt PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap . 0 M.E.P.CAD, Inc. !j AutoSPRINK® VR1 1 vl 1.0.39.0 3/23/2017 11:09:32AM Page 9 FTC'~0fl--OCPU FIRE SPRINKLER MATERIAL SUBMITTAL LA COSTA GLEN BROOKSIDE - BUILDING "F" 7823 RUSH ROSE DRIVE CARLSBAD, CA 92008 PROJECT No.: 2004518 SPEC. No.: N/A DATE: 03/30/17 SG Project No.: 989880901 SimplexGrinnell BE SAFE. 12728 SHOEMAKER AVE. SANTA FE SPRINGS, CA 90670 1: (562) 405-3800 F: (562) 405-3801 tqcci Fire Protection Products Worldwide Contacts I www.tyco-fire.com Title RAPID RESPONSE Series LFII Residential Sprin- klers 69 K-factor, Pendent/Recessed Pendent/Con- cealed, NFPA 13 Optimized Wet Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are decorative, fast response, frangible bulb sprin- klers designed- for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When enhanced flow characteristics for resi- dential portions of any occupancy per NFPA 13 is the major consideration, the Series LFII (TY4234) should be the first choice. When higher flow demands are required for residential sprinklers used in an NFPA 13 design, the large 6.9 K-factor of the Series LED (TY4234) is an attractive choice. Although mostly intended-where-residential-sprinklers are to be used in an NFPA 13 design, the Series LFII (TY4234) can also be used in wet pipe residential sprin- kler systems for one- and two-family dwellings and mobile homes per NFPA 13D, and wet pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R. The recessed version of the sprinkler is intended for use in areas with fin- ished ceilings. It employs a two-piece Style 30 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 - inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush mounting surface position. The adjustment pro- vided by the Recessed Escutcheon or Concealed Cover Plate provides a IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 measure of flexibility with regard to which the length of fixed pipe drops to the sprinklers must be cut. The concealed version utilizes a cover plate assembly that conceals the sprin- kler operating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assemblies allows installation of the sprinklers and pressure testing of the fire protection system prior to the installation of the ceiling or application of a finish coating. Also, the separable "push-on and thread-off" two-piece design of the concealed version provides for 1/2 inch (12,7 mm) of vertical adjustment. The Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers have been designed with heat sensitivity and water distri- bution characteristics provenWhelp in the control of residential fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Concealed Pendent Sprinklers (TY4234) are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is being installed 0) finished. The tip of the Protective çp can also be used to mark the cfiter of the ceiling hole into plaster bard, ceiling tiles, etc. by gently pushig the ceiling product against the Ptotec- tive Cap. When ceiling installaon is complete, the Protective Cap mut be removed and the Cover Plate AsserNly installed. The Protective Cap must removed to ensure proper performance of the sprinklers. NOTICE The Series LFII (TY4234) Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. JANUARY 2016 The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. TFP4O8 TFP4O8 Page 2 of 8 1/2 (12,7 mm) ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 27/8' DIA._________ 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 4 - Bulb 5 - Compression 2 _____ 2-1/4 Screw _____ 6 - Deflector* 7 - Ejection Spring - (57,2 mm) FLATS indicated on 6* __ESCUTCHEON 3 - Sealing Assembly 1 1-1/2 STYLE 30 (38,1 mm) I WRENCH RECESSED * Temperature 5 rating is ___ Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) 1/2±1/8 (12,7±3,2 mm). FACE OF SPRINKLER FITTING 2-7/8' DIA. (73,0 mm) 1/2' (12,7 mm) 2-1/4' DIA. 1/4' (6,4 mm) - (57,2 mm) MOUNTING PLATE tz - — 41- _- / WRENCH RECESS / (END. "B" USED FOR TY4234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH 0 MOUNTING SURFACE / I 1-3/8' (34,9 mm) CLOSURE TY4234 1-1/8" (28,6 mm) FIGURE 2 STYLE 30 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER (TY4234) WRENCH RECESS PUSH WRENCH INTO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH 1/8' (3,2 mm) 2-1/2 DIA. (63,5 mm) 1/2 (12,7 mm) FACE OF 3/4" Lv.. THREADED SPRINKLER NPT ADJUSTMENT FITTING 3/32" GAP 1-1/8±1/4 I (2,4 mm) I- (28,6 mm ±6,4 mm) El MOUNTING SURFACE SPRINKLER- SUPPORT CUP ASSEMB / COVER PLATE RETAINEI II TFP4O8 Page 3 of 8 SUPPORT CUP WITH SPRINKLER ,-. q_p 0 ROLL FORMED STRAP (SEE THREADS INSTALLATION EJ- SECTION) SPRINKLER/SUPPORT CUP I ASSEMBLY THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING 0 TABS SURFACE IS FLUSH WITH EJECTION CEILING SPRING SOLDER COVER TABS (3) PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 5 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (SHOWN WITH SPRINKLER STRAP) COVER- SPRINKLER- 1 II I '° mm) RETAINER SUPPORT CUP (25,4 mm) 4J 7/8 (22,2 mm) ASSEMBLY ASSEMBLY 7 \ 3-5/16 DIA. ,/' PROTECTIVE (84,1 mm) TIP CAP FIGURE 6 DOMED CONCEALED COVER FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY4234) (SHOWN WITH PROTECTIVE CAP) OPERATED SPRINKLER TFP4OS Page 4 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Pendent and Recessed Pendent Coverage Maximum Ordinary Temp. Rating Intermediate Temp. Rating Area (a) Spacing Ft. (m) Deflector to Installation Minimum Spacing Ft. x Ft. 155°F (68°C) 175°F (79°C) Ceiling Type Ft. (m x m) (m) Flow Pressure Flow Pressure GPM PSI GPM PSI (L/min) (bar) (L/min) (bar) 12x12 12 19 7.6 19 7.6 Smooth (3,7x37) (3,7) (71,9) (0,52) (71,9) (0,52) Ceilings 1-1/4 to 4 inches 14x14 14 19 7.6 19 7.6 (4,3x4,3) (4,3) (71,9) (0,52) (71,9) (0,52) Beamed Ceilings per Recessed using Style 30 16x16 16 19 7.6 19 7.6 NFPA 13D, Escutcheon or 8 (4,9 x 4,9) (4,9) (71,9) (0,52) (71,9) (0,52) 13R, or 13 Pendent and Recessed non-recessed per NFPA 130, 13R,or13 (2,4) 18x18 18 19 7.6 19 7.6 (5,5 x 5,5) (5,5) (71,9) (0,52) (71,9) ' (0,52) Pendent 1-1/4 to 1-3/4 inches below 20 x 20 20 22 10.2 22 10.2 bottom of (6,1 X 6,1) (6,1) (83,3) (0,70) (83,3) (0,70) beam. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design criteria section. For NFPA 13 residential applications, the greater of 0.1 gprn/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA -Sprinkler Identification Number (SIN) TY4234 Technical Data Approvals UL and C-UL Listed Certified to all requirements of NSF/ANSI 61 NYC Approved under MEA 44-03-E-2. - FM Approved (Pendent and Recessed Pendent Only) The Series LFll Concealed Pendent Sprinklers are only listed and approved with the Series LFll Concealed Cover Plates having a factory applied finish. (Refer to the Design Criteria section for details on these approvals.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=6.9 GPM/p5i112 (99,4 LPM/bar1/2) PipeihreadConnection: 3/4 NPT Sprinkler Temperature Rating Pendent and Recessed Pendent: 155°F (68°C) or 175°F (79°C) Concealed Pendent: 155°F (68°C) w/139°F (59°C) Cover Plate* 175°F (79°C) w/139°F (59°C) Cover Plate* *Suitable for use with maximum 100°F (38°C) ceiling temperature. Finishes Sprinkler: Natural Brass, Pure or Signal White, or Chrome Plated Recessed Escutcheon: Brass, Pure or Signal White, or Chrome Concealed Cover Plate: Refer to Ordering Procedure section. Physical Characteristics Frame .............................Brass Button ...........................Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb .......................... 3mm Glass Compression Screw .................Bronze Deflector ..........................Bronze Ejection Spring ..............Stainless Steel Support Cup ........................Steel Cover Plate .........................Brass Retainer............................Brass Cover Plate Election Spring Stainless Steel Operation For pendent and recessed pendent sprinklers, the glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. For the concealed pendent sprinkler, the cover plate which is soldered to the support cup at three places, first falls away when exposed to heat from a fire. The sprinkler then operates similar to pendent and recessed pendent sprin- klers described above. TFP4O8 Page 5 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Concealed Pendent Coverage Maximum Ordinary Temp. Rating Intermediate Temp. Rating Area (a) Spacing Ft. (m) Deflector to Installation Minimum Spacing Ft. x Ft. 155°F (68°C) 175°F (79°C) (m x m) Ceiling Type Ft. Flow Pressure Flow Pressure (m) GPM PSI GPM PSI (L/min) (bar) (L/min) (bar) 12x12 1 12 19 7.6 19 7.6 Smooth (3,7 X 3,7) (3,7) (71,9) (0,52) (71,9) (0,52) Ceilings 3/8 to 7/8 14x14 14 19 7.6 19 7.6 inches. (4,3x4,3) (4,3) (71,9) (0,52) (71,9) (0,52) Beamed Ceilings per NFPA 13D, Concealed 8 (2,4) 16 x 16 (4,9x4,9) 16 (419) 19 (71,9) 7.6 (0,52) 19 (71,9) 7.6 (0,52) 1 13R, or 13 installed in 18 x 18 18 21 9.3 21 9.3 beam (5,5x5,5) (5,5) (79,5) (0,64) (79,5) (0,64) 3/8to7/8 inches below 20 x 20 20 24 12.1 24 12.1 bottom of (6,1 x6,1) (6,1) (90,8) (0,83) (90,8) (0,83) beam For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B WET PIPE SYSTEM SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLERS (TY4234) NFPA 13D, 13R AND 13 HYDRAULIC DESIGN CRITERIA -Design - Criteria UL AND C-UL LISTING CRITERIA The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are UL and C-UL Listed for installation in accordance with the following criteria. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Type Only wet pipe systems may be utilized. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) The minimum required sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tables A and B as a function of temperature rating and the maximum allowable cov- erage areas. The sprinkler flow rate is the minimum _required _discharge from Example No. 2:A long narrow room each of the total number of "design being protected is 12 ft. wide; con- sprinklers" as specified in NFPA 13D sequently, an actual coverage area of or NFPA 13R. 12 ft. x 20 ft. is being contemplated. Based on using the LFll (TY4234) Hydraulic Design Residential Pendent Sprinkler, the (NFPA 13) flow rate provided in Table A for a 20 For systems designed to NFPA 13, the ft. x 20 ft. coverage area is 22 GPM. number of design sprinklers is to be However based on minimum discharge the four most hydraulically demanding of 0.1 gpm/ft2. the flow rate would be sprinklers. The minimum required dis- 24 GPM. In this case a minimum flow charge from each of the four sprinklers rate of 24 GPM for this design sprinkler is to be the greater of the following: must be utilized: The flow rates given in Tables A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area A minimum discharge of 0.1 gpm/ft2. over the "design area" comprised of the four most hydraulically demand- ing sprinklers for the actual coverage areas being protected by the four sprinklers Example No. 1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on using the LFII (1Y4234) Residential Pendent Sprinkler, the flow rate provided in Table A and B for a 20 ft. x 20 ft, cover- age area is 22 GPM. However based on minimum discharge of 0.1 gpm/ft2. the flow rate would be 16 GPM. In this case a minimum flow rate of 22 GPM for this design sprinkler must be utilized. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applica- ble for residential sprinklers as well as with the obstruction criteria described within the TYCO Technical Data Sheet TFP49O. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches or in the recessed position using only the Style 30 escutcheon as shown in Figure 2. For concealed pendent sprinkler installations, the sprinklers relative to the ceiling mounting surface are to be installed per Figure 6. The concealed pendent sprinkler must not be used in applications where the air pressure above the ceiling is greater TFP4O8 Page 6 of 8 WET PIPE SYSTEM Minimum Flow and Residual Pressure(b, c) Max. Ordinary Temp. Rating 155°F (68°C) Intermediate Temp. Rating 175°F (79°C) Deflector to Ceiling Installation Type (bar) Minimum Spacing Ft. (m) Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI 12x12 12 20 8.4 20 8.4 (3,7x3,7) (3,7) (75,7) (0,58) (75,7) (0,58) Smooth 14 x 14 (4,3 x 4,3) 14 (4,3) 20 (75,7) 8.4 (0,58) 20 (75,7) 8.4 (0,58) Ceilings 1-1/4 to 4 inches Recessed 16 x 16 (4,9 x 4,9) 16 (4,9) 20 (75,7) 8.4 (0,58) 20 (75,7) 8.4 (0,58) Beamed Ceilings 1-1/4 to 1-3/4 inches below using Style 30 Escutcheon or (2,4) non-recessed 8 18 x 18 18 20 8.4 20 8.4 (5,5 x 5,5) (5,5) (75,7) (0,58) (75,7) (0,58) bottom of beam. 20x20 20 23 11.1 23 11.1 (6,1 x6,1) Al) (87,1) (0,76) (87,1) (0,76) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design criteria section. For FM residential applications, the greater of 0.1 gpm/ft2 over the design area (i.e., 5xL) or the flow in accordance with the criteria in this table must be used. TABLE C FM APPROVAL WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY4234) HYDRAULIC DESIGN CRITERIA than that below. Down drafts through Residential Sprinkler Design Guide the Support Cup could delay sprinkler When conditions exist that are outside operation in a firiiituatioñ thèôieöf the provided itedâ7f to the Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Tables A and B) being hydrauli- cally calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Residential Snrinkler Desian FM APPROVAL CRITERIA The Series LFII (TY4234) Residen- tial Pendent and Recessed Pendent Sprinklers are FM Approved for installation in accordance with the applicable Factory Mutual Loss Pre- vention Data Sheet FM 2-5. Criteria provided by FM may differ from UL and/or NFPA, therefore the designer should review and become familiar with Factory Mutival requirements before proceeding with design. The following information pertaining to System Type, Hydraulic Design, and Sprinkler spacing are provided for ref- erence and are not intended to provide complete installation criteria as provide in the applicable Factory Mutual Loss Prevention Data Sheet. Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Type Only wet pipe systems may be utilized. Hydraulic Design The number of design sprinklers is to be the greater of the four most hydrau- lically demanding sprinklers, or 1500 sq. ft. as per FM Data Sheet 2-5. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table C as a function of the maximum allowable coverage area A minimum discharge of 0.1 gpm/ft2. over the 'design area" comprised of the four most hydraulically demand- ing sprinklers for the actual coverage areas being protected by the four sprinklers Example No. 1: A corridor being pro- tected is 10 ft. wide; consequently, an wc-t—uar coverage area of 10 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Residential Pendent Sprinkler, the flow rate provided in Table C for a 20 ft. x 20 ft. coverage area is 23 GPM. However, based on minimum discharge of 0.1 gpm/ft2, the flow rate would be 20 GPM. In this case, a minimum flow rate of 23 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con- sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Resi- dential Pendent Sprinkler, the flow rate provided in Table C for a 20 ft. x 20 ft. coverage area is 23 GPM. However, based on minimum discharge of 0.1 gpm/ft2, the flow rate would be 24 GPM. In this case, a minimum flow rate of 24 GPM for this design sprin- kler must be utilized. (In no case shall the design pressure be less than 7 psi.) Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table C) being hydraulically calcu- lated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). TFP4O8 Page 7 of 8 Installation The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (1Y4234) must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accordance with the Steps 1 P through 3P. Step IP. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2P. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. The sprinkler has been provided with a Sprinkler Strap similar to that shown in Figure 5 for the concealed sprinkler assembly. Refer to NFPA 13 for guid- ance regarding removal of protective straps and caps. As long as the Sprin- kler Strap remains in place, the system is considered to be 'Out Of Service". Step 3P. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with Steps 1R through 4R. Step 1R. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2R. After installing the Style 30 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. The recessed sprinkler has been pro- vided with a Sprinkler Strap similar to that shown in Figure 5 for the con- cealed sprinkler assembly. Refer to NFPA 13 for guidance regarding removal of protective straps and caps. As long as the Sprinkler Strap remains in place, the system is considered to be "Out Of Service". Step 3R. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step 4R. After the ceiling has been installed or the finish coat has been applied, slide on the Style 30 Closure over the Series LFll Sprinkler and push the Closureoverthe -Mounting Plate until its flange comes in contact with the ceiling. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Series LFII Residential Concealed Pendent Sprinklers The Series LFII Residential Concealed Pendent Sprinklers must be installed in accordance with Steps 1C through 6C. Step 1C. Install the sprinkler in the pendent position and with the center- line of the sprinkler perpendicular to the mounting surface. Step 2C. Remove the Protective Cap. Refer to NFPA 13 for guidance regard- ing removal of protective straps and caps Step 3C. With pipe thread sealant applied to the pipe threads, and using the W-Type 7 Wrench shown in Figure 4, install and tighten the Sprin- kler/Support Cup Assembly into the fitting. The W-Type 7 Wrench will accept a 1/2 inch ratchet drive. Step 4C. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Pro- tective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. As long as the Sprinkler Strap (Fig. 5) or the Protective Cap (Fig. 6) remains in place, the system is considered to be "Out Of Service". Step 5C. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in preparation for installing the Cover Plate/Retainer Assembly, remove and discard the Protective Cap and the Sprinkler Strap. Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Step 6C. Push the Cover Plate/Retainer —Assembly into the Support Cupand as necessary, make the final adjustment of the Cover Plate with respect to the ceiling by turning the Cover Plate/ Retainer Assembly clockwise until its flange just comes in contact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by unscrewing in a counter-clockwise direction. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer Assembly cannot be engaged suffi- ciently to contact the ceiling, the Sprin- kler Fitting must be repositioned. TFP4OB Page 8 of 8 Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) must be main- tained and serviced in accordance with this section. Before closing afire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protec- tion system from the proper authorities and notify all personnel who may be affected by this action. Absence of a Cover Plate can delay the sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. This air gap is necessary for proper oper- ation of the sprinkler by allowing heat - flow-from -a-fire to -pass-below-and-- above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling needs repainting after sprinkler installation, exercise care to ensure that the new paint does not seal off any of the air gap. Failure to do so may impair sprin- kler operation. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted units. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Retainer. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering. Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). For pendent sprinkler, order pendent sprinkler assembly plus sprinkler wrench. For recessed pendent sprinkler, order pendent sprinkler assembly plus sep- arately ordered recessed escutcheon plus sprinkler wrench. For concealed pendent sprinkler, order concealed pendent sprinkler assembly plus separately ordered cover plate assembly plus sprinkler wrench. Pendent Sprinkler Assembly Specify: Series LFll (TY4234), K=6.9, Residential Pendent Sprinkler, (specify) temperature rating, (specify) finish, P/N (specify): 155°F (68°C) Natural Brass .................51-069-1-155 Pure White (RAL9010) (a) 51-069-3-155 Signal White (RAL9003).........51-069-4-155 Chrome Plated ................51-069-9-155 175°F (79°C) Natural Brass .................51-069-1-175 Pure White (RAL9010) (a) 51-069-3-175 Signal White (RAL9003) ......... 51 -069-4-175 Chrome Plated ................51-069-9-175 (a) Eastern Hemisphere sales only. Concealed Pendent Sprinkler Assembly: Specify: Series LFll (TY4234), K=6.9, Residential Concealed Pendent Sprin- kler, (specify) temperature rating without Cover Plate Assembly, P/N (specify): 155°F (68°C)..................51-068-1-155 175°F (79°C) ....... . .......... 51-068-1-175 Separately Ordered Recessed Escutcheon: Specify: Style 30 Recessed Escutch- eon with (specify*) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770. Separately Ordered Cover Plate Assembly: Specify:. 139°F (58°C), Cover Plate Assembly having a (specify) finish for the Series LFII (TY4234), K=6.9, Resi- 'dential -Concealed -Pendent-Sprinkler P/N (specify): Grey White (RAL9002) .......... 56-873-0-135 Pure White (RAL 9010) (a) 56-873-3-135 Signal White (RAL 9093) ........56-873-4-135 Chrome ...................... 56-873-9-135 Custom .....................56-873-X-135 (a) Eastern Hemisphere sales only. Separately Ordered Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 (For pendent sprinklers) Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 (For recessed pendent sprinklers and concealed pendent sprinklers) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqca TEFLON is trademark of The DuPont Corporation Fire Protection Products ttic:0 Worldwide www.tyco-fire.com Contacts Series RFII - 56 K-factor "Royal Flush II" Concealed Pendent Sprinklers Quick Standard Response, Standard Coverage General Description The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers Quick Response (3-mm bulb) and Standard Response (5-mm bulb), are decorative sprinklers featur- ing a flat cover plate designed to con- ceal the sprinkler. These sprinklers are optimal for architecturally sensitive ar- eas such as hotel lobbies, office build- ings, churches, and restaurants. Each sprinkler includes a Cover Plate/ Retainer Assembly and a Sprinkler! Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: Allows installation of the sprinklers ,and pressure testing -of the-fire pro- tection system prior to installation of a suspended ceiling or applica- tion of the finish coating to a fixed ceiling. Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. Provides for 1/2 inch (12,7 mm) of vertical adjustment to allow a mea- sure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. - The Series RFII Sprinklers are shipped with a Disposable Protective Cap. The PrOtective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling in- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 stallation or finish. The tip of the Pro- tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently push- ing the ceiling product against the Pro- tective Cap. When ceiling installation is complete, the Protective Cap is re- moved and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFll Standard Response (5-mm bulb) "Royal Flush II" Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. (Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Numbbew SIN) TY3531 - 3 mm bulb Technical Data Sprinkler Approvals - - Approvals apply only to the service conditions indicated in the Design Cri- teria section. MARCH 2013 TY3531 (3-mm Bulb) is UL Listed, C-UL Listed, VdS Approved (Certif- icate No. G4090007), and NYC Ap- proved (MEA 353-01-E) as Quick Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFll Standard Response Concealed Sprinkler (TY3551). Maximum Working Pressure Maximum 250 psi (17,3 bar) by UL, C-UL, and NYC Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F (68°C) Sprinkler with 139°F (59°C) Plate 200°F (93°C) Sprinkler with 165°F (74°C) Plate Discharge Coefficient K= 5.6 GPM/psi1/2 (80,6 LPM/bar1/2) Adjustment 1/2 inch (12,7 mm) Finishes See the Ordering Procedure section. TFPI8I _________ • TY3531 (3-mm Bulb) is FM and LPCB Approved (Ref. No. 094a/10) The Series RFII Concealed Pendent Approved as Standard Response. Sprinklers described herein must —Factory Mutual -and -LPCB--do --not installed and maintained in compli- approve any concealed sprinklers ance with this document and with the for quick response. applicable standards of the National • TY3551 (5-mm Bulb) is UL Listed, Fire Protection Association, in addi- C-UL Listed, FM Approved, LPCB tion to the standards of any authori- Approved (Ref. No. 094a/9), and ties having jurisdiction. Failure to do so NYC Approved (MEA 353-01-E) as may impair the performance of these Standard Response. devices EALING S EM B LY FRAME CAP SUPPOR CUP WITI ROLL FOR1s THREAD PRESSION CREW GUIDE PINS (2) :LECTOR ROPPED DEFLECTOR I I POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO fl RETAINER SUPPORT fi WITH THREAD CUP UNTIL 0 0 %- DIMPLES MOUNTING ( SURFACE IS EJECTION FLUSH WITH SPRING CEILING / SOLDER - - COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE 1 MODEL RFII CONCEALED SPRINKLER ASSEMBLY 1/2 NP1 BULB TFPI8I Page 2 of 4 Physical Characteristics Frame ...................Bronze Support Cup..............Chrome Plated Steel Guide Pins .........Stainless Steel Deflector.................Bronze Compression Screw.........Brass Bulb ......................Glass Cap ......... . ... Bronze or Copper Sealing Assembly .......... Beryllium Nickel w/ TEFLON Cover Plate................Brass Retainer ..................Brass Ejection Spring......Stainless Steel Design Criteria The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency; for example, UL List- ing is based on NFPA 13 and VdS Ap- proval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Pro- tection Products at the following office: Enschede, Netherlands Telephone: 31-53-428-4444 Fax: 31-53-428-3377 Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. NITSTM Do not use the Series RFII in applica- tions where the air pressure above the ceiling is greater than that be- low. Down drafts through the Sprin- kler/Support Cup Assembly can delay sprinkler operation in a fire situation. Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector - supported by the Guide Pins - then drops down to its operational position. The glass bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, activating the sprinkler and allowing water to flow. Installation The TYCO Series RFII 5.6 K-factor, "Royal Flush II" Concealed Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler In- let with consequent leakage or impair- ment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler by under- or over-tightening the Sprin- kler/Support Cup Assembly. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler only in the pendent position with the center-line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 4. Wrench-tighten the sprinkler using only the RFII Sprinkler Wrench. (Refer to Figure 3.) Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the 'Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and MANUFACTURER DEFLECTOR COVER PLATE PRESET GAP IN DROPPED RETAINER 3/32' (2,4 mm) POSITION ASSEMBLY COVER PLATE DIAMETER DIMENSION A 3/16" to 11/16" (4,8 to 17,5 mm) REFERENCE COVER PLATE PROFILE DEPTH DIMENSION B 3-1/4 inches (82,6 mm) C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm) 3/16 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS TFPI8I Page 3 of 4 FACE OF SPRINKLER FITTING SPRINKLER SUPPORT CUP ASSEMBLY 1/2 (12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING SURFACE CLEARANCE HOLE - DIAMETER - DIMENSION C Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. As long as the Protective Cap remains in place, the system is considered "Out of Service" Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) di- ---ameter -clearance hole-and -in - prepa--- ---- -- ration for installing the Cover Plate! Retainer Assembly, remove and dis- card the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, proceed to Step 8. To attach the Air and Dust Seal, verify the angle of the outside edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. Step 8. Screw on the Cover Plate/ Retainer Assembly until the Retainer (shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position. If you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer As- sembly sufficiently to contact the ceil- ing, you must reposition the Sprinkler Fitting. TFPIBI Page 4 of 4 SUPPORT SPRINKLER FACE OF ORIENT BEVEL AS COVER SHOWN PLATE AND DUST J SEAL LIP OF COVER RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551) Care and Maintenance The TYCO Series RFII 5.6 K-fac- tor, "Royal Flush II" Concealed Pen- dent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceil- ing requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leak- irxhibitingvisible sig5frrb Sian must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Exercise care to avoid damage to sprinklers before, during, and after in- stallation. Replace sprinklers damaged by dropping, striking, wrench twisting, wrench slipping, or the like. Also, re- place any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to the Installation section.) Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name. Sprinkler/Support Cup Assembly Specify: Series RFII (specify SIN), K=5.6, "Royal Flush II" Pendent Sprin- klers (specify) temperature rating and (specify) finish, P/N (specify). 155°F (68°Cl 200°F (93°C TY3531 51-792-1-155 51-792-1-200 TY3551 51-790-1-155 51-790-1-200 Separately Ordered Cover Plate/ Retainer Assembly: Specify: (temperature rating from be- low) Series RFII Concealed Cover Plate with (finish), P/N (specify). 139°F (59°C)(a) 165°F (74°C)(b) Grey White (RAL9002) .... 56-792-0-135 56-792-0-165 Brass..........56-792-1-135 56-792-1-165 Pure White (c) (RAL9010) .... 56-792-3-135 56-792-3-165 Signal White (RAL9003).... 56-792-4-135 56-792-4-165 Jet Black (RAL9005) .... 56-792-6-135 59-792-6-165 Brushed Chrome ........56-792-8-135 56-792-8-165 Chrome. . ...... 56-792-9-135 56-792-9-165 Custom ........56-792-X-135 56-792-X-165 For use with 155° F (680c) sprinklers. For use with 200°F (93°C) sprinklers. Eastern Hemisphere sales Only. Sprinkler Wrench Specify: RFII Sprinkler Wrench, P/N 56-000-1-075. Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1-001. If you must remove a sprinkler, do not reinstall it or a replacement without re- installing the Cover Plate/Retainer As- sembly. If a Cover Plate/Retainer As- sembly becomes dislodged during service, replace it immediately. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or sprinkler manu- facturer rgaLngany_qutiQns. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. A two-piece Style 15 Recessed Escutcheon with recessed adjust- Identification ment up to 5/8 inch (15,9 mm) from the-flush -pendent-position.- -- A two-piece Style 20 Recessed Escutcheon with recessed adjust- TY313 .......Upright 5.6K, 1/2" NPT ment up to 1/2 inch (12,7 mm) from -*TY323 ...... Pendent 5.6K, 1/2"NPT the flush pendent position. The adjustment provided by the Technical Recessed Escutcheon reduces the accuracy to which the fixed pipe drops Data to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. tqco Fire Protection Products Worldwide I www.tyco-fire.com Contacts Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TV-FR B, 5.6 K-factor, Upright (1Y313) and Pendent (1Y323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TV- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. : tarts — Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/barl/2) FEBRUARY 2014 '11~ Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* I (11,1mm) mm) MAKE-IN _____ : I NOMINAL (502 5 I 7/16 (50,8 mm) (34,9 mm) 2" I - IY' 1-3/8 __ _9F1 1 / NPT** DEFLECTOR* 1/2 2-7/8" (73,0 mm) DIA. ' CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 / SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation Installation The glass bulb contains a fluid which the rated temperature is reached, the expands when exposed to heat. When fluid expands sufficiently to shatter the The TYCO Series TY-FRB, 5.6 K-factor, Sprinklers must be installed in accor- dance with this section. Upright (1Y313) and Pendent (1Y323) glass bulb, allowing the sprinkler to General Instructions activate and water to flow. Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss Design of liquid from the bulb. With the sprin- kler-held Criteria ble should be present. The diameter of the air bubble is approximately 1/16 The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. / WRENCH RECESS / (USE ONLY ND FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH inch (1,6 mm) for the 135°F 57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. 2-7/8 DIA. (73,0 mm) 2-1/4 DIA. FACE OF 57,2 mm) SPRINKLER FITTING 5/8" (15,9 mm) FLUSH 3/8±5/16' (9,5±7,9 mm) / (3 2 mm) 1\_ MOUNTING SURFACE CLOSURE SERIES MOUNTING 1-3/8' (34,9 mm) TYFRB PLATE 3/4' (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8' DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING (57,2 mm) 5/16±1/4" 1/2' (12,7 mm) (7,9±6,4 mm) FLUSH MOUNTING IIQ / '-4") \ SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 7/8' (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (95 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Careand. Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFPI72 Page 4 of 4 PIN* 77 - XXX - X - XXX I SPRINKLER I TEMPERATURE I FINISH I RATINGS SIN 1 NATURAL BRASS 370 I 5.6K UPRIGHT (1/2NPT) TY313 3 PURE WHITE (RAL9010)°° POLYESTER 371 5.6K PENDENT (1/2NPT) TY323 POLYESTER SIGNAL WHITE (RAL9003) 175 175-F (79-C) * Use suffix "I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I - ** Eastrn Hemisphere sales only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F(57°C) 155 155°F(68°C) 200 200°F (93°C) 286 286°F (141°C) 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 Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1 -215-362-0700 Copyright 0 2014 Tyco Fire Products, LP. All rights reserved. V11:0TEFLON is trademark of The DuPont Corporation. Fire Protection Products The TYCO Series TY-FRL, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response, standard cover- age, solder type spray sprinklers de- signed for use in light and ordinary hazard commercial occupancies such as banks, hotels, shopping malls, schools, hospitals, etc. The recessed version of the 2.8 and 5.6 K-factor, Series TY-FRL Pendent Sprinkler, where applicable, is intend- ed for use in areas with a finished ceil- The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. ing. It uses a two-piece Style 20 (1/2 inch NPT) Recessed Escutcheon. The Sprinkler Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment Identification or up to 1/2 inch (12, ad- justment from the flush pen Numbers dent position. The adjustment provid- ëd by the Recessed Escutcheon re- TY1121 ...... Upright 2.81K, 1/2"NPT duces the accuracy to which the fixed pipe drops to the sprinklers must cut. An intermediate level version of the - 5.6 and 8.0 K-factor, Series TY-FRL Pendent Sprinkler can be obtained by utilizing the Series TY-FRL Pen- dent Sprinkler in combination with the Model S4 Shield. General Description IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. WITIOMM The Series TY-FRL Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. TY4121 ...... Upright 8.0K, 3/4"NPT TY4221 .... Pendent 8.0K, 3/4"NPT TY1121 'is a redesignation for S1879 and G8973. TY1221 is a redesignation for S1880 and G8971. TY3121 is a redesignation for S1864 and G8974. TY3221 is a redesignation for S1865 and G8972. TY4121 is a redesignation for S1866 and G8174. TY4221 is a redesignation for S1867 and G8172. Page 1 of 6 OCTOBER 2013 TFPI3O tqco Fire Protection Products Worldwide Contacts www.tyco-fire.com Series TY-FRL - 2.8, 5.6, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage DEFLECTOR * 2-11/1€ (68,3 mr 7/16 (11,1 mm) NOMINAL MAKE-IN DEFLECTOR * TFPI3O Page 2 of 6 - Temperature rating ** Pipe thread connections per 1 - Frame 5 - Link 7 - Button is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Strut Assembly 8 - Seal Deflector. special request. 131 AT o -ri 3 - Deflector* 6 - Ejection 9 - Bushing SURFACE 4 - Hook Spring F AREA 2-11/16 6 (68,3 mm) WRENCH 2 I (50,8 mm) \ I STYLE 20 RECESSED 4 ESCUTCHEON WRENCH DEFLECTOR* - 2-7/8 (73,0 mm) DIA.Q* FLANGES UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TYII2I) AND PENDENT (TY1221) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT * Temperature rating ** Pipe thread connections per 1 - Frame 5 - Link 7 - Button is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Strut Assembly 8 - Seal Deflector. special request. 131 ATP QPAT1K1f_'3 - Deflector* 6 - Ejection SURFACE 4 - Hook Spring WRENCH 2-11/16 __________ AREA .683m (11,11 mm) NOMINAL I STYLE 20 RECESSED ESCUTCHEO NPT** f WRENCH DEFLECTOR* a- 2-7/8 (73,0 mm) DIA. FLANGES UPRIGHT PENDENT RECESSED PENDENT CROSS SECTIONS FIGURE 2 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TY3121) AND PENDENT (TY3221) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT 1/2 NPT** 1 *1 TFPI3O Page 3 of 6 DEFLECTOR * CEILING PLATE 1 - Frame 6 - Ejection • SEATING SURFACE 2 - Strut Spring 3 - t ______ // T WRENCH j7 1 Assembly Deflector*7- Button 4-Hook 8-Seal 5 - Link 2-13/16 ________ (71,4 mm) AREA.J8 1/2 f 2-15/16 * Temperature rating is (12,7 mm) (74,6 mm) ______ indicated on Deflector. NOMINAL MAKE-IN 2-3/16 4--"I ** Pipe thread connections (55,6 mm) I J' per ISO 7-1 can be provided on special request. 3* 3/4 NPT \_DEFLECTOR* FLANGES UPRIGHT PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY-FRL UPRIGHT (TY4121) AND PENDENT (TY4221) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Operation Installation The fusible link (heat collector) assem- The TYCO Series TY-FRL Sprinklers bly is comprised of two halves that must be installed in accordance with are joined together by a thin layer of this section. solder. When the rated temperature A leak .tight 1/2 inch NPT sprinkler is reached, the solder melts and the joint should be obtained with a torque two link halves separate, allowing the of 7 to 14 ft./lbs. (9,5 to 19,0 Nm). A sprinkler to operate. leak tight 3/4 inch NPT sprinkler joint The TYCO Series TY-FRL Pendent kler inlet and cause leakage or impair- for fire protection systems designed in and Upright Sprinklers are intended ment of the sprinkler. accordance with the standard instal- Design- ---riteria - - should be obtained with a torque of 10 levels of torque may distort the sprin- Do not attempt to make-up for insuf- ficient adjustment in the escutcheon lation rules recognized by the appli- plate by under-or over-tightening the cable Listing or Approval agency (e.g., sprinkler. Readjust the position of the UL Listing is based on the require- sprinkler fitting to suit. ments of NFPA 13, and FM Approval is based on the requirements of FM's Series TY-FRL Pendent and Upright Loss Prevention Data Sheets). Only Sprinkler Installation the Style 20 Recessed Escutcheon, as The Series TY-FRL Pendent and Up- applicable, is to be used for recessed right Sprinklers must be installed in pendent installations. accordance with this section. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 9 Sprinkler Wrench (Ref. Figure 6). With reference to Figures 1, 2, and 3, the W-Type 9 Sprinkler Wrench is to be applied to the wrench area. Technical Data Approvals UL and C-UL Listed. FM, NYC, and LPCB Approved. (Refer to Table A for complete approval information includ- ing corrosion resistant status.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psi112 (40,3 LPM/barl'2) K = 5.6 GPM/psi1/2 (80,6 LPM/barl/2) K = 8.0 GPM/psi112 (115,2 LPM/bari'2) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame .......................Bronze Strut .............. ...........Monel Deflector ..................... Bronze Hook.........................Monel Link Assembly .................Nickel Ejection Spring................Inconel Button.......................Bronze Seal .......................TEFLON Bushing (2.8K only) .............Brass TFPI3O Page 4 of 6 SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME -----RA-TlNG-- --COLOR -BRASS— —PLATED— ______________ CODE PENDENT 165°F (74°C) Unpainted (TY1221) 212°F (1 00°C) White 2.8 UPRIGHT 165°F (74°C) Unpainted NPT (TY1I21) 1,2,5 212-F (100'q White RECESSED 165°F (74°C) Unpainted PENDENT 212°F (100°C) White (TY1221 w/Style 20) PENDENT 165°F (74°C) Unpainted 1, 2, 3,4, 5 (TY3221) 212°F (100°C) White 1, 2, 3, 5 5.6 UPRIGHT 165°F (740C) Unpainted 1, 2, 3,4, 5 NPT (TY3121) 212°F (100°C) White 1, 2, 3, 5 RECESSED 165°F (74°C) Unpainted PENDENT 1,2,5 (TY3221 wlStyle 20) 212°F (100°C) White PENDENT 165°F (74°C) Unpainted 8.0 (TY4221) 212°F (100°C) White 1,2,3,5 UPRIGHT 165°F (74°C) Unpainted NPT (TY4121) 212-F (100-C) White NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. _Approved by the Loss Prevention Certification Board (LRCB Ref.,No..094a103) as Quick Response- Sprinklers. Approved by the City of New York under MEA 112-04-E. TABLE A LABORATORY LISTINGS AND APPROVALS Series TY-FRL Recessed Pendent Sprinkler Installation The..SeriesJX-FRLRecessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 20 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 12 Recessed Sprinkler Wrench (Ref. Figure 7). With reference to Figure 1, or 2, the W-Type 12 Recessed Sprin- kler Wrench is to be applied to the sprinkler wrenching flanges. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20Escutch- eon over the Series TY-FRL Sprinkler and push the Escutcheon over the Mounting Plate until its flange comes in contact with the ceiling. 1/2±1/8' 2-7/8" DIA. _ 1/2(12,7mm) (12,7±3,2 mm) I (73,0 mm) 1/4" (6,4 mm) I FACE OF 2-1/4' DIA. MOUNTING PLATE SPRINKLER 57,2 mm )1/8" FITTING MOUNTING SURFACE U "•"- ") TM 4,5 t t 1-3/4(44,5mm) 1-1/2" (38,1 mm) CLOSURE TY-FRL FIGURE 4 SERIES TY-FRL (TY1221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 1/2±1/8" 2-7/8" DIA. 1/2" (12,7 mm) (12,7±3,2 mm) (73,0 mm) I 1/4" (6,4 mm) I FACE OF 2-1/4" DIA. MOUNTING PLATE I SPRINKLER 57,2mm 1/8 FITTING MOUNTING SURFACE I = t I - _13/4(44,5mm) 1-1/2" (38,1 mm) CLOSURE TY-FRL FIGURE 5 SERIES TY-FRL (TY3221) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT TFPI3O Page 5 of 6 Care and Maintenance The TYCO Series TY-FRL Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection sys- tem main control valve for maihte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fiéd or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- WRENCH RECESS PUSH WRENCH UP TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 12 RECESSED SPRINKLER WRENCH tection Association (e.g., NFPA 25), in addition to the standards of any oth- er authorities having jurisdiction. The installing contractor or sprinkler man- ufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, test- ed, and maintained by a qualified In- spection Service in accordance with local requirements and/or national codes. TPFI3O Page 6of6 P/N 58- XXX - X - XXX TEMPERATURE 973 2.8K UPRIGHT (1/2"NPT) SIN_INKLER TY1121 NATURAL BRASS RATING ________________ I I 981 2.8K PENDENT (112'NPT) TY1221 CHROME 165 165°F(74°C) ___ 974 5.6K UPRIGHT (1/2'NPT) TY3121 212 212-F (100-C) _ 982 5.6K PENDENT (112'NPT) TY3221 174 8.0K UPRIGHT (3/4"NPT) TY4121 172 8.0K PENDENT (3/4"NPT) TY4221 TABLE B SERIES TY-FRL PENDENTAND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRL (specify SIN), (specify K-factor), (specify Up- right, Pendent, or Recessed Pendent) éify) - temperature rating, (specify type of finish), P/N (specify from Table B) Recessed Escutcheon Specify: Style 20 Recessed Es- cutcheon with (specify*) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 9 Sprinkler Wrench, P/N, 56-000-1-849 Specify: W-Type 12 Sprinkler Wrench, P/N 56-798-1-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. - tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products tqca Fire Protection Products Worldwide Contacts Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics General Description The TYCO Model BB (Back to Back), SD (Single Directional), HIP, and AP (Attic Plus) Specific Application Sprin- klers for Protecting Attics are fire sprinklers for combustible and non- combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Applica- tion Combustible Concealed Space Sprinkler having specific applica- tion criteria for its use with the Mod- els BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces, and when compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branch- line-materials and the associated in- stallation labor. The Specific Applica- tion Sprinklers for Protecting Attics have undergone the most extensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific application guidelines for use as special sprinklers as defined by the National Fire Protection Associa- tion (NFPA). The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The restricted spacings of Standard Spray Sprinklers used within attics is described in the 2007 edition of NFPA 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4: IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in combustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes (Ref. Table A) The Specific Application Attic Sprin- klers provide the best level of pro- tection, and control cost by eliminat- ing the need for additional sprinklers and branchline piping. In many cas- es, an attic can be entirely protected with just one line of piping located be- low the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Direc- tional) or-Model-HIP Sprinklers,-one line of either of these sprinkler types is sufficient at each area being cov- ered. For example and assuming the use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 roof pitch, designed to the 2007 edition of NFPA 13, would require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line running below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branch- lines saves the cost of the pipe, fit- tings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler tech- nology is the reduction in system volume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly allow for quicker water deliv- ery times, eliminating the need for an accelerator. AUGUST 2014 TFP6IO TFP6IO Page 2 of 28 I Components: - I I 1-Frame 4 -Bulb I 2 - Button 5 - Compression I I 3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 1-5/8' (57,2 mm)________ J_(413 mm)H 1-1/8 13 /16' (28,6 mm) (20,6 mm) W 2-1/8 54,0mm) D F J 1/2"(12,7mm) 3/4" NPT NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BBI, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4' i 1-5/8' - (57,2 mm) [(41,3 mm) 1-1/8' I 13/16" (28,6 mm) 20,6 mm)b FLOW \ FLOW - 2-1/8' 2 (54,0 mm) /[[TjTjjN 3 THREAD RELIEF L' 7/16(11,1 mm)J / 1/2" NPT / NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BB1, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 1-10 1-9/16" j _ 2-1/4" ________(39,7 mm)1 (57,2 mm) ii 9 1-1/8" (28,6 mm) 8 7 I FLOW -' FLOW I_- 2-1/2" (63,5 mm) [J I FRAME 6 ARMS WRENCH 1/2" 2 3 4 7/16" HEX NPT (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE B MODELS BB I, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I Components: 1 - Body 5 - Compression 8 - Deflector I I 2 - Cap Screw 9 - Rivet I I 3 - Sealing 6 - Lever 10 - Link I I Assembly 7 - Deflector Assembly 4 - Saddle Frame I 1-5/16" 2-1/8" (33,3 mm) - (54,0 mm)______ 1-5/16" 8 mm) F- 10 I FLOW 'I\ 7 FRAME- 6' ARMS 3" (76,2 mm) 7- I 2 1 7/16' (11,1 mm)J WRENCH 1/2" NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE D MODELS SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP6IO Page 3 of 28 Components: 1 - Frame 4 - Bulb Button 5 - Compression Sealing Screw Assembly 6 - Deflector 2-1/8 i 2" (54,0 mm) - [(50,8 mm) 1-1/16 _J 1-1/4 (27,0 mm) mm) F L JCO~W 3 THREAD RELIEF 7/16(11,1 mm)] 1/2" NIPT NOMINAL WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 5 - Compression 2 - Sealing Screw Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring - 1-11/16" (42,9 mm) DRINKLER / FRAME ( ARMS 2-1/4" (57,2 mm) RENCj FLATS 1/2 NPT 7/16 (11,1 mm) NOMINAL MAKE-IN CROSS SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS HIP Sprinkler The HIP Specific_Application Attic Sprinkler (Figure E) covers the area of the hip in the attic. This is a slight- ly different concept than the BB (Back to Back) or SD (Single Directional). The HIP Sprinkler is located along the. slope running down the hip, and throws a 90° pattern toward the out- side eaves. This, pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rath- er it throws most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typically spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprin- kler, the framing must be perpendicu- lar to the outside wall (Ref. Figure 12) and the maximum throw cannot ex- ceed 28 feet (8,5 m) measured hori- zontally. The HIP, unlike the BB (Back to Back) and SD (Single Directional), is installed with the deflector parallel with the slope. There is only one mod- el with flows and pressures for two tation and not angled with the siope. different spacings. (Achieving the vertical upright orien- tation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and paral- lel to the roof hip.) There are three (3) different models (SD1, SD2, and SD3) that account for different roof slopes. The other Cost reduction is the Listing ofBlazeMaster CPVCfor use in attic spaces to feed the wet system Spe- cific Application Sprinklers for Pro- tecting Attics, as well as to feed the wet system sprinklers below the ceil- ing. Traditionally, BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of us- ing CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four (4) models of the Spe- cific Application Sprinklers for Pro- tecting Attics - BB (Back to Back Dual Directional), SD (Single Directional), HIP, and AP (Attic Plus). The BB (Back to Back) and SD (Single Directional) Sprinklers have three (3) separate ver- sions that are used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. Table A). BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application At- tic Sprinkler (Figures A, B & C) throws a narrow but long pattern. The nar- row spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9,1 m) in each directionwhenmeasured horizontal- ly. There are three (3) different models (i.e., BB1, BB2, and BB3) that account for different roof slopes, and each model is provided in one of three dif- ferent orifice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Model SD (Single Directional) Specific Application Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, un- like the Model BB, the Model SD only throws in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 13). In this case, the SD (Single Directional) would be used on one side of the slope and AP Sprin- klers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in, a vertical upright orien- The owner is responsible for main- taining their fire protection system and devices in proper operating con- - '-'-' ---ditionContact the installing-contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY4180* - BB1, K=8.0 TY4181* - BB2, K=8.0 TY4182* - 13133, K=8.0 TY3180* - BB1, K=5.6 TY3181* - BB2, K=5.6 .6 =TY3183* SDII, -F1r-1!i1m TY2190 -AP, K=42 TFP6IO Page 4of28 AP Sprinkler (Attic Plus) The AP Sprinklers' are to be installed in the upright orientation with their de- flector parallel to the roof. The Model AP Sprinklers (Figure F) are intended to be used to provide protection of at- tic areas outside the scope of appli- cations for the BB, SD, or HIP Sprin- klers. The AP Sprinklers must only be used in conjunction with other Specific Application Attic Sprinklers, i.e., BB, SD, and HIP, or as permitted in other sections of this document. When used, the AP Sprinklers will pro- vide a hydraulic advantage over Stan- dard Spray Sprinklers for the protec- tion of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. The Specific Application Sprinklers for Protecting Attics described here- in must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. * The "TY" prefix is a re-designation of the previous "C" prefix (e.g., TY4180 is a re-designation for C4180). Technical Data Approvals UL & C-UL Listed (These Approvals only apply to the service conditions indicated in the De- sign Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K8.0 Discharge Coefficient K = 4.2 gpm/psi112 (60,5 Ipm/barL'a) K = 5.6 gpm/p5i1"2 (80,6 pm/bar112) K = 8.0 gpm/psF"2 (115,5 Ipm/bar1"2) Temperature Rating Intermediate Temperature as follows: -200°F (93°C) for BB (K4.2 & K8.0), HIP, AP -212°F (1000C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C & E) Frame ............................Bronze Button.....................Bronze/Copper Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Link c--:----..---'--- Compression Screw .................Brass Deflector.....................Brass/Bronze Physical Characteristics (Figures B & D) Body..............................Brass Cap .............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Saddle ............................Brass Link Assembly ......................Nickel Compression Screw .................Brass Deflector.....................Brass/Bronze Lever.....................Bronze Deflector Frame ............................Bronze Diffuser............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Compression Screw .................Brass Deflector..........................Bronze Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. BB (K=5.6) & SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves sepa- rate, allowing the sprinkler to activate and water to flow. TFP6IO Page 5 of 28 Installation The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. NOTICE Do not install any bulb-type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher lev- els of torque can distort the sprinkler inlet with consequent leakage or im- pairment of the sprinkler. Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be in- stalled in the upright vertical po- sition with the flow arrows on the deflector pointing down the two op- posing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical posi- tiöfith arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline perpendicular to the ridge of the hip roof and with the flow direction ar- rows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is parallel with the slope of the hip ridgeline.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. FIGURE DO NOT GRASP DEFLECTOR L WRENC`1~ H ~ly ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH N. JAW FLANGES N. WRENCH 7A'O ND \ JAW FLANGE ED - NLY FIGURE H W-TYPE 3 SPRINKLER WRENCH For Use with BB (K=8.0) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END JAW FLANGE MARKED A ONLY FIGURE W-TYPE 6 SPRINKLER WRENCH For Use with BB (K=4.2) Sprinklers Step 3. Wrench-tighten the sprinkler using only the wrenches shown in Figures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. WRENCH ENGAG FFILATS E SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH 7"A" END \ JAW FLANGE KED ONLY FIGURE K W- TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH rj rJ HEX APPLY WRENCH TO WRENCH HEX ONLY ~,WR ADJUST ENCH JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (K=5.6) & SD (K=5.6) Sprinklers WRENCH _____ FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES N WRENCH USE END JAW FLANGE MARKED- A'ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (K=4.2 & 5.6) Sprinklers TFP6IO Page 6 of 28 Design Criteria Area of Use Roof structures, combustible and noncombustible, including wood joist/ rafters and wood trussed attics, with a ceiling below. System Type for BB, SD, HIP, or AP Wet using CPVC pipe Wet or dry using steel pipe Note: Use of the 4.2 K sprinklers in dry pipe systems is permitted by sec- tion 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Hazard Light Hazard BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch Refer to Table A for allowable roof spans and roof pitches, as well as for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 & 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 feet (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers (Ref. Figures 14A, 14B&15). BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 feet (1,2 m) as measured along the branchline for BB and SD (Ref. Figure 3) 3 feet (0,9 m) as measured along the branchline for HIP (Ref. Figure 12) 7 feet (2,1 m) between AP Sprinklers BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 feet (1,8 m) on center along the branchline (Ref. Figures 3 & 12) for BB, SD, and HIP For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 6 feet (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 7 feet (2,1 m) from AP to Standard Spray Sprinklers In the slope direction (Ref. Figure 6), 26 feet (7,9 m) from BB or HIP Sprin- klers to AP Sprinklers or Standard Spray Sprinklers BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 inches (558,8 mm) maxi- mum, 16 inches (406,4 mm) minimum (Ref. Figures 2 & 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) (only 4.2K Model BB), 12 inches (304,8 mm) maximum below the peak and a minimum of 1 inch (25,4 mm) below the bottom of top chord or solid wood rafter AP Deflector Position and Roof Pitch 1 to 3 inches (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is a nominal 12 inches (600 mm) or less BB or SD Deflector Installation Position Above Scissor Truss 18 inches (457,2 mm) minimum (Ref. Figure 5) BB, SP, or HIP Minimum Distance .- Away from Trusses Attic Sprinklers must be installed 6 inches (152,4 mm) away from the face of trusses (Ref. Figure 7) SD Distance from Shear Wall or Draft Curtain 4 to 6 inches (101,6 to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2) Draft Curtains Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft curtain. The draft curtain may be constructed of 1/2 inch (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak Use of UL Listed BlazeMaster CPVC Piping with Specific Application Sprinklers for Protecting Attics (Wet Systems Only) BlazeMaster CPVC piping may be used in a combustible concealed at- tic space requiring sprinklers when in- stalled in accordance with the follow- ing guidelines: Note: Where the use of non-combus- tible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insulation. The non-combustible insulation (i.e., fiberglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with BlazeMaster CPVC by consulting www.lubrizol.com. BlazeMaster CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 inches (152,4 mm) of noncom- bustible insulation covering the hor- izontal or vertical pipe (Ref. Figures 9A, 9B & 9C) extending 12 inch- es (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be protected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 inches (152,4 mm) of non-combustible in- sulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 913). Insulation is for fire pro- tection purposes. It is not freeze protection. BlazeMaster-CPVC must - - be installed in accordance with the BlazeMaster installation guide instructions. With reference to Figure 19, Blaze- Master CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by a BB, SD, or HIP Sprinklers lo- cated at a maximum lateral dis- tance of 12 inches (304,8 mm) from the riser centerline BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline BB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 inch- es (152,4 mm) from the branchline centerline BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (152,4 mm) from the branchline centerline A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps TFP6IO Page 7 of 28 DRY PIPE SYSTEM ALLOWABLE ROOF SPAN, MINIMUM MINIMUM PITCH MAXIMUM MODEL K SIN (a) (b) (e) FLOW PRESSURE, ' Rise Over Run (%) WATER Feet m, gpm (1pm) psi (bar) DELIVERY TIME, Seconds BB1 8.0 TY4180 60 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 w60 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 8.0 TY4182 w60 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 >40 (12,2) to :560 (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)t060(18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 w40(12,2) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 :540 (12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 .. JYIR2 40(12,2 25(35) 20.0(1,4) 10:12(83)te12:1(100)_ BB1 4.2 TY2180 :r20 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) BB2 4.2 TY2TUT =_______ 20 (8,1) 13 43) p.0 (0,7) ______ 7:12 (58) Lu I, Uiuii lu: i (i33r 45(d) BB3 4.2 TY2182 :g20 (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 TY3184 >30 (9,1) to :540 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 ]13lR5 3,1) to a4g (12,2) 35 (132) 30.0 (2,7) 10:12 (3) t 12:10 (lflfl) SD1 5.6 TY3183 >10(3,0) to ~30 (9,1) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY31&4 710(3,0) to 230 , ij 25 (95) 20.0 (1,4) to less man 10:12 83 (c) SD3 5.6 TY3185 >10 (3,0) to 30(9,1) 25(95) 20.0 (1,4) 10:12 (83)to 12:12 (100) (c) SD1 5.6 TY3183 10 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 - 5.6. 3Y3184_ i0(3,0) _19(72) _11.5(0,8)__ _7:12(58)toIessthan 10:12 (83)_ -(c)- SD3 5.6 TY3185 10 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 TY3187 >20(6,1) to 2s28 (85) M (12R) 36 g (2.) 412 (33 to 12:12 (100) (c) HIP 5.6 TY3187 ~20 (6,1) 25(95) 20.0 (1,4) 4:12 (33) to 12:12 (100) (c) AP 5.6 TY3190 x 12 (3 10 (3,1) ' ' 6 -See note Minimum (5i (U,4 bar) Minimum 0.10 gpm/ft2 (4,1 mm/min.) Design Density 3:12 (25) to 12:12 (100) 60(d) AP 4.2 TY2190 3:12 (25) to 12:12 (100) 60(d) Notes: The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. The HIP roof span is measured horizontally as shown in Figure 12. Refer to 2007 edition of NFPA 13, Section 7.2.3. Maximum water delivery time for all size of systems. (a) The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP6IO Page 8 of 28 BlazeMaster CPVC may be used exposed to provide wet system, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A & 17B) where: The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported ad- jacent to the AP Sprinkler, and ver- tical restraint is provided using the CPVC hanger support for horizon- tal pipe runs Vertical sprigs have a maximum exposed length of 10 feet (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 inches (3304,8 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler A minimum 6 inches (152,4 mm) deep of non-combustible insulation extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Figure 17A). If the CPVC branchline is located inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 inches (152,4 mm) deep of noncombustible insula- tion on top of the branchline feed- ing the AP sprigs (Refer to Figure 17B). Insulation is for fire protection purposes. It is not freeze protec- tion. Additional depth of non-com- bustible insulation may be added to reduce the exposed length of the AP sprigs. A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps Mismatched Slopes Refer to Figure 10. Obstructions For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branch lines without the need for sprigs. See the 2007 edition of NFPA 13, 8.8.5.2 for requirements when installed on pipe greater than 2-1/2 inch NPS (DN65). Hydraulic Requirements Refer to Figure 20. To Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured hori- zontally) and the slope of the roof, and then refer to Table A. There is no in- terpolation of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the mini- mum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 feet (2,4 m) does not apply to the AP. Coverage Area Coverage area for the BB (Back to Back) Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline (maximum distance along branchline is 6 feet [1,8 m] re- gardless of the length of the throw). Note The distance along the branch- line may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maxi- mum depending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Di- rectional) Sprinklers is the distance along the branchline multiplied by the distance of the throw down the-slope-Regardless of thethrow; the maximum distance along the branchline is 6 feet (1,8 m), the max- imum throw measured horizontally is 40 feet (12,2 m), and the maxi- mum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprin- klers is the distance down the larger slope multiplied by two, and 'multi- plied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the dis- tance between the branchlines. The maximum spacing is 10 feet (3,1 m) perpendicular to the slope and 12 feet (3,6 m) parallel to slope, and as measured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. The maximum spacing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprin- klers use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provid- ed in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13). Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m) and up to 60 feet (18,3 m) is required, use the 8.0 K-factor, BB,Sprinklersior,educe - the pressure required. If pressure is not a concern, use the 5.6 K-fac- tor, BB Sprinklers to minimize over discharge. If less than 20 feet (6,1 m) is re- quired, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements Determine the distance along the slope. If the distance is not equal, Use the longer side. Multiply the lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will de- termine the maximum spacing along the ridge. The maximum dis- tance is 6 feet (1,8 m). For exam- ple, a 12:12 slope at the maximum span of 60 feet (18,3 m) will produce a slope length of approximately 42.5 feet (13,0 m). That number multi- plied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 rn) throw only allows a 4 feet 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. TFP6IO Page 9 of 28 Care and Maintenance The TYCO Specific Application Sprin- klers for Protecting Attics must be maintained and serviced in accor- dance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or product manu- facturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion 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. for the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view must be ac- counted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Model (specify), (specify) K- factor, SIN (specify), Specific Applica- tion Attic Sprinkler, P/N (specify): BB1 (K=8.0), TY4180 ..................PIN 51-623-1-200 BB2 (K=8.0), TY4181 ...................PIN 51-621-1-200 003 (K=8.0), TY4182 ..................PIN 51-622-1-200 BO1 (K=5.6), TY3180 ..................PIN 50-601-1-212 BB2 (K=5.6), 1Y3181 ..................PIN 50-602-1-212 BB3 (K=5.6), 1Y3182 ..................P/N 50-603-1-212 BO1 (K=4.2), TY2180.::...:P/N50-620-1-200 - BB2 (K=4.2), 1Y2181 ..................P/N 50-621-1-200 BB3 (K=4.2), 1Y2182 ..................P/N 50-622-1-200 SD1 (K=5.6), 1Y3183 ...................P/N 50-611-1-212 SD2 (K=5.6), TY3184 ...................PIN 50-612-1-212 SD3 (K=5.6), TY3185 ..................PIN 50-613-1-212 HIP (K=5.6), TY3187 ..................P/N 51-620-1-200 AP (K=5.6), TY3190 ..................P/N 50-625-1-200 AP (K=4.2), TY2190 ..................PIN 50-624-1-200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 For SD Sprinklers (Single Directional) Determine the throw needed. As the 400 ft2 (37,2 m2) is not a fac- tor with the SD Sprinklers, the max- imum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 & 11). (The reason 400 ft2 is not an issue with the single di- rectional is because, at its max- imum spacing, 6 feet [1,8 m] on center / covering 40 feet [12,2 m] flat / a 12:12 slope / and the throw being 56.5 feet [17,2 m], the 400 ft2 [37,2 m2] maximum would not be exceeded.) Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For HIP Sprinklers Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13) From the intersection of the top of the hip and the ridge, the maximum distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that ---point as -possible,--but-no -further, - while staying 6 inches (152,4 mm) away from the face of the truss- es. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to In- stallation Section.) TFP6IO Page 10 of 28 ROOSAN (COVERAGE) 6' (152,4 mm) MAX. 4' (101,6 mm) MIN. H FROM WALL ROOF SPAN CK rAP (COVERAGE) -i SEE FIG. iii BACK TO BACK SPRAY SPRINKLER SPRINKLER STANDARD SINGLE DIRECTIONAL TRUSS SCISSOR SPRINKLERS 12 TRUSS /7 SEE 4-12 r 22" (558,8 mm) MAX. FIG 11 16' (406,4 mm) MIN. DRAFT - - - - - - - - I BOTTOM OF SHEATHING_1 FULL WALL TO DECK 8" CURTAIN TO DECK (203,2 mm) FIGURE 1 FIGURE 2 6-0" (183 m) MAXIMUM i 7-0" (2,1 m) MIN. FOR AP SPRINKLERS 4-0" (1,22 m) MINIMUM I I • 6-0" (1,8 m) MINIMUM FOR I STANDARD SPRAY SPRINKLERS I II II II II 11 11 11 II II II II II II ',,, II II II II BBorSDAUIC Ii II IISPRINKLERS II RIDGE II II II ATTIC II SPRAY SPRINKLER SPRINKLER I RIDGE II II II II II II II 1 BRANCH II II II II U II II 1 II H BRANCH II II II II LINE II II II II II LINE II II It II II II TRUSS —1 I II II CEILING II II II II II II II II II II II II II II 1 II II II II TRUSS —II II II CEILING II II II ' II II II II 1 II II II II I ii FIGURE 3 FIGURE4 22" (558,8 mm) MAX. BB, SD or HIP ATTIC BB, SD or HIP 16" (406,4 mm) MIN. SPRINKLER ATTIC -or- STANDARD FOR A ROOF PITCH TRUSS 18" MIN. LESS THAN 4:12(33%), (457,2 mm) 12"(304,8 mm) MAXIMUM SPRINKLER 26-0" (792 AP or MINIMUM STANDARD BELOW PEAK AND 1 " (25,4 mm) MINIMUM ' SPRAY SPRINKLERS BELOW BOTTOM OF TOP CHORD OR RAFTER SCISSOR ' /7NTRUSS FIGURE 5 FIGURE 6 6' (152,4 mm) 6(152,4mm) MINIMUM MAXIMUM BB or HIP ATTIC SPRINKLER II II II H II BB,SDorHIP II II II II SPRINKLER 1"N II RIDGE II II I 22' (558,8 mm) MAX. \ I II I II 16" (406,4 mm) MIN. II I I I BRANCH II I I BOTTOM OF SHEATHING II I LINE II II II II TRUSS - 11 CEILING II II FIGURE 7 FIGURE 8 TFP6IO Page 11 of 28 ATTIC 12MIN. I 12'MINrj F(3o48 mm) (304,8 mm) SPRINKLER PROTECTED SPACE y~ 7w, 6'. MIN. (152,4 mm) CEILING / / T NON-COMBUSTIBLE / INSULATION FOR FIRE JOIST / PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION A I OPTION B SPACE 6MIN.J\1 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 V (152,4 mm) CEILING JOIST CEILING CPVC PIPE ELATION L & FITTINGSCHANGE 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 \\ TO ROOF DECK 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 HORIZONTAL COVERAGE ON - •••-••i CEILING ROOF JOIST JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON HORIZONTAL MAXIMUM 2 (50 mm) VENT PERMITTED TOP OF INSULATION NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT AT EAVE 3-0' (0,9 m) MAX. ON HIP SLOPE TFP6IO Page 12 of 28 7-6' (2,3 m) MAX. HORIZONTAL HIP SPRINKLERS PROTECT AREA ON BOTH SIDES OF HIP RIDGE RAFTERS IN HIP SLOPE AREA PERPENDICULAR TO OUTSIDE WALL OUTSIDE FIGURE 12 HIP ROOF INSTALLATION WITH RAFTERS FRAMED PERPENDICULAR TO OUTSIDE WALL (SHOWN WITH HIP SPRINKLERS PROTECTING HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) BACK TO BACK I I I SPRINKLERS MAXIMUM WALL - - -. - 28-0" (8,5 m) - - HORIZONTAL HIP RIDGES - 6-0" (1,8 m) MAX. I SEE FIG. 11 3-0' (0,9 m) MIN. ON HIP SLOPE 6-0" (1,8 m) MAX. ..j 6-0"(1,8 m) MAX. STANDARD SPRAY I I I SPRINKLERS INSTALLED I PER NFPA13IN HIP SLOPE I I I* BACK AREA WHEN TRUSSES I i - TO BACK ARE FRAMED PARALLEL I I i SPRINKLERS TO OUTSIDE WALL I I I I I I TRUSSES IN HIP SLOPE - PARALLEL TO OUTSIDE WALL I SLOPE I lLiL ROOF SLOPE IT iI..T OUTSIDE WALL —I I I I..... MAXIMUM I II / I I RIDGE LINE 40-0" (12,2 m) SINGLE ... HORIZONTAL - DIRECTIONAL ,/, I 3.-O.(O,9m) ROOF SPAN SPRINKLERS I I I I MAX. ON (COVERAGE) HIP SLOPE HIP RIDGES I / 3-0" (0,9 n) ') MAX. ON .__/ CPVC PIPE MAYBE USED IN SHADED AREA ONLY HIP SLOPE I FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) WHERE AN AREA (SHOWN NON-SHADED) ._ISPROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) 11 OF,1 R DELN STANDARD SPRAY 1 1 h- 6b0 (1,8 m) MAX. SPRINKLERS INSTALLED PER NFPA13IN HIP SLOPE I I I AREA WHEN TRUSSES I I ARE FRAMED PARALLEL I--J• I I BACK TO OUTSIDE WALL I I . TO BACK SPRINKLERS I I I I TRUSSES IN HIP SLOPE AREA I // PARALLEL TO OUTSIDE WALL 1 I HIP I I L.H5LOpEI L. I I I ROOF OUTSIDE WALL - I .- I SLOPE 111111 I I I I I WHERE ANAREA I I I Q II I I (SHOWN NON-SHADED) 4-S I I I . I RIDGE LINE IS PROTECTED WITH AP SPRINKLERS, I I I CPVC MAY BE I I I I I USED FOR CEILING I I 4 PROTECTION BELOW JL.JLLJ_ (SEE PAGE 6) . CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP6IO Page 13 of 28 Attic Spaces Greater Than 60 Feet (18,3m) up to 80 Feet (24,4m) Wide, (Ref. Figures 14 & 15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet (24,4 m) wide. NOTE Attics over 80 feet (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A & 14B), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 1413) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (Ref. Figure 15), use 8.0K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. ISEEFIG.111 SEEFIG.11I SD SPAN (TABLE A) BB SPAN (TABLE A) AP 10-0 MAX. SPRINKLERS 10-0 MAX. (3,05 m) BB ATTIC SPACED (3,05 m) SPR AP INKLER 60" SPRINKLER 8-0(2,4 m) AP SPRINKLER S SD ATTIC PRINKLER COVERAGE MAX. /0' ON CENTER (1,83 m) SPRINKLERS ON CENTER FIGURE 14A FIGURE 14B BACK TO BACK (3,0 m) SPRINKLERS SPRINKLERS HIP RIDGES--.j\ •, 101-0 m) AP SPRINKLERS - - RIDGE AT THE EAVES LINE PERIMETER - - - HIP PROTECTION - - - SLOPE - - - I AREA - 71111 I I SPAN -- TABLE A) i•I ....._____ 1O'-0 I (3,0 m CPVC PIPE MAY BE USED IN SHADED I 7-0' to 10-0' AREA FOR CEILING (2,1 mto 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP6IO Page 14 of 28 BB ATTIC SPRINKLER 3-1/2 MIN. (88,9 mm) AIR SPACE 36° IN. (914,4 mm) NO ADDITIONAL 6° MAX. SPRINKLER (152,4 mm) REQUIRED BB ATTIC ANY SPRINKLER DISTANCE GREATER THAN 6" (152,4 mm) I ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE , 14AOR14B) FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler, If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. - BB ATTIC SPRINKLER MINIMUM MINIMUM NO REQUIRED A / 36' (914,4 mm) 67 ADDITIONAL SPRINKLER LI 4'-0/,,.(1,2 M) MAXIMUM FIGURE 16C LESS THAN BB ATTIC 6' (152,4 mm) SPRINKLER 36' (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY )7 REQUIRED (LOCATE I SPRINKLER(S) PER FIGURE 14A OR 14B) G TER ThAN 0N/ 4-' (1,2 m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). Dimension A Distance B Additional Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction Sprinkler Required Beyond Obstruction All Vertical Obstructions <6" (152,4 mm) YES 1/2'-1°(12,7mm-25,4mm) 6(152,4mm) NO 1"-4'(25,4mm-101,6mm) 12" (304,8 mm) NO 4'-8"(101,4mm-203,2mm) 24" (609,6 mm) NO 8"-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) NO 10'0(2300 mm-500 ñn) 10' -. 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(1219,2mm) Any Distance YES 0___ DIMENSION A PER TABLE DIMENSION B PER ADDITIONAL AP TABLE OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE ZL j, 14AOR14B) FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as TFP6IO Page 15 of 28 Figure 16F Area Outside of Mechanical Space or Similar Compartmental Space When a BB Sprinkler is 36 inches (914,4 mm) or greater above the space, and 36 inches (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, Intermediate Level Standard Sprinklers are to be installed to protect the obstructed area. Otherwise,, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprin- klers as necessary— OR - by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compart- mented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar compartmented space. BB ATTIC SPRINKLER 36'(914,4 mm) OR GREATER NO ADDITIONAL 36' (914,4 mm) SPRINKLERS OR GREATER REQUIRED , ZZXXI~' Figure 16G Piggyback Trusses When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clear- ance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 inches (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown. V H 13131 BB2 BB3 0" 0" 0" 0' V>0' V+15" V+10' V+8' 22'(558,8 fm m) MAX. 16' (406,4 m) MIN. BOTTOM STIFFENERS PLANE OF STIFFENERS v 1 \ TOP OF BB ATTIC DEFLECTOR SPRINKLER STANDARD MECHANICAL SPRAYSPRINKLER I SPACE 4' (101,6 mm)TO j 6' (152.4 mm) fl'P. 12" (304,8 mm) TO 36' (914,4 mm) 36' (914,4 mm) OR GREATER INTERMEDIATE LEVEL ATtIC STANDARD SPR SPRINKLER AY SPNKLER T STANDARD IMECHANICAL 4(101,6 mm)TO SPRAY SPRINKLER I SPACE, 6 (152,4 mm)TYP. "I BB ATTIC SPRINKLER STANDARD PRAY SPRINKLER LESS THAN 12' (304,8 mm) / BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA STIFFENERS 3-1/2" MIN. 12" MIN. (88,9 mm) (304,8 mm) AIR SPACE 7-1/ (190,5 mm) ' 12" MIN. (304,8 mm) BB ATTIC LESS THAN SPRINKLER OR 70% OPEN AREA, STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12" (304,8 mm) WIDE, OR STIFFENERS INTERMEDIATE GREATER THAN LEVEL 7-1/2" (190,5 mm) STANDARD WIDE SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND / STANDARD SPRAY PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP6IO Page 16 of 28 3-0' MAX. AP SPRINKLER (0,9 Ap m) SPRIG JOIST \\ 6 (152,4 mm) 12 MIN. ' 12 MIN. (304,8 mm) (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A - __- AP SPRINKLER AP 100" MAX. I _-SPRIG (3,0 nn) U 6 MIN. rJOIST rj (152,4 mm) 12' MIN. / 12' MIN. (304,8 mm) (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS 'MAX. .__ (0,9 m) SPRINKLER -&7- SPRINKLER SPRIG AP SPRINKLER 10-0' MAX. AP (3,0 m) SPRIG FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND JOIST JOIST BRANCHLINE WITHIN JOISTS 6' MIN. / NON-COMBUSTIBLE 6 MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PROTECTION OF CPVC / -•--- ----- ----.- -CEILING PIPE, NOT FREEZE / PIPE, NOT FREEZE PROTECTION_.. CEILINGP-ROTECTION. OPTION A OPTION B OBSTRUCTION OBSTRUCTION AP j_ \ Al \• SPRINKLER AP SPRINKLER -] D 1- A 15 24"(609,6 mm) (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Horizontal Minimum Vertical Distance Distance Below Deflector (A) (B) (:052,4 mm) (76,2 mm) >6'to9' (>152,4 mm to 228,6 mm) (101,6 mm) >9'to12' 6' (>228,6 mm to 304,8 mm) (88,9 mm) >12'to15' 8' (>304,8 mm to 381,0 mm) (203,2 mm) >15' to 18' 9-1/2' (>381,0 mm to 457,2 mm) (241,3 mm) >18' to 24' 12-1/2' (>457,2 mm to 609,6 mm) (317,5 mm) >24' to 30' 15-1/2' (>609,6 mm to 762,0 mm) (393,7 mm) >30 18' (>762,0 mm) (457,2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS B AP SPRINKLER OBSTRUCTION TFP6IO Page 17 of 28 L A = 6 (150 mm) MAX. B = 12 (300 mm) MAX. AR A LE SPRIG NG RAE BRA VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is lim- ited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20A(Pagei9)HRSpthdder FIGURE 20-13: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20-13-2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-B-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SID MODEL AP I BACK TO BACK T SINGLE DIRECTIONAL MODEL HIP OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS TFP6IO Page 18 of 28 FIGURE 20-A-1. BB SPRINKLERS Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). RIDGE -.-. p p p p--•- p p p p DRY SYSTEM SHOWN EDGE ;/• p p p •.—.-p DR' SYSJ EM SF FOWN DRY SYSTEM SHOWN FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most de- manding seven sprinklers, and then calcu- late the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation; -. TFP6IO Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems - Calculate the most de- manding five BB Sprinklers plus two SD Sprinklers. Dry Systems - Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers (see adjacent figure). a OBSTRUCTION RIDGE DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS RIDGE Wet Systems - Calculate the most de- a a a a a a a a a & & manding live SD Sprinklers. T T T T T T Dry Systems - Calculate the most de- WALL OR manding nine SD Sprinklers (see adja- DRAFT CURTAIN cent figure). AT RIDGE DRY SYSTEM SHOWN FIGURE-20-A-5. SD AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most demand- ing nine sprinklers with a maximum of seven to be SD Sprinklers (see adjacent figure). RIDGE 111111111 TV T T T WALL OR Jfi DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers (see adjacent fig- ure). Dry Systems - Calculate the most de- manding nine sprinklers. WET SYSTEM SHOWN TFP6IO Page 20 of 28 FIGURE 20-B-I. SD SPRIN- KLERS & AP SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most de- manding calculation. Dry Systems - Calculate the most demanding nine SD Sprin- klers, and then calculate the most demanding seven AP Sprinklers. Usethe most demanding calcu- lation (see adjacent figure). I I I I I I I I I I * £ I RIDGE . S S S • V V V V TV TV V VT T\V WALLS OR DRAFT CURTAINS DRY SYSTEM SHOWN S u •••• . RIDGE S S •' • S • • DRY SYSTEM SHOWN FIGURE 20-B-2. BR OR SD SPRINKLERS & AP SPRIN- KLERS AT THE EAVES OR BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see DRY SYSTEM SHOWN adiacent fioures'. I I I * * 111111 DRY SYSTEM SHOWN AREA AREA 1 AREA --I WITH AP I WITH BB • I WITH AP SPRINKLERS SPRINKLERS SPRINKLERS STAGGERED / SPACING WHEN I MORETHAN ONE ROW /. 0 /**.b . S MINIMUM SEPARATION 15-0 (4,6m) 15-0' (4,6 m) TFP6IO Page 21 of 28 FIGURE 20-B-3. BB SPRINKLERS & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. FIGURE.20-B-4. BB SPRIN- KLERS, SD SPRINKLERS, HIP SPRINKLERS, & AP SPRIN- KLERS AT THE HIP WALL OR Where the total number of AP DRAFT Sprinklers at the hip is four or less: CURTAIN Wet Systems - Calculate the most -demanding - five BB, -SD.......... or HIP Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the .most demanding nine BB, SD, or HIP Sprinklers plus up to two most (-hm2ndinc1 AP Snrinklrs (Of the rune BB, SD, or HlSrn-AREA 2 T H AP klers, calculate up to a maximum SPRINKLERS of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. Dry Systems - Calculate up to the most demanding nine BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. RDGE • • DRY SYSTEM SHOWN AREA 1 AREA 3 WITH BB&SD WITH AP SPRINKLERS SPRINKLERS FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS & AP SPRINKLERS INA DORMER, ATA CROSS, AT A HIP, ORATANELL Where the quantity of AP Sprin- klers in each dormer, cross, or ell is four or less (see adjacent fig- ure) and all of the dormers, cross- es and ells meet the maximum four AP Sprinkler criteria, calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru 13-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprin- klers in any dormer, cross, or ell is greater than four, refer to Figure B-3. SF (4 AP NKLERS R LESS) .\ •\ RIDGE WALL DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE TFP6IO Page 22 of 28 FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS & AP SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). Dry Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). TFP6IO Page 23 of 28 FIGURE 20-C- 1. SD SPRINKLERS & STANDARD SPRAY SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most demand- ing seven Standard Spray Sprinklers. Use the most demanding calculation (see adjacent figures). I I I I & I I I L* I RIDGE . . . . S S • T T T V V\T I WALLS C DRAFT L,LJr1 itiiNS DRY SYSTEM SHOWN FIGURE 20-C-2. BB SPRINKLERS & STANDARD SPRAY SPRINKLERS BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers (see adjacent figures). DRY SYSTEM SHOWN TFP6IO Page 24 of 28 FIGURE 20-C-3. BB SPRINKLERS & STANDARD SPRAY SPRIN- KLERS AT THE HIP Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers, and then calculate the most demanding re- mote design area (including all sprinkler types) per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceil- ings). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers, and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings and 30% increase for dry systems). Include all sprinkler types within this area (see adjacent figure). Use the most demanding calculation. FIRST CALCULATION .\ •\\\\ RIDGE /• •----• 0 0 0 -+ e e ••/ / /•. __ DRY SYSTEM SHOWN SECOND CALCULATION • 0 •( • 235,5 SQ. S1LTLRS /•• ___ DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. TFP6IO Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRINKLERS, & STANDARD SPRAY SPRINKLERS AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers. Dry Systems — Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers, and then calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase - for-sloped ceilings). Use the most-de-- manding calculation. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area (see adjacent figure). WALL OR DRAFT CURTAIN RIDGE :I' • . -.-_I a DRY SYSTEM SHOWN FIRST CALCULATION /• I RIDGE I- '<V /1 DRY SYSTEM SHOWN SECOND CALCULATION I • Nj RIDGE I I ----+ 25T.5 30. FT. (2.1355 GO. N.(ETERG( - DRY 8YETRt.4 SHOWN NOTE: Dry Pipe 1500 SQ. F1 (NFPA Light Hazard)x 1.3x 1.3=25355Q.: Ft TFP6IO Page 26 of 28 FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS & STANDARD SPRAY SPRINKLERS IN A DORMER, AT A CROSS, AT HIP, OR AT AN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, calculate the At- tic Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demand- ing standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being in- cluded in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure 0-3. STANDARD SPRAY / SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) ..\ STANDARD SPRAY SPRINKLERS '4 (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS & STANDARD SPRIN- KLERS SEPARATED BYCOMPART- MENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i thru A-6 or Part C-i thru C-4, and then calculate the Standard Spray Sprinklers per NFPA 13. Use the most demanding calculation (see adjacent figure). .\ RIDGE •. p p / ,//• - WALL /•• DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING p p p pap papa TFP6IO Page 27 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM 12 1 I 100 (25,4 m) (5rn) J 60 (15,2 m) - (5,1 M) (10,2 m) ' ' ' -4---.---.---4---.-ç • Calculation 1 I 100 (25,4 m) (5rn) - 60 (15,2 m) (511 M) 40' (10,2 m) : • ' ' ' Calculation 2 (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where AP Sprinklers are utilized, CPVC pipe may be used to supply the AP Sprinklers, as well as the ceil- ing sprinklers below the AP Sprin- klers (See Page 6). STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM - (Ref. Figure 2c) 100' (25,4 m) (5rn) Q' (15,2 m) (511 M) (10 gm) Calculation 1 100 (25,4m) (5rn) 60 (i,2 m) 5rn) (10,2 m) -, • I I I I I • • • Calculation 2 L/H Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 075* x 1.3). The actual design area,. however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where Standard Sprinklers are uti- lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling. 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 100'(25,4 m) (5Th) §0'(15,2 ) '(5Th) • •/ •-•-----• • 4—I---.--<' • • Calculation 1 TFP6IO Page 28 of 28 100(25,4 m) (5,1 m) - 60' (15,2 m) j (5Th) (10,2m) ' ' ' Calculation 1 L - \.. 100 (25,4 m) (5Th) - 60'(15,2 m) (5Th) i .y 40' • (10,2 m) ' ' ' ' I • • Calculation 2 _1______ ,z'''' .• MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). 100' (25,4 m 20. i PQ' (15,2m) (10.2 m) • • • • • • ----+---- • . Calculation 2 L /V•• I • STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoretical design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tLIC13 TEFLON is a trademark of The DuPont Corporation Fire Protection Products RI7AMctAr is n trc1p.mrk nf Thp. I ,jhriinl C.rrnnrtinn ES.-A-3000SS Series 3000S. EXISTING BACKFLOW - FOR REFERENCE ONLY A iainiess bTeei ooa y is nail me weigni of rnpetitive dens reducing installa- tion and shipping cost Series3000SS Double Check eteAnblieare designedforuse in accordance with Stainless steel construction provides water utility non-health hazard coAlainrnen recli ii ments. It is mandatory to prevent the long tem corrosion protection and reverseflowoffireprotectionsystensubstances, I flycerin wetting agents, stagnant water maximum strength and water of non-potable quality frorn being 5umped or siphoned into the potable water Single too access cover with two-bolt supply. gr sty e coupling for ease of main- tenance Specifications No special tools required for servicing A Double Check Detector Assembly shall be installed on fire protection systems when Compact construction allows for smaller connected to a drinking water supply. Degree of hazard present is determined by the vaults and enclosures local authority having jurisdiction. The main valve body shall be manufactured from Furnished with /' x 3/4' bronze meter 300 Series stainless steel to provide corrosion resistance, 100% lead free* through the (gpm or cfm) waterway. The double check detector assembly consists of two independently operat- Detects underground leaks and ing, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and unauthorized water use bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a Maybe installed horizontal or vertical double check including shutoff valves and required test cocks. Each cam-check shall "flow up" position be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm andspring, rubber-faced discanda_ Available Models replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. Suffix: The use of seat screws as a retention method is prohibited. All internal parts shall be LG - less shutoff valves accessible through a single cover on the valve assembly. The valve cover shall be held OSY - UL/FM outside stem and yoke resil- in place through the use of a single grooved style two-bolt coupling. The bypass line lent seated gate valves shall be hydraulically sized to accurately measure low flow. The bypass line shall con- OSY FxG - flanged inlet gate connection and sist of a meter, a small diameter double check assembly with test cocks and isolation grooved outlet gate connection valves. The bypass line double check valve shall have two independently operating OSY GxF - grooved inlet gate connection and modular poppet check valves, and top mounted test cocks. The assembly shall be an flanged outlet gate connection Ames 3000SS. OSY GxG - grooved inlet gate connection and Materials grooved outlet gate connection CFM - cubic feet per minute All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, GPM - gallons per minute meter Check assembly: Noryl® Flange dimension in accordance with AMA Class D. Post indicator plate and operating nut Noryl® is a registered trademark of General Electric Company. available - consult factory It is illegal to use this product in any plumbing system providing *The wetted surface of this product contacted I water for human consumption, such as drinking or dishwashing, by consumable water contains less than I in the United States. Before installing standard material product, 0.25% of lead by weight. consult your local water authority, building and plumbing codes. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. amesfirewater.com Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) Maximum Working Pressure: 175ps1 (12 bar) Capacity Flow curves as tested by Underwriters Laboratory per U L 1469,1996. * Rated flow**UL Tested kPa psi 4" (1 00mm) ** 103 15 83 12 62 9 21 3 - - -0 50 100 -150 --200 -250 -300-350 400 -450-500 -550 -600 -650 --700 750 ppm 171 380 570 760 950 1140 1330 1520 1170 1900 20902280 2470 26602850 1pm 5 .10 15 fps 1.5 3 4.6 mps I Tt ~-" ______ ) P P I A I Standards ASSE 1048, AWWA C510-92, CSA B64.5, UL 1469 Approvals UL Classified (OSY only), FM (sizes 21/2 - 10, OSY only) SSlF/ Approved kPa psi 6" (150mm) ** 103 15 83 12 62 0 41 6 21 3 0 100 200 300 400 509 600 700 800 900 1000 1100 1200 1300 1400 1500 ppm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4100 4560 4940 5320 5700 1pm 5 10 15 fps 1.5 3 4.6 mps kPa psi 8" (200mm) * ** 83 12 62 9 41 6 21 3 0 2250 2500 ppm 250 500 750 1000 1250 1500 17502000 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 1pm 5 10 15 fps 1.5 3 4.6- mps kPa psi 10" (250mm) - * ** 103 15 83 12 62 9 41 6 21 3 - - -- 0 250 500 750 -1800 1250 1500 175020O0 --2250 - 2500 30003500 -gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 11400 13300 1pm 5 10 fps 1.5 3 mps J$IiIi1Tim _. _.______ i—----- S SIZE (ON) DIMENSIONS NET WEIGHT NET WEIGHT in. mm in. A mm in. C (0S') mm D in. mm G in. mm L in. mm P in. mm w/Gates lb. kg. w/o Gates lb. kg. 21/2 65 37 965 16/a 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/8 765 51/2 140 15 381 271/2 699 1 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 6/4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 291/2 749 191/2 495 774 351 1 190 86 12 300 571/2 1461 531/8 1349 91/2 241 15 381 291/2 749 21 533 1 1044 474 1 220 100 A A M ES [Me 9OO1-2OO8 FIRE8,WATERWoRKS amesfirewater.com I CERTIFIED A Watts Water Technologies Company USA: Backflow- Tel: (916) 928-0123 • Fax: (916) 928-9333 Control Valves- Tel: (713) 943-0688 • Fax: (713) 944-9445 Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 Latin America: Tel: (52) 81-1001-8600 ES-A-3000SS 1410 0 2014 Ames Fire & Waterworks Victaulic® Vic-FlexTM Sprinkler Fittings VJtGIUIiC Series AH2 and AH2-CC Braided Flexible Hoses 10.85 Series AH2 Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component Series AH2 Braided Hose: 31, 36, 48, 6 72/ 90, 914, 1219, 1525, 1830 mm. Note: length includes adapter nipple and 5.75"/140mm straight reducer. Series AH2-CC Braided Hose: 31, 36, 48, 60, 72/790, 914, 1219, 1525, 1830 mm. Note: length includes captured coupling and 5.75/140 mm straight reducer. Sprinkler Reducers: ½ and 3/4 /is and 20 mm sprinkler connections and 5.75, 9, 13/140, 230, 330 mm straight lengths and short, long 90° elbows. Note: The short 90° elbow is typically used with concealed sprinklers while the long 900 elbow is typically used in the installation of recessed pendent sprinklers. Low Profile long, and short 90° elbows for use with Style AB11 Bracket. Inlet Connections: 1/25 mm Grooved IGS 1725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. 3/4 /20 -mm -NPT-or BSPT adapter-nipples-availabIe for VdS-------- 11/47 32mm BSPT adapter nipples available for LPCB. Brackets: Styl AB1 or suspended and hard-lid ceilings, allows installation before most ceiling tiles in place Style 2 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style AB3 for surface mount applications, wood, metal and block walls Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style ABS for hard-lid ceilings, allows for vertical sprinkler adjustment Style AB7 for suspended and hard-lid ceilings Style AB7 Adjustable for suspended and hard-lid ceilings Style AB8 for hard-lid ceilings with CD 60/27 profile metal studs (regionally available) Style AB9 for hard-lid ceilings with hat furring channel grid systems Style AB1O for Armstrong® TechZoneTM ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 90° low profile elbows) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph E J Submitted By Date Approved Date victaulic.com 10.85 5839 Rev AA updated 12/2016 © 2016 Victaulic company. All rights reserved. ictaullicr 1 ;.. I.tsr,, 1.0 PRODUCT DESCRIPTION (Continued) Maximum Working Temperature 225°F/107°C Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) Connections To adapter nipple (inlet) via 1/25.4 mm Grooved IGS 1/25.4 mm NPT or BSPT male thread 3/4"I20 mm BSPT male thread (VdS only) 114/32 mm BSPT male thread (LPCB only) To sprinkler head (outlet) via ½ or %715 mm or 20 mm Minimum Bend Radius 7/178 mm (FM Approval) 2/51 mm (cULus Listed) 3/76.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors FM (½/15mm reducer) K5.618,1 (SI.), (3/4 /20mm reducer) K14.0/20,2 (SI.) cULus (1/2 /15mm reducer) K8.0/11,5 (Si.), (34/20mm reducer) K14.0120,2 (SI.) VdS/LPCB (1/2715mm reducer) K5.6/8,1 (S.l.), (3%/20mm reducer) K8.0/11,5(S.l.) CERTIFICATION/LISTINGS c®us U ILPCBI ® i ~ * USIED cHimp-pm 10.85 5839 Rev AA updated 12/2016 © 2016 victaulic company. All rights reserved. victaulic.com 2 \,4taulic victaulic.com 3.0 SPECIFICATIONS - MATERIAL Series AH2 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducer (1/2"/15mm or 3/4 /20mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Stainless Steel Brackets: Carbon Steel, Zinc-Plated Series AH2-CC Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducer (1/2715mm or 3/4'/20mm): Carbon Steel, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish 10.85 5839 Rev AA updated 12/2016 © 2016 Victaulic company. All rights reserved. victaulic.com 3 '\jtauIic 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose N-O-M-~ Wall -.1 !!.I Hose Length Dimensions Hose Length A B inches inches inches mm mm mm !3l/70L X77-53/6447Y' IMS04mbly 36/915 31.3/794 36/915 48f1219 42 /O73i !_Fji8/i220] 60/1525 54.3/1378 60/1525 ij7)/183.0)v5P b 3/l6834 72/i830ll' Series AH2-CC Braided Aose-- .Hose.i.ength .A._.. - B.. - inches inches inches mm mm mm if1ø L jtj87Z 36/915 29.5/749 34.8/884 rri V 7Q4J 19 60/1525 1 53.5/1359 1 58.8/1494 57ThI Item Description 2 Isolation Ring 4 Nut 6 Braid 1-37 "IMMI 8 Sleeve Item Description 2 Isolation Ring 4 Nut 5 6 1 Braid 8 1 Sleeve in 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 'j4tauiic victaulic.com 4.0 DIMENSIONS (Continued) Standard Reducer IuII?IIIIIuIIIIIIIfl!lIII9III!I 5.75/140 mm straight reducer Optional Reducers I1IllllllhIIll!llhIll 9.0/229 mm straight reducer 1i1IIlllllluIllllllIllllll I11 13.0/330 mm straight reducer 2.62/ / 9 6.57 166.9 mm Short-90 elbow reducer Long 90'-elbow reducer NOTE The Short 900 elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB1 J Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description A lQriim or 2 Patented Center Bracket Both sizes FM/VdS/LPCB approved, cULus listed Style AB2 Suspended Ceilings Hard-Lid Ceilings Item Description I ticjustabIe Center Bracket L :1.Ad Both sizes FM/VdS/LPCB approved, cuLus listed Style AB3 Surface Mount Applications FM Approved 10.85 5839 Rev AA updated 12/2016 © 2016 Victaulic company. All rights reserved. victaulic.com N/ Lilcctaullliilc~ Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item Description 24 /61Ommr48 /1219SgThBr*'ti 2 Patented Vertically Adjustable Center Bracket 13 ,$ , End Brackèt *Both sizes FM/VdS approved, cULus listed Style AB5 Hard-Lid Ceilings Item Description 11-0 MU /61OrriToT48 2 Patented Vertically Adjustable Center Bracket EFd Brakt Both sizes FM/VdS approved, cULus listed victaulic.com 4.2 DIMENSIONS VicFlex Brackets Style AB7 Suspended Ceilings Hard-Lid Ceilings Item Description 24/61O1rnor48/1219mmSgThreftar* L 2 Patented 1-Bee2 Center Bracket H 3 , RUN End B?acket ECRU RE Both sizes FM/VdS approved. Style AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description 7OOmm&14OOmmSuareBar4. 2 Patented 1-Bee2 Center Bracket *RUM,ANX Ed Bracjet (adjstable) Both sizes FM/VdS approved. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 7 ,tIuuic. Style AB9 Hard-Lid ceilings with Hat furring channel grid system Item I Description 2 I Patented 1-Bee26 Center Bracket Both sizes FM/VdS approved. victaulic.com 4.3 DIMENSIONS VicFlex Brackets Style AB8 Hard-Lid Ceilings Item Description 1 & 2 Patented Vertically Adjustable Center Bracket Both sizes FM/VdS approved. Style AB1O Suspended ceilings Armstrong® TechZoneTM Item Description ELL . 1 2 Patented 1-Bee2® Center Bracket 'FM/VdS approved, cULus listed. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 8 \/t1ILJIiC .,;....,. .I... raw., 4.3 DIMENSIONS (Continued) VicFlex Brackets Style AB11 Suspended ceilings Hard-Lid Ceilings Item Description *iiA i124J61O mm & 48 /1219mm Square B*l 2 Patented 1-Bee2° Center Bracket TM/VdS approved, cULus listed. Low Profile 4.597 116 mm 2.847 72 mm _ 1.47 1.47 36mm 36mm (_) Short 900 elbow reducer Long 90° elbow reducer NOTE The Short 990 elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. 10.85 5839 Rev AA updated 12/2016 © 2016 Victaulic Company. All rights reserved. Lr-t:a ulid victaulic.com 4.4 DIMENSIONS CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB1 Bracket Suspended Ceiling Grid with Recessed Sprinkler on Center V2707 3/4'/19mm Max. Recess Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm I c 4: 50 30 1 10 1'0 4 I - 1 . 10.8 11 .8 12.8 13 i1 14.8 15.8 A Mm. 273 299 324 349 I 375 400. Suspended Ceiling Grid with Recessed Sprinkler with 900 Elbow (Long) V2707 3/4n/l9nlm Max. Recess Suspended Ceiling Grid with Concealed Sprinkler V3802 ½712.7mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm 1..........0 I 1 I.. 2 I5' 1 10.1 11.1 12.1 13.1 14.1 15.1 A Mm. 269 281 J 307 333 358 383 Suspended Ceiling Grid with Concealed Sprinkler with 900 Elbow (Short) V3802 1/2 /12.7mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches mm mm - I n i.umn rr 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.Com 10 ictaulilor 67506n,c, S,d C/C V2707 3/m'/19mm Max. Recess victaulic.com 4.4 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB2 Bracket Hard-lid Ceiling with Concealed Sprinkler Hard-lid Ceiling with Recessed Sprinkler V3802 1/2712.7mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm inimr adtu O 80 100 I 1IJ I t . A Mm. 7.6 8.6 9.6 10.6 11.6 12.6 193 218 244 269 295 320 V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm , Mm mun 3 ) . w e5T;tr. b.n Ii ij ..,, 80 l0 125 fm150 1 A 6.1 Mm. 7.1 8.1 9.1 10.1 11.1 155 180 206 231 256 282 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. Hard-lid Ceiling Grid with Concealed -Sprinkler with --Hard-lid Ceiling with Recessed -Sprinkler with 900 Elbow (Short) 900 Elbow (Long) V3802 1/2"I12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A An ...MW .76 I..7 Hose Clearance Chart Dimension inches mm llqtv :- 3..6wA m lii 91 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic company. All rights reserved. viCtauliC.com 11 '\J(tauIic 4.5 DIMENSIONS CLEARANCES WITHIN SIDEWALL Series AH2 Braided Hose and Style AB2 Bracket Horizontal Sidewall Sprinkler Horizontal Sidewall Sprinkler with 900 Elbow (Long) V2707 3A/l9mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm i; ç .t 1J .. I i._,' .1 8.1 9.1 6.1 1 7.1 10.1 11.1 A Mm. 155 1180 206 231 256 282 V2707 34719mm Max. Recess Hose Clearance Chart Dimension I inches mm Ita-.r . fVii 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. viCtauIiC.com 12 6 tauIiC victaulic.com 4.6 DIMENSIONS CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB4 Bracket Hat Furring Channel Grid with Recessed Sprinkler V2707 34/l9mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm iricj 2' j3 i.4 .J69 tBend Radius 5O . P80k 100, 125-5O 75 A Min. 10.3 11.3 12.3 13.3 14.3 15.3 262 1 287 1 313 1 338 363.5 389 Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90° Elbow (Long) 90° Elbow (Short) ,iI I I L,ik I !IJ.— —•I 24fOIO,W1, oncanter V2707 3/4'/19mm Max. Recess Hose Clearance Chart Dimension inches mm 8° L1.7 'r a42t AM V2707 3/4"/l9mm Max. Recess Hose Clearance Chart Dimension inches mm - 11 ' Uviin....v .. n ei .'-.... ,.1. . NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. - p 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 13 \JtauIic victaulic.com 4.6 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB5 Bracket Hard-lid Ceiling with Recessed Sprinkler I, U. si• S Hose Clearance Chart Dimension inches inches inches inches inches inches n1m mm Mm mm n1m mm ME 5O3 6i) ,. .Ui. 125' 9.1 150: A Mm. 6.1 7.1 8.1 10.1 11.1 155 180 206 231 256 282 Recessed Pendent with 900 Elbow (Long) liI UiI!iUlI ' _=II rftt Iv MiN V2707 3/4'/19mm Max. Recess V3802 V2713mm Max. Recess Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm i:AW BendRadius so 18o1oP .i125, I A Mm. 7.6 8.6 9.6 10.6 11.6 12.6 193 218 244 269 295 320 Hard-lid Ceiling with Concealed Pendent with 900 Elbow (Short) 2,1111111 will I IEk1 iii• iii d Il#!F/ 4uL±.iiji V3802 ½"/13mm Max. Recess Hose Clearance Chart Hose Clearance Chart Dimension Dimension inches inches mm mm Mn 36 -m .... L5irirs.AL._,. ...... NOTE . Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic company. All rights reserved. viCtaulic.COm 14 4tauIiC ukfu ilicr cram 4.6 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION) Suspended Ceiling Grid with Recessed Sprinkler with LP 90 0 Elbow (Long) 1 Bracket assembly rStyleABn / I A 21/a"/60 mm See chart max. hole 76 mm 2/51 mm1 i Va /16 mm min. hole Typical I I 1.7743 tile I Typical ceiling grid Finished See Note ceiling face 247610 mm or 48/1219 mm on Center V2707 3/4'719 mm MAX. RECESS V2707 MAX. EXTENSION Hose Clearance Chart Dimension inches mm Min l••' ... ................. Suspended Ceiling Grid with Concealed Pendent with LP 90 0 Elbow (Short) Bracket assembly c ke t assem bly le ABI 1_ St See chart 37 76 mm Typical ceiling grid -A 21h/n6 /68 mm max. hole _ 2/a/60 mm mm. hole See Note \ Finished 247610 mm Ceiling Face or4871210 mm on Center V3802 ½'/13 mm MAX. RECESS V3802 MAX. EXTENSION Hose Clearance Chart Dimension inches mm -:..:_--ff Mn 99 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.Com 15 _ ictaulie __________ victaulic.com 4.6 DIMENSIONS (Continued) CLEARANCES ABOVE CEILING Series AH2 Braided Hose and Style AB3 Bracket Surface Mount Application with Recessed Sprinkler 2/51 mm mm. hole Hose Clearances wall Thickness W. 2 4 6 810 2 4 6 810 50 100 150 200 250 50 100 150 200 250 OPt il ci i.'' E 28.oiu. .46.1 .o.6O. ).. j.O!'2 46.J 228,3O2 Hose 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 Clearance "C" 294 376 478 243 325 427 275 376 325 275 319 402 503 268 351 452 300 402 351 300 Bend Radius 7 8 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. See installation instructions for mounting screw type and size. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. viCtaulic.Com 16 jtauIicr victaulic.com 4.7 DIMENSIONS - BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet II! Irt Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm I • — ic I ni -. V. : - (I - A Mm. 8.4 9.4 10.4 11.4 12.4 13.41 214 239 264 290 315 341 Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm I . - us A Mm. 7.1 8.1 9.1 10.1 11.1 12.1 180 205 231 256 281 307 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. viCtauliC.Com 17 \'ctauIic victaulic.com 4.7 DIMENSIONS (Continued) BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet Series AH2-CC Braided Hose with Style 922 grooved outlet art art Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm F.Miuiri ( 'a 'iibFidiu - 1iC 12 I 8.4 9.4 10.4 11.4 12.4 13.4 A Mm. 212 238 1 263 289 314 I 339 Hose Clearance Chart Dimension inches inches inches inches inches inches mm mm mm mm mm mm idhadiSt5O & i;. A Mm. 6.7 7.7 8.7 9.7 10.7 11.7 171 197 222 247 273 298 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. viCtaulic.com ictaullicr victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5J57140 mm Reducers LISTED Style AB1, AB2, AB4, AB5 and AB10 Brackets Maximum Equivalent Length Number of of 1/33.7 mm 90° Bends at 2751 mm Sch. 40 Pipe (C=120) Bend Radius inches/mm inches/mm/type feet/meters --T~IM 73½/15/I1ht - '' I6/4 9 j.: 1. - - . OW _____ 36, c,Oo — 1/2 /15/Straight - 21/6.4 5 - - 1 /20/Sti ii h t 2 TO 5 1/2 /15/Straight 46/14.0 10 60/1500 3.6/20/Straight 46/14.0 - - 10 1_ 4 2 /1 )'StldlC2h lb 170/Striigh_ 53'1b2l' e1 Series AH2 Braided Hose with 90° Low Profile Elbows LISTED Style AB11 VicFlex Bracket Maximum Equivalent Length Number of of 1"/33.7mm 90° Bends at 2'751 mm Sch. 40 Pipe Bend Radius inches/mm inches/mm feet/meters /15 - ., ..2 - ____3 ____ - ____________ h 3 - 4 hiIi/i'20.L. / 11Ii ____3 J3Th ________--------26/7.9 --5 ___------ ------V2"/15 28/8.5 5 36/900 3/4720 :48 1 20J hlc 43/13f - I 42/12 60 .8 ½"/15 49/14.9 - 3/4°/20 - 50/152 - - 72118( /__.0________________-_____,_____63/192_______________.. k 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 19 JtauIiC victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (Continued) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches/ inches/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ mm mm meters meters meters meters meters meters meters meters meters meters meters meters r. W715 ô3 0J. 0/34 1374O 10i9e A 'iA JN'A NA'Th 1tAA INW fN hO. 'ib.o/.o .12 /38 :1fO/4 3 1'7./5 .ENA5 ' N.A', IitNA IfA ,.N.L -NfA iN A 1/2"15 13.5/4.1 16.0/49 180/5.5 19.0/5.8 21.0/6.4 N.A N.A N.A N.A NA NA N.A 36!900 3/ /20 14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0!7.0 N.A N.A N.A. N.A N.A N.A N.A 1/3 /15 15 5)47 170/5 2 419 5/5 9 20016 i1 21r0/64 220/67 '280!8 5 2 0!9 8 N A ' N A.... TIN A NA I 48/1200k 170/52 190/58 2151661 24 5175 260/7 9 270/82 k30 0/9 37 O!lil 3 N A )N A.. NA j1 A i ½/15 21.5!6.6 24.0/7.3 27.0!8.2 28.5/8.7 30.0/9.1 31.0/9.4 37.0/11.3 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 60/1500 3/4"/20 23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 30.5/9.3 ehQ!9.4 38.0/11.6 42.0!12.8 440/13.4 46.0/14.0 N.A N.A /2 /15 3t0/9 1 32 0!98 36 5/1 1'l 37 5/114 40 5it25i 4104128 8 460/140 49 0/1t 9 52 0!15 8 540/165 55JV16 8 h NO,"/2 32c7.8' 3'2.5/9: 35.Oi10.7 '3-5.5/,1Qi8 '4,0.0/123 /123i '4i25 46O/4,4 O.O4152 51O/'15.5 NOTES: values for use with 5.75/140 mm straight reducers. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AA Updated 12/2016 © 2016 victaulic Company. All rights reserved. victaulic.com 20 A—Ctaulliie victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, AB4, AB5, AB7, A137 Adj., AB8, AB9 and AB10 VicFlex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1733.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches/mm Imperial/S.I. inches/mm/type feet/meters - ..!..ge .1 3EIbvi.: ...23.5,7.P':/.0_ 2 - b'90 1/2"/l 5 27.8/8.5 2 1/2'715/90' LIIoy 25.6/7.8 115/'tniqht ,8../11f 48/111 i1')Llb,j..~AT.......... 60'l5( 5.6 ,6.1 424'1 35.V10S Y715/90' I . 72/18C 2/1 SIr,3 40/141 I. :. - .2i1,iJIlbow..............111/12 5 ;.. . . ,5 b/Si-...................--.- 3/4 /20/Straight 16.8/5.1 31/775 8.0/11.5 2 ~/20I90 Elbow 16.8/5.1 - ,, ::. — — - .-; . V ~ /2fl'Sticjht J 3/4o/.20/90.Llb:w -: . 197/60 4 8.0/11.5 3/4 /20/Straight 27.3/8.4 /4'/20/90 Elbow 26.6/8.1 - 5' /?0/Str uqht 7,1 09 .5 3/4 20/90 LjLu' - I 3.6/,,l 02 7211 ~'oO 3.4'/20/Straight 435132 /4'/20/90 Elbow I - 0 11 2/161 0 3/4 /20/Stqh —44L Tn 36/900 11.2/16.1 3/4'/20/Straight 19.5/5.9 2 6'/20/90 Elbow 20.7/6.3 % _ _______ 4d - Y20 Stniyh — - — 26 7i8 1 1 !I 71 - I I 720/90 2/1500 11 2/161 ~'/20/Straight 33.9/10.3 4 /4/20/90 Elbow 35/10.7 4 /20 Straiqht i'l" I 1 'q/.i /20/90,.Elb3 . — 31/775 I 3/4"/20/Straight V 3/4"/20/90°Llbo 155472 3 i20 - 'i.!_ 191 5 - !L..1 ).6/5.9,. V , 0.0/V91. Etb. ..,r .i.. 48/1200 140/202 3/4"/20/Straight 30.3/9.2 4'/20/90 Elbow 29.5/8.9 -..-t60/15(.. V . iöJ ra 'iitI1LT '°¼J..- 1)/( ':" . . .'-,:....-,,I.-o' -. ,, .i_.0- 1 I .t' , V. 72,1 0 fl_00 -140/-20.. .............0. '. 14'2" 3/4 /20/Straight V V . ................. 37.5/11.4 4 /4/20/90° Elbow 38.6/11.7 FM NOTES: Series AF-I2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 130 and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 21 \4 at: ulicr 5.2 PERFORMANCE - FRICTION LOSS DATA Series J%H2 Braided Hose with 900 Low Profile Elbows Style AB11 VicFlex Bracket Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches/mm Imperial/S.I. inches/mm feet/meters P1 15 1 /42 .0 2 1..'15 I - 1 I ) /15 33.0/10.1 77i18 12. /l P1'17 4 5 I 31/775 8.0/11.5 3/4"/20 13.6/4.14 2 s ii 2 0/5 48'12 8.0/11.5 .60/15 .u:II c.I. 0,':i rv:' 32.6:99-' -_' .°. 'I 72/18 8.0/11.5 1/4 /20 40.6/12.4 4 Il ::,..l l 4. ..,1 ...............____..0 it:. - ç'.t. . - .. ..i 36/900 11.2/16.1 /4/20 17.0/5.2 2 r. ... - —48/1-20" - ii I I - /20 - - 240,76 -' * i- I ir 1 ............ . Th.ii:--,.-.- . _. ..... :.. .,...,...oiti 1.i 31/775 14,0/20.2 /4720 13.5/4.1 2 3. 0C I0 JP2 20 16P 1 -___)iftsbdi.:15.____.... .___. .. W'. - ___ , _. •. _•lei-___- 48/1200 14.0/20.2 /4'/20 24.7/7.5 3 511 1 I 2 1LU 327/ :3:i.________.1: 72/1800 14.0/20.2 3/4"/20 40.7/12.4 4 FM NOTES: Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include: but are not limited to: pressure cycling: corrosion resistance: flow characterisitics, vibration resistance: leakage: mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods: per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 22 Ar--taulliicr victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose VdS Style A131, AB2, AB4, AB5, AB7, AB7 Adj., A138, AB9, AB10 and AB11 Brackets Series AH2 Hose Equivalent Length of Maximum Number Length of steel pipe according to of 900 Bends at Stainless Steel Outlet EN 10255 ON 25 3776.2mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches meters/feet meters/feet 0 1 Ii L113/4 15mm/'/2 00/36 6.4/21.0 3 20mm/34 8 d - 15mm/1/2 mm 1 12 ,..11 I 2,0 VDS CEILING MANUFACTURERS LIST AB1, AB2, AB7, AB10 ,AB11 AB419 AB5, AB8 1. AMF No specific approval 1. Hilti 2. Armstrong 2. Knauf 3. Chicago Metallic Lafarge Dipling 4. Lindner 5. Durlum 5. Rigips Geipel Gema-Armstrong Hilti Knauf 10.Lafjge__. Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn Series AH2 Braided Hose Style AB1 Bracket Series AH2 Hose Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 900 Bends at Flexible Outlet EN 10255 DN 25 3"/76.2mm Hose Size (33,7 x 3,25) Bend Radius mm/inches mm/inches/type meters/feet 775 1 l5mm/'/2/Stralghtç 18/60 . ''.,. 20r6mM/Straightl, '. l5mm/'/2"/Straight 900/36 3.6/11.9 3 20 mm/3.4_/Straight r/l/2 /Straight 1. . 15mm/1/2 /Straight 20 mm/3/4'/Straight 1 mf/½/Strig L-119 1=90M ht 3 .... .4.........-- 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. ....4... .t... 23 J'tauIic° victaulic.com 6.0 NOTIFICATIONS It is.the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 7.0 REFERENCE MATERIALS - CHARACTERISTICS Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends 2X 2X Minimum Minimum in Mini bend radius bend radius mradmius bendadmius bend OR Minimum OR I bend radius Is __90 himurn bend radius L Minimum bend radius Mim Minimum bend radius um NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. l-VicFlex-AB1-AB2-AB10 l-VicFIex-AB3 1-Vic Flex-A 87 l-VicFlex-AB8 1-Vic Flex-A 84-AB9 User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to l-VICFLEX-A131-AB2-AB10, l-VICFLEX-A84-AB9, l-VICFLLX-AB7, or l-VICFLEX-A88 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 24 allied TUBE & CONDUIT . - - \ .-, 14 .4 ¼ ; •• - AM _.tE'uw~lml]!- [IJ'[,; ScVel. emlW/Scl-edu e-4)®' Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule- 10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (114'_ 8") pipe and Sch-40 (1"- 214") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule-10/Schedule-40 product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our advanced formula mill coating of- < fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, ABS proved to have superior resis- ..tance_tomicrobial colonization of pipe - walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Meets "Buy American" requirement c and is available through distributors in the USA, Canada and Mexico. NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WI/Lift (21') WI/Lift (24) WI/Lift (25 In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.049 1.680 2.05 70 2,470 2,822 TV4" 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.30 4.315 51 1,11)3 1,260 1,313 T1.610 2.720 3.61 44 2,513 2,872 2,992 4.0 3.27 44 1.140 357 3.650 2" 5.13 30 2,300 2,628 2,738 50 52.5 b.4 i63 30 I,u4i 1,192 11242 21/2' 65 2.469 62.7 5.790 8.6 7.86 11.73 19 19 2,310 1,048 2,640 1,197 2,750 1,247 3 Specifications UT1 NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ WI/Lift (21) WI/Lift (24) WI/Lift (25')' In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs, Kg 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 lW 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 1½' 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2.157 2.640 4.22 37 2,051 2,344 2,442 5Q_4 2 9 6.28 37 930 2½" 2.635 3.530 5.89 30 2,224 2,542 2,648 1 201 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 @ <~> 9 Listed Approved Listed 16100 S. Lathrop Harvey, IL 60426 Customer Service: 11350 Norcom Rd.. Philadelphia, PA 19154 (800) 882-5543 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5-3 Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test tqco Qr allied a vital part of your world TUBE & CONDUIT tL,cD IF/rn & Bi/dIng I Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Fire Protection ]J'IH [vds] Submittal Sheet for Pressure Rating and Listing/Approval U0 L Information The grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510S and 519S fittings are —special -short radius fittings--with -smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. WARNING The Fittings described herein must be installed andmaintainedin compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Material: Cast: Figures: 201,210,219,250,260,501,510, 519, 51 ODE, 501 S, 510S and 519S - Ductile iron conforming to ASTM A-536, Grade 65-45-12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321, 327, 341 and 350- Carbon Steel, (Sizes 11/4' -6' are Schedule 40); (Sizes 8' - 12' are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid forand properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment byTyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Productsorfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to ass umefor it, any other obligation in connectionwith the sale of products or parts of products. Tyco Fire Products shall not be responsibleforsprinklersystem design errors orinaccu rate orincomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL1YCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANYAND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. repaired in accordance with applicable Standards of Ordering the National Fire Protection Association (NFPA), Pi'ocëdUi'è - Jurisdiction. Materials found bylyco Fire Products When placing an order, indicate the full product name. Please specifythe quantity,figure number, wall thickness, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Page 1 of 6 September 2004 TFPISIO cto, C to E Figure 201 Figure 210 -C to EtoE1 .-• çCf1E Figure 260 Figure 219 Friction Resistance* (Expressed as Equivalent Straight Pipe) Elbow Tee Size 90° 1 45° Branch Run Feet Feet Feet Feet Inches MM Meters Meters Meters Meters 11/4 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 11/2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 4.1 2.1 10.3 4.1 76.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 6.5 3.3 16.3 6.5 108.0mm 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 8.0 4.0 20.0 8.0 133.0mm 2.4 1.2 6.1 2.4 8.0 4.1 20.0 8.0 139.7mm 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 9.5 4.8 23.8 9.5 159.0mm 2.9 1.4 7.2 2.9 165.1mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 13.1 6.6 32.8 13.1 216.3mm 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 Figure 201 Figure 210 Figure 219 Figure 260j: 45° Elbow 90° Elbow Tee End Cap Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. _____ mm Kg. mm Kg. mm Kg. mm Kg. 111/4-- 1.75 0.9 2.75 1.0 2.75 1.4 0.4 44.5 0.4 1 69.9 0.5 1 69.9 0.6 22.4 0.2 11/2.. T7 1.1 1.2 1.8 0.6 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 2° 2.00 1.8 2.0 2.7 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 , 2,2° 2.2 3.0 7 5.8 oar 0.9 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 76.1mm 2.25 2.2 3.0 5.8 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 108.0mm 2.88 5.5 4.75 8.5 11.5 73.0 2.5 120.7 3.9 120.7 5.2 - - 5.2 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 3.25 7.7 -5.25 11.3 5.25 10.6 133.0mm 82.6 3.5 133.4 5.1 133.4 4.8 - - 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 2.1 3.25 8.5 5.50 13.5 5.50 17.0 TW 5.0 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 159.0mm 3.50 12.0 6.00 14.6 6.00 13.9 88.9 5.4 1 152.4 6.6 152.4 6.3 - - 165.1 mm 3.50 12.0 6.5 18.5 6.50 26.0 Tö 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 6" 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 216.3mm 425 23.0 7.75 36.5 7.75 45.0 108.0 10.4 196.9 16.6 196.9 20.4 - - 8° 4.25 23.0 36.5 7.75 45.0 1.19 12.8 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 4.75 31.0 9.00 60.0 9.00 72.1 T 20.0 31.8 228.6 272 22&6 32.7 91 12" 5.25 40.0 10.00 67.0 10.00 92.5 1.25 36.0 1334 18.1 2540 30.4 254.0 42.0 31.8 16.3 -Available with tapped plugs, contact Tyco Fire & Building Products. Page 2 of 6 TFP1810 Figures 201, 2105 219, and 260 For reducing tees and branches, use the value that is corrosponding to the branch size. Example: for 8 x 8' x 2" tee, the branch value 2 is 8.0 feet. * Friction resistance for all elbows and tees except Figures 510S and 519S. Page 3 of 6 TFP181O Figures 501,510,519 and 51 ODE C Figure 501 C to E Figure 510 -_CtoE - .j Figure 519 Tv cjoE toE Figure 51 ODE Figure 501 Figure 510 Figure 519 Figure 51 ODE 450 Elbow 90° Elbow Tee 90° Drain Elbow C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. Size mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1.75 0.9 2.75 1.0 2.75 1.4 1 /4 44.5 0.4 69.9 0.5 69.9 0.6 - - - - 1 /2 1.75 1.1 2.75 1.2 2.75 1.8 44.5 0.5 69.9 0.5 69.9 0.8 - - - - 2.00 1.8 3.25 2.0 3.25 2.7 2 50.8 0.8 82.6 0.9 82.6 1.2 - - - - 2.25 2.2 3.0 3.75 5.8 3.75 2.00 2.75 2.7 2 /2 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1.7 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 275 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 T5 12.0 ö 18.5 6.50 26.0 6.50 3.92 13.4 6 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 8 4.25 23.0 1 7.75 36.5 7.75 45.0 7.75 4.95 2.75 26.3 1080 10.4 1969 16.6 196.9 20.4 196.9 125.7 69.9 11.9 Figures 501S, 510S and 519S to E C toE Figure 501 S Figure 51 OS* Figure 519S* Friction Resistance 501S, 510S & 519S (Expressed as Equivalent Straight Pipe) Elbow Tee 90° 45° Branch Run Size Feet Feet Feet Feet Inches MM Meters Meters Meters Meters 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1 mm 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 1397mm 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 165.1-m 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1 1.5 7.6 1 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 1 2.0 10.0 1 4.0 Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee Nominal C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 2 2.00 1.8 2.75 1.5 2.75 2.1 50.8 0.8 69.9 0.7 69.9 1.0 2/2 2.25 2.2 3.00 2.2 300 3.0 57.2 1.0 76.2 1.0 76.2 1.4 2.25 2.2 3.00 2.3 3.00 3.1 76.1mm 57.2 1.0 76.2 1.0 76.2 1.4 2.50 3.5 3.38 3.0 3.38 4.1 63.5 1.6 85.9 1.3 85.9 1.9 3.00 5.2 4.00 5.6 4.00 7.7 76.2 2.4 101.6 2.6 101.6 3.5 139.7mm 3.25 7.7 4.88 8.6 4.88 12.0 82.6 3.5 124.0 3.9 124.0 5.4 3.25 8.5 4.88 8.8 4.88 12.0 82.6 3.9 124.0 3.9 124.0 5.4 165.1mm 3.50 12.0 5.50 11.00 5.50 15.0 88.9 5.4 139.7 5.0 139.7 6.8 3.50 12.0 5.50 11.2 5.50 15.2 88.9... .... 5.4- - 139Z..-- 6.9. 8 4.25 - 23.0 6.88 1 23.4 6.88 31.2 108.0 10.4 174.8 10.6 174.8 14.2 *Note: Figure 510S and 519S fittings are special snort radius fittings With smatter center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there may be Interferences at the bolt pads which requires repositioning stthe coupling orientation. The use of flange adapters is not recommended with Figures 5108 and 5198 fittings. Contact Tyco Fire Products for details. Page 4of6 TFP1810 Figures 250 and 350 Figure 250 Cast to E-•J Figure 350 Fabricated Sizes 3" to 6" to -B9 Figure 350 Fabricated Sizes 8" to 12" Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. *2 x 11/4 2.50 63.5 1.0 0.5 *1397m. x3 3.50 88.9 4.2 1.9 *6 x 5 4.00 101.6 5.8 2.6 *2 x tV2 2.50 63.5 1.3 0.6 139.7 x 4 3.50 88.9 4.4 2.0 1 8 x 2 5.00 127.0 12.2 5.5 *21/2 x 2 2.50 63.5 1.2 0.5 5 X 11/2 3.50 88.9 4.6 2.1 8 x 2½ 5.00 127.0 12.1 5.5 *76.1 mm X lV 2.50 63.5 1.5 0.7 5 X 2 3.50 88.9 4.6 2.1 8 X 5.00 127.0 12.0 5.5 76.1rnm X 2 2.50 63.5 1.6 0.8 5 X 21/2 3.50 88.9 4.5 2.0 8x 4 5.00 127.0 11.9 5.4 3 x 11/4 2.50 63.5 1.3 0.6 x 3.50 88.9 4.4 2.0 8 x 5.00 127.0 11.3 5.1 3 x 11/2 2.50 1.3 • x 3.50 4.5 8 x 6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4.9 *3 x 2 2.50 63.5 1.3 0.6 165.lmm X 4.00 101.6 5.5 2.5 lOx 4 6.00 152.4 21.9 10.0 *3x21/2 3.00 76.2 1.5 0.7 "165.1mmX4 4.00 101.6 6.0 2.7 10x5 6.00 152.4 21.6 9.8 *3x761 3.00 76.2 2.0 09 165.lr**X139.7**n 4.00 101.6 5.6 2.5 10x6 6.00 152.4 21.1 9.6 4 x 1h/ 3.00 2.2 *6 x 2 4.00 6.0 lOx 8 6.00 19.5 76.2 1.0 101.6 2.7 152.4 8.9 4X11/2 3.00 76.2 2.3 1.0 6x2V2 4.00 101.6 6.0 2.7 12x4 7.00 177.8 28.0 12.7 *4 X 2 3.00 76.2 2.3 1.0 *6 X 76.1mm 4.00 101.6 6.0 2.7 12 X 6 7.00 177.8 30.0 13.6 *4x21/2 3.00 76.2 2.3 1.0 6x3 4.00 101.6 6.0 2.7 12x8 7.00 177.8 28.0 12.7 *4 x 76.1mm 3.00 76.2 3.2 1.5 *6 X 4.00 101.6 5.9 2.7 12 X 10 7.00 177.8 33.0 15.0 X 3.00 76.2 2.6 1.2 *6 X 139.7mm 4.00 101.6 1 6.3 2.9 Note: Sizes marked with an asterisk (') are only available in Figure 250 Cast. Sizes without an asterisk are only available in Figure 350 Fabricated. ADA CAP® Patented Pi )e Nominal Dimensions Net O.D. Takeout Center to End Size Outlet Wt. A B D Inches NPT* Inches Inches InchC es Inches Lbs. Inches mm mm mm mm Kg. 1/2 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 14 1.25 1.75 1.89 0.77 11/2 1.900 48.3 31.8 44.5 48.0 0.3 1 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 1/2 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 3/4 1.25 1.75 1.89 0.92 2 2.375 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 1/2 1.47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 3/4 1.47 1.97 1.89 1.28 21/2 2.875 73.0 37.3 1 50.0 48.0 0.6 1 1.37 1 2.00 2.02 1.50 34.8 50.8 51.3 0.7 - ISO-i threaded outlets are available upon request. Figure 391 E to E Fe 392 E to E H Figure 393 C to E Figure 312 7to E j Figure 313 Figure 327 Figure 341 Cross 150 lbs. Flange Adapter Nominal C to E Appx. Wt. E to E Appx. Wt. nches Lbs. Inches Lbs. Size mm kg. mm kg. 1V4" 2.75 2.0 4.00 2.8 69.6 0.9 101.6 1.3 11/2 2.75 2.2 4.00 3.2 69.9 1 2.0 101.6 1.5 2" 3.25 2.7 4.0 5.2 82.6 1.2 101.6 2.4 21/2' 3.75 5.0 4.00 8.0 95.3 2.3 101.6 3.6 31. 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 127.0 1 5.4 152.4 7.8 5.50 17.1 6.00 21.4 139.7 7.8 152.4 9.7 6" 6.50 27.5 6.00 26.0 165.1 12.5 1 152.4 11.8 8" 7.75 47.0 6.00 38.4 196.9 21.3 152.4 17.4 9.00 68.0 8.00 65.0 10..228.6 30.8 203.2 29.5 12" 10.00 107.0 8.00 91.0 254.0 1 48.5 203.2 1 41.3 Figure 327 E to E I' 'I Figure 341 Page 5 of 6 TFP 1810 Figures 391, 392,393,312 and 313 Figures 391, Figure 312 Figure 313 392 and 393 221/20 Elbow 111/40 Elbow Adapter Nipples E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg. mm Kg. mm Kg. 11/40 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 11/2 4.00 0.9 1.75 0.5 1.38 0.5 101.6 0.4 44.5 0.2 35.1 0.2 4.00 1.2 1.88 0.6 1.38 0.6 2' 101.6 0.5 47.8 0.3 35.1 0.3 21/2' 4.00 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 14.1 6.00 5.5 2.63 2.4 1.75 2.2 152.4 2.5 66.8 1.1 44.5 1.0 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3.4 73.2 1.9 50.8 1.5 6.00 9.5 3.13 5.6 2.00 4.6 6' 152.4 4.3 79.5 2.5 50.8 1 2.1 6.00 14.2 3.88 11.1 2.00 8.7 8' 152.4 6.4 98.6 5.0 50.8 3.9 8.00 27.0 4.38 14.0 2.13 9.1 101.203.2 12.2 1 11.3 6.4 54.1 4.1 12' 8.00 33.0 4.88 22.0 2.25 16.7 203.2 15.0 124.0 1 10.0 57.2 7.6 Figures - 327 and 341 Page 6 of 6 TFP181O Figure 321 - CtóE- CtoE Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. 11/2 x 11/2 X P/4 3.25 2.0 6x6x4 6.50 26.6 82.6 0.9 165.1 12.1 2 x 2 x 11/2 3.25 2.7 6x6x5 6.50 27.0 82.6 1.2 165.1 1 12.2 X 11 21/2 x 21/2 /4 3.75 4.2 8x8x2 7.75 36.2 95.3 1.9 196.9 16.4 2V2 x 2½ x 11/2 3.75 4.2 7.75 36.5 95.3 1.9 8x8x3 196.9 16.6 21/2 x 21/2 x 2 8x8x4 7.75 36.6 95.3 2.0 196.9 16.6 3 x 3 x 11/2 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 196.9 18.7 3x3x2 4.25 5.5 8x8x6 7.75 37.0 108.0 2.5 196.9 16.8 3 x 3 x 21/2 4.25 5.8 10x 10x2 9.00 57.1 108.0 2.6 228.6 25.9 4X4X1V4 5.00 9.8 10x 10x3 9.00 57.4 127.0 4.4 2286 26.0 4 x 4 x 11/2 5.00 9.9 10x 10x4 9.00 57.6 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 10x 10x5 9.00 57.8 127.0 4.6 228.6 26.2 4x4x21/2 5.00 10.3 10x 10x6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x 10x8 9.00 58.4 127.0 4.8 1 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6.6 254.0 36.4 5 x 5 x 2V2 5.50 14.8 12 x 12 x4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x 12x5 10.00 80.7 139.7 6.9 254.0 36.6 • 5.50 -- -15.8--- 1212i6 -1000------80.9---- ___________ 139.7 72 254.0 36.7 6 x 6 x 2 6.50 26.5 12 x 12 x 8 91.4 165.1 11.9 254.0 41.5 6x6x2½ 6.50 26.5 12x12x10 .10.00 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (IH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqC0 /Fire & Building / Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 Pipe Fittings NPT Threaded, Ductile Iron General Description The Tyco® Series 800 Threaded Pipe Fittings and California Tees & Elbows are manufactured from ductile iron. They are stronger and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties and by adding mag- nesium while the iron is being poured into the final cast shape. Although lighter than standard cast iron, the fit- tings have an added advantage of be- ing less susceptible to cracking due to their added strength. The Series 800, California, and Figure 719Thàdéd Pi iFfttiñifi are_ designation for the Central Series 800, California, and Figure 719 Threaded Pipe Fittings. WARNINGS The Threaded Pipe Fittings described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals: UL Listed and FM Approved Maximum Working Pressure: Series 800 and California Fittings: 250 psi (17,2 bar) Figure 719 Plug: 250 psi (17,2 bar) Material: Series 800 and California Fittings: Ductile Iron Figure 719 Plug: Cast Iron Pipe Thread: NPT per ANSI B1.20.1 Installation Apply Teflont tape or high quality pipe joint compound on male pipe threads and tighten two to three turns beyond hand tight. NOTE Installers who have not used ductile iron threaded fittings should be in- structed-that---the fittings are -stron- ger than the pipe and overtightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fit- tings. Apply Teflon tape or high qual- ity pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If an auto- matic make-on machine is being used, please exercise caution in setting the machine to the proper parameters pri- or to tightening fittings onto the male pipe threads. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor t5hárgés1 ëTrdlëf -Whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. t registered trademark of E. I. du Pont de Nemours and Company or its affiliates. Page 1 of 10 JANUARY, 2008 TFPI7I0 Page 2oflO TFPI7I0 BT FIGURE 811 FIGURE 813 900 ELBOW 450 ELBOW Figure 811 B Approx. A B Inches Weight Part Inches Inches (mm) Lbs. Number (mm) (mm) (kg) 0.56 0.24 86206 0.88 0.38 (14,2) (0,11) (22,4) (9,7) 0.75 0.40 86205 1.00 0.44 (19,0) (0,18) (25,4) (11,2) 0.81 0.64 86200 1.13 0.81 (20,6) (0,29) (28,7) (20,6) 1.06 0.95 86201 1.31 0.63 (26,9) (0,43) (33,3) (16,0) 1.19 1.24 86202 1.44 0.69 (30,2) (0,56) (36,6) (17,5) 1.50 1.74 86203 1.68 0.94 (38,1) 079) (42,7) 239) 1.56 3.28 1.94 1.00 TABLE 1 NOMINAL DIMENSIONS FIGURES 811 & 813 DN65 (68,3) (39,6) (1,49) 86204 (49,3) (25,4) (1,22) 86782 Nominal Pipe Size Figure 813 ANSI A Approx. Inches Inches Weight Part DN (mm) Lbs. Number (kg) 1/2 1.13 0.22 86780 DN15 (28,7) (0,09) 3/4 1.31 0.33 86781 0N20 (33,3) (0,15) 1 1.50 0.48 86280 DN25 (38,1) (0,21) 1-1/4 1.75 0.73 86281 0N32 (44,5) (0,33) 1-1/2 1.94 0.93 86282 DN40 (49,3) (0,42) 2 2.25 1.55 86283 DN50-- (57;i) (0,70) 2-1/2 2.69 2.70 TFPI7I0 Page 3of1O FIGURE 812 900 REDUCING ELBOW Figure 812 A B C D Inches Inches Inches Inches (mm) (mm) (mm) (mm) 1.19 1.19 0.63 0.63 (30,2) (30,2) (16,0) (16,0) 1.25 1.38 0.56 0.81 (31,8) (35,1) (14,2) (20,6) 1.38 1.44 0.69 0.88 (35,1) (36,6) (17,5) (22,4) 1.31 1.50 0.63 0.94 (33,3) (38,1) (16,0) (23,9) 1.44 1.63 0.75 1.06 (36,6) (41,4) (19,0) (26,9) 1.56 1.68 0.88 1.00 ..(39,6) . .._(42,7) ..(22,4.... _(25,4)_ 1.50 1.75 0.75 1.19 (38,1) (44,4) (19,0) (30,2) 1.63 1.81 0.88 1.13 (41,4) (46,0) (22,4) (28,7) 1.81 1.88 1.13 1.19 (46,0) (47,8) (28,7) (30,2) 1.63 1.94 0.88 1.38 (41,4) (49,3) (22,4) (35,1) 1.75 2.06 2.00 1.31 (44,4) (52,3) (50,8). (33,3) 2.00 2.19 1.25 1.44 (50,8) (55,6) (31,8) (36,6) 2.38 2.63 1.25 1.88 (60,5) (66,8) (31,8) (47,8) TABLE 2 NOMINAL DIMENSIONS FIGURE 812 Nominal Pipe Size ANSI Approx. Weight Part Inches Lbs. Number DN (kg) 3/4 x 1/2 0.33 86342 DN20x15 (0,15) 1 x1/2 0.44 86210 DN25x15 (0,20) 1 x3/4 0.53 86211 DN25x20 (0,24) 1-1/4x1/2 0.64 86212 DN32x15 (0,29) 1-1/4 x 3/4 0.75 86213 DN32 x 20 (0,34) 1-1/4 x 0.77 86214 ._..DN32 x 25- (0,35) 1-1/2x3/4 0.95 86221 DN40x20 (0,43) 1-1/2x1 0.99 86215 DN40 x 25 (0,45) 1-1/2x1-1/4 1.14 86216 DN40 x 32 (0,52) 2x3/4 1.39 86217 DN50x20 (0,63) 2 xl 1.58 86218 DN50 x 25 (0,72) 2 x 1-1/2 1.67 86220 DN50 x 40 (0,76) 2-1/2x2 3.01 86262 DN65x50 (1,36) Page 4oflO TFPI7I0 TFPI7IO Page 5 of 10 A7 JBA FIGURE 814 FIGURE 818 IRON TEE STRAIGHT COUPLING Nominal Pipe Figure 814 Figure 818 Size A B Approx. A B Approx. ANSI Inches Inches Inches Weight Part Inches Inches Weight Part DN (mm) (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) 1/2 1.13 0.56 0.33 86340 1.38 0.31 0.18 72779 DN15 (28,7) (14,2) (0,15) (35,1) (7,9) (0,08) 3/4 1.31 0.75 0.50 86341 1.63 0.56 0.26 72778 DN20 (33,3) (19,0) (0,23) (41,4) (14,0) (0,11) 1 1.50 0.81 0.85 86230 1.75 0.38 0.44 72755 DN25 (38,1) (20,6) (0,38) (44,4) (9,7) (0,20) 1-1/4 1.75 1.06 1.30 86231 2.00 0.56 0.54 72754 DN32 (44,4) (26,9) (0,59) (50,8) (14,0) (0124) 1-1/2 1.94 1.19 1.63 86232 2.19 0.75 0.71 72753 DN40 (49,3) (30,2) (0,74) (55,6) (19,0) (0,32) 2 2.25 1.50 2.63 86233 2.63 1.13 1.15 72752 DN50 .(57,1) (38,1)_ ._(1,19) (66,8) _(28,7) - (0,52) -. 2-1/2 2.69 1 1.56 4.55 86234 3.00 0.75 2.29 72758 DN65 (68,3) (39,6) (2,06) (76,2) (19,0) (1,04) TABLE 4 NOMINAL DIMENSIONS FIGURES 814 & 818 TFPI7IO Page 6of 10 Nominal Pipe Size A ANSI Inches Part Inches DN (mm) Number 314x314x1/2 1.19 DN20x20x15 (30,2) 86235 3/4x3/4x1 1.44 DN20x20x25 (36,6) 86755 1 x1/2x1 1.50 DN25x15x25 (38,1) 86236 1 x3/4x112 1.25 DN25x20x15 (31,8) 86756 1 x3/4x3/4 1.38 DN25 x 20 x 20 (35,1) 86757 1 x3/4x1 1.50 DN25 x 20 x 25 (38,1) 86237 1 x x 1/2 1.25 DN25x25x15 (31,8) 86238 138 DN25x25x20 (35,1) 86239 1 xi x 1-1/4 1.69 DN25 x 25 x 32 (42.9) 86240 lxi xi-1/2 1.81 DN25 x 25 x 40 (46,0) 86241 1-1/4 xi x 1/2 1.94 DN32x25x15 (49,2) 86242 1-1/4 xi x 3/4 1.44 DN32 x 25 x 20 (36,6) 86243 i-1/4x1 xi 1.56 DN32 x 25 x 25 (39,6) 86244 1-1/4x1 xi-1/4 1.75 0N32 x 25 x 32 (44,4) 86245 1-1/4x1 x1-1/2 1.88 0N32 x 25 x 40 (47,6) 86246 1-1/4 x 1-1/4 x 1/2 1.38 DN32x32x15 (35,1) 86247 1-1/4 x 1-1/4 x 3/4 1.44 0N32 x 32 x 20 (36,6) 86248 1-1/4x1-1/4x1 1.56 DN32 x 32 x 25 (39,6) 86249 1-114x1-1/4x1-1/2 1.88 DN32 x 32 x 40 (47,6) 86250 1-1/4 x 1-1/4 x 2 2.13 DN32 x32 x50 (54,1) 86251 1-1/2 xi x 1/2 1.44 DN40x25x15 (36,6) 86252 1-1/2 x x 3/4 1.50 DN40x25x20 (44,4) 86253 1-1/2 x 1 x 1.63 86254 DN40 x 25 x 25 (41,4) 1-1/2x1x1-1/2 1.94 86255 DN40 x 25 x 40 (49,3) C7 A 'HFf FIGURE 815 REDUCING TEE Figure 815 B C D E F Approx. Weight Inches Inches Inches Inches Inches (mm) (mm) (mm) (mm) (mm) Lbs. (kg) 1.19 1.25 0.63 0.63 0.69 0.46 (30,2) (31,8) (16,0) (16,0) (17,5) (0,21) 1.44 1.38 0.88 0.88 0.69 0.68 (36,6) (35,1) (22,4) (22,4) (17,5) (0,31) 1.38 1.50 0.81 0.81 0.81 0.70 (35,1) (38,1) (20,6) (20,6) (20,6) (0,32) 1.19 1.38 0.56 0.63 0.81 0.63 (30,2) (35,1) (14,2) (16.0) (20,6) (0,28) 1.31 1.44 0.69 0.75 0.88 0.68 (33,3) (36.6) (17,5) (19,0) (22,4) (0131) 1.44 1.50 0.81 0.88 0.81 0.77 (36,6) (38,1) (20,6) (22,4) (20,6) (0,35) 1.25 1.38 0.56 0.56 0.81 0:66 (31,8) (35,1) (14,3) (14,3) (20,6) (0.30) 1.38 1:44-----0.69 0:69 0.88 - 0.73 (35,1) (36,6) (17,5) (17,5) (22,4) (0,33) 1.69 1.56 1.00 1.00 0.88 0.97 (42,9) (39,6) (25,4) (25,4) (22,4) (0,44) 1.81 1.63 1.13 1.13 0.88 1.14 (46,0) (41.4) (28,6) (28,6) (22,4) (0,52) 1.25 1.56 0.63 0.56 1.00 0.81 (31,8) (39.6) (15,9) (14,3) (25,4) (0,37) 1.38 1.62 0.75 0.69 1.06 0.90 (35,1) (41,2) (19,0) (17,5) (27,0) (0,41) 1.50 1.69 0.88 0.81 1.00 1.03 (38,1) (42,9) (22,4) (20,6) (25,4) (0,47) 1.69 1.75 1.06 1.00 1.06 1.10 (42,9) (44,4) (27,0) (25.4) (27,0) (0,50) 1.81 1.81 1.19 1.13 1.06 1.43 (46.0) (46,0) (30,1) (28,6) (27,0) (0,65) 1.38 1.56 0.69 0.69 1.00 0.87 (35,1) (39,6) (17,5) (17,5) (25,4) (0,39) 1.44 1.63 0.75 0.75 1.06 0.96 (36,6) (41,4) (19,0) (19,0) (27,0) (0,43) 1.56 1.69 0.88 0.88 1.00 1.10 (39,6) (42,9) (22,4) (22,4) (25,4) (0,50) 1.88 1.81 1.81 1.81 1.06 1.50 (47,6) (46,0) (46,0) (46,0) (27,0) (0168) 2.13 2.00 1.44 1.44 1.13 2.00 (54,1) (50.8) (36,6) (36,6) (28.6) (0.91) 1.31 1.69 0.69 0.63 1.13 0.97 (33,3) (42,9) (17,5) (15,9) (28,6) (0,44) 1.38 1.75 0.75 0.69 1.19 1.14 (19,0) (17,5) (30,2) (0,52) 1.50 1.81 0.88 0.81 1.13 1.14 (38,1) (46,0) (22,4) (20,6) (28,7) (0,52) 1.81 1.94 1.19 1.13 1.19 1.52 (46,0) (49,2) (30,2) (28,() (30,2) (0,69) TABLE 5(10F2) NOMINAL DIMENSIONS FIGURE 815 Page 7of 10 TFPI7IO Nominal Pipe Size Approx. ANSI Inches A Inches F Inches Weight Part DN (mm) (mm) Lbs. Number (kg) 1-1/2x1-1/4x1/2 1.44 1.13 1.03 86257 DN40 x 32 x 15 (36,6) (28,7) (0,47) __ 1-1/2 x 1-1/4 x 3/4 1.50 1.19 1.10 86258 DN40 x 32 x 20 (38,1) (30,1) (0,50) 1-112x1-114x1 1.63 1.13 1.31 86259 DN40x32x25 (41,4) (28,7) (0,59) 1-1/2x1-1/4x2 2.19 1.25 1.94 86260 DN40x32x50 (55,6) (57,1) (0.88) 1-1/2x1-1/2x1/2 1.44 1.13 1.14 86261 DN40 x 40 x 15 (36,6) (28,7) (0,52) 1-112x1-1/2x3/4 1.50 1.19 1.23 86262 DN40x40x20 (38,1) (30,1) (0,56) 1-1/2x1-1/2x1 1.63 1.13 1.38 86263 DN40x40 x25 (41,2) (28,7) (0,62) 1-1/2 xi-1/2 x 1-1/4 1.81- --l.19--- --1.50 DN40 x 40 x 32 (46,0) (30,1) (0,68) 1-1/2 x 1-1/2 x 2 2.19 1.25 2.00 86265 DN40 x 40 x 50 (55,5) (31,7) (0,91) 2x1 x2 2.25 1.50 2.18 86266 DN50x25x50 (57,2) (38,1) (0,99) 2x1-1/4x2 2.25 1.50 2.31 86267 DN50x32x50 (57,2) (38,1) (1,05) 2 x 1-1/2 x 1/2 1.50 1.31 1.50 86268 DN50 x 40 x 15 (38,1) (33,3) (0,68) 2 x 1-1/2 x 3/4 1.63 1.38 1.61 86269 DN50 x 40 x 20 (41,4) (35,0) (0,73) 2x1-1/2x1 1.75 1.31 1.65 86270 DNSO x 40 x 25 (44,5) (33,3) (0,75) 2 x 1-1/2 x 1-1/2 2.06 1.44 2.03 86272 DN50x40x40 (52,4) (36,6) (0,92) 2x1-1/2x2 2.25 1.50 2.37 86273 DN50x40x50 (57,1) (38,1) (1,07) ___ 2 x 2 x 1/2 1.50 1.31 1.50 86222 DNSO x 50 x 15 (38,1) (33,3) (0,68) 2x2x3/4 1.63 1.38 1.67 86223 DN50 x 50 20 (41,4) (35,0) (0,76) 2 x 2 x 1 1.75 1.31 1.91 86224 DN50x50x25 (44,5) (33,3) (0,86) 2x2x1-1/4 1.88 1.44 2.05 86225 DN50 x 50 x 32 (47,8) (36,6) (0,93) 2x2x1-1/2 2.00 1.50 2.11 86226 DN50x50x40 (50,8) (38,1) (0,96) 2 x 2 x 2-1/2 2.63 1.44 3.67 86227 DN50 x 50 x 65 (66,8) (36,6) (1,66) 2-1/2x2x3/4 1.75 1.75 2.22 86274 DN65 x 50 x 20 (44,5) (44,5) (1,01) FIGURE 815 REDUCING TEE TABLE 5(2 0F2) NOMINAL DIMENSIONS FIGURE 815 Figure 815 B Inches C Inches U Inches E Inches (mm) (mm) (mm) (mm) 1.31 1.69 0.69 0.63 (33,3) (42,9) (17,5) (16,0) 1.44 1.75 0.75 0.75 (36,6) (44,5) (19,0) (19,0) 1.56 1.81 0.88 0.88 (39,7) (46,0) (22,4) (22,4) 2.13 2.00 1.44 1.44 (54,1) (50,8) (36,6) (36,6) 1.44 1.69 0.69 0.69 (36,6) (42,9) (17,5) (17,5) 1.50 1.75 0.75 0.75 (38,1) (44,4) (19,0) (19,0) 1.63 1.81 0.88 0.88 (41,2) (46,0) (22,4) (22,4) —1:81---- 1;88 1.06 H.06 (46,0) (47,6) (27,0) (27,0) 2.19 2.00 1.44 1.44 (55,5) (50,8) (36,6) (36,6) 2.00 2.25 1.50 1.31 (50,8) (57,2) (38,1) (33,3) 2.13 2.25 1.50 1.44 (54,1) (57,2) (38,1) (36.6) 1.44 1.88 0.75 0.69 (36,6) (47,8) (19,0) (17,5) 1.50 1.94 0.88 0.75 (38,1) (49,3) (22,4) (19,0) 1.63 2.00 1.00 0.88 (41,4) (50,8) (25,4) (22,4) 1.94 2.19 1.31 1.19 (49,2) (55,5) (33,3) (30,2) 2.19 2.50 1.50 1.44 (55,5) (63,5) (38,1) (36,6) 1.50 1.88 0.75 0.75 (38,1) (47,8) (19,0) (19,0) 1.63 1.94 0.88 0.88 (41.4) (49,3) (22,4) (22,4) 1.75 2.00 1.00 1.00 (44,5) (50,8) (25,4) (25,4) 1.88 2.13 1.13 1.13 (47,8) (54,1) (28,7) (28,7) 2.00 2.19 1.25 1.25 (50,8) (55,6) (31,8) (31,8) 2.63 2.38 1.75 1.88 (66,8) (60,5) (44,5) (47,8) 1.63 2.31 0.63 0.88 (41,4) (58.7) (15,9) (22,4) Page 8 of 10 TFPI7IO FIGURE 820 FIGURE 830 FIGURE 719 CAP BRASS SEAT UNION PLUG Nominal Pipe Size Figure 820 Figure 830 Figure 719 ANSI A Approx. A B Approx. A Approx. Inches Inches Weight Part Inches Inches Weight Part Inches Weight Part DN (mm) Lbs. Number (mm) (mm) Lbs. Number (mm) Lbs. Number (kg) (kg) (kg) 1/2 DN15 0.88 (22,4) 0.15 (0,06) 72776 1.88 (47,8) 0.81 (20,6) 0.47 (0,21) 86207 0.94 (23,9) 0.10 (0,04) 86292 3/4 DN20 1.00 (25,4) 0.22 (0,10) 72777 2.00 (50,8) 0.94 (23,9) 0.66 (0130) 86275 1.13 (28,7) 0.18 (0,08) 86293 1 DN25 1.18 (30,0) 0.33 (0,15) 72824 2.19 (55,6) 0.81 (20,6) .1.08 (0,49) 86276 1.25 (31,7) 0.28 (0,13) 86294 1-1/4 1.31 0.54 72756 2.50 1.06 1.54 86277 1.38 0.50 86295 DN32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23) 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296 DN40 (35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (0,32) 2 .. - 1.50.. 0.96 72823 3.13 _ 1.63 _3.15_ - 86279 86297 DN50 (38,1) (0,43) (79,5) (41,4) (1,43) . (38,1) (0,41) 2-1/2 1.75 1.80 72825 .1.50 ..... DN65 (44,5) (0,82) TABLE 6 NOMINAL DIMENSIONS FIGURES 820,830 & 719 1. TFPI7IO Page 9 of 10 FIGURE 825 FIGURE 827 FIGURE 816 EXTENSION PIECE HEX BUSHING REDUCING COUPLING Nominal Pipe Figure 825 Figure 827 Figure 816 Size Extension Piece Hex Bushing Reducing Coupling A Approx. A Approx. A B Approx. ANSI Inches Inches Weight Part Inches Weight Part Inches Inches Weight Part DN (mm) Lbs. Number (mm) Lbs. Number (mm) (mm) Lbs. Number (kg) (kg) (kg) 1/2x1/2 1.50 0.20 72751 - - - - - - - DN15 x 15 (38,1) (0,09) 1/2x1/2 2.00 0.27 72980 - - - - - - - 0N15 x 15 (50,8) (0,12) 3/4x3/4 1.50 0.22 72981 - - - - - - - DN20 x 20 (38,1) (0,10) 3/4 x 3/4 2.00 0.31 73982 - - - - - - - DN20 x 20 (50,8) (0,14) 3/4 x1/2 1.75 0.69 0.38 86772 DN20x15 - - - - - - (43,2) (17,5) (0,17) 1 x 1/2 1.06 0.22 72726 1.69 0.50 0.38 86228 DN25xi5 ..(0,10) _(42,9). (12,7)_ (0,17)_ I x3/4 1.06 0.18 72762 1.75 0.50 0.53 86229 DN25x20 - .i_....(26,9) - - (26,9) (0,08) (43,2) (12,7) (0,24) 1-1/4x1 1.19 0.31 72763 - - - - DN32 x 25 - - (30,2) (0,14) 1-1/2x1 1.25 0.53 72757 - - - - DN40x25 - - - (31,7) (0,24) 1-1/2x1-1/4 1.25 0.35 72764 - - - - DN40 x 32 - - - (31,7) (0,10) 2x1 1.38 0.75 72759 - - - - DN50 x 25 - - (35,1) (0,34) 2x1-1/4 1.38 0.69 72761 - - - - DN50x32 - - - (35,1) (0,31) 2x1-I/2 1.38 0.62 72775 - - - - DN50x40 - - - (35,1) (0,28) TABLE 7 NOMINAL DIMENSIONS FIGURE 825, 827 & 816 Page 10 of 10 CALIFORNIA TEES Nominal Pipe Size California Tees ANSI A B C D Approx. Inches Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) (mm) Lbs. Number (kg) 1 x 1/2x 1 1.50 0.88 3.00 0.75 0.95 DN25x15x25 (38,1) (22,4) (76,2) (19,1) (0,43) 42000 1 x 1 x 1 1.50 0.75 3.00 0.75 0.95 42001 DN25x25x25 (38,1) (19,1) (76,2) (19,1) (0,43) TABLE 8 NOMINAL DIMENSIONS CALIFORNIA TEES STREET ELBOWS Nominal Pipe Street Elbows Size ANSI A B C Approx. Inches Inches Inches Inches Weight Part DN (mm) (mm) (mm) Lbs. Number (kg) 1 x 1/2 1.50 0.75 3.00 0.70 42003 DN25x15 (38,1) (19,1) (76,2) (0,32) Ix 1 1.50 0.75 3.00 0.90 1 42002 DN25x25 (38,1) (19,1) (76,2) (0,40) TABLE 9 NOMINAL DIMENSIONS STREET ELBOWS © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 TFPI7IO Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed n!y when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 200R (Import) - 'Trimline" Adjustable Band Hanger wlRetainer Ring C®US USED Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - MU. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt .11 00 1/2 3/8 8mm or 10mm 31/8 2/8 400 11 3/4 3/8 8mm orlOmm 31/8 21/2 400 11 1 3/8 8mm or 10mm 3/8 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 2/8 400 13 11/2 3/8 8mm or 10mm 3/8 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 5/8 4 600 29 31/2 3/8 10mm 73/s 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 v,,wwtolco.com LJ Size Range - Secures 3/8" thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish- Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order rod diarneter, rod length and finish Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 Rod Stiffener Size Range - Secu 8° thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger or vertical seismic bracing. Approvals - Included in our Seismic Restrain talog approved Component of State of California OSHPD Approved Seismic Restraints System information relatina to OSHPD proiects, olease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 11/2" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt./100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 - 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I . CUSTOMER SERVICE • 800.786.5266 www.tolco.com Not less than Wood Flooring T nominal width Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. Wood 27i1 (670(3/ -_ . I -.•---•-.•----. •..- -. --,,-.--•,-------- -.. . --.•.-' 1 1 - -- -. LL .L3L .. I 1760 /Fir/ - - 6057 1 75 1/4 x 3/4 564 (3/4 P1 - 8ri0u795L/ •(,ST 10 1l4xl' .- '--, 25 /16El 44 8008957 GST20 1/4x2" 1760 (Fl) - 850 25 125 /l3 zdLs.. . iIth SS 8-i3z. 3/8" 8009925 GST25-380 3/8x2-I/2 2113 (Fir) 1500 25 125 318"8069925 OST 30-SS1/4x3"2060(Fl) 25 125 8012925 1 60 1/4x6 2230 (Fir) 25 125 - _ 14x2Z __925 TZ T 1 8014925 GST2.5-380 3/8 x2-1/2 2113 (Fir) 25 125 EL2 i3i 1/2 8016925 GST4 114x4" 2180 (Fir) 25125 22377/ __c25jj_ A #14 Black Nut Driver Part # 8113910 I #14 SW Red Nut Driver art #8114910 Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 31/2 x 12 pitch roof. • Reduces installation cost. Allows 17 defection from vertical. • Made in the U.S.A. 3/8" 8141957 SH-GST30 114x3" 1720 (Firl 1500 1475 25 125 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit www.sammysuperscrew.com __ I± \ Qo#_$~ MADE IN USA '' #144 Black Nut Driver Part # 8113910 Flour Joist Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. Not less than 2' nominal width / (1-1/2') up to 3-1/2' pipe; not less than 3' (2-1/2') nominal width 4' & 5 pipe IMinimum 2-1/2' from bottom for branch lines. Minimum 3'm fro bottom for mainlines. Exception: This requirement shall not apply 102' or thicker nailing ships resting on top of steel beams. 0, ii #14 SW Red Nut Driver Part # 8114910 1/4 x 2° 8021957 SWG20 1/4x2 1725 (Fir) 1050 25 125 8022925 SWG25-380 318x2-112° 2249 (Fir 2397 Insert the appropriate nut driver into a 318" or 1/2" portable drill. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4", 3/8°, 1/2"or metric all thread rod, bolt stock. (The 1/2° requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purl/n steel. ................ ........... ........... Insert the appropriate nut driver into a 3/8" or 1/2"portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 3/8° or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in put1in steel. SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. ®TOLCO APPROVZD FM Approved Design Loads * 21/2" (65mm) pipe size - 1600 lbs. (7.11kN) 3" (75mm) to 4" (1 00mm) pipe size - 1700 lbs. (7.56kN) 5" (125mm) to 8" (200mm) pipe size - 1033 lbs. (4.59kN) Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 21& (65mm) thru 8 (200mm) IPS. * Pipe size used for bracing: 1(25mm) and 11/4 (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1 "(25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 64. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1 (25mm) or 11/4 (32mm)), and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other Cooper B-Line/TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. ** See load ratings in FM Approved Design Load chart. * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where? is the installation angle measured from the vertical. FM Approved design loads are based on ASD design method. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP_ 00 COOPER B-Line APPROVED Set Bolt Included Mounting Hardware Is Not Included - - Pat. #617,030, 14L - - -. Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Designed to meet or exceed requirements of FM DS 2-8. Fig. 4L Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1 "(25mm) thru 2" (50mm), Cooper B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4° (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4L, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L or other TOLCO approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish. * Standard size. ** Mounting attachment hole size. Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s (Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOKER B-Line 3.. 4-Way Riser Brace (plan view) Set Halt & Hardware Included Fig. 41 - Longitudinal "In-Line" Sway Brace Attachment Size Range: 21/2 (65mm) through 8' (200mm) IPS. Material: Steel ®Tc LCD <e> APPROVED Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2" (65mm) through 8" (200mm) pipe. For UL Listed information refer to page 46. Installation Instructions: Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the bracing pipe and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage bracing pipe into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. Longitudinal Brace FM Approved when used with 1', 11/4', 1½" or 2' Sch. 40 brace pipe. FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s ('Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper 13-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOER B-Line