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HomeMy WebLinkAbout786 GRAND AVE; ; FPC2020-0166äty of Carlsbad F 7 Print Date: 07/26/2024 Permit No: FPC2020-0166 Job Address: 786 GRAND AVE. CARLSBAD, CA 92008-2330 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2033020400 Track t: Applied: 09/24/2020 Valuation: $0.00 Lot #: Issued: 10/26/2020 Occupancy Group: Project #: Finaled Close Out: 07/26/2024 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Cheung, Nathaniel Project Title: Description: GRAND JEFFERSON -NEW SPRINKLER SYSTEM FOR NEW CONSTRUCTION, 4 STORY, MIXED USE (COMMERCIAL & 6 CONDOS), 288 HEADS Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 9475 CHESAPEAKE DR 9475 CHESAPEAKE DR SAN DIEGO, CA 92123-1336 SAN DIEGO, CA 92123-1336 (619) 588-6364 (619) 588-6364 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 FIRE Protection Sys Manual $396.00 Total Fees: $1,254.00 Total Payments To Date: $1,254.00 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 Hydraulic Calculations for Project Name: Drawing 1 Location: Drawing Name: 20-0396—GRAND JEFFERSON FIRE SPRINKLERS 9.12.22.ca Calculation Date: 9/15/2022 Design Remote Area Number: 3 Remote Area Location: PARKING GARAGE Occupancy Classification: (Area 3)Extra Hazard Group I Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.30g pm/ft2 2500ft2 (Actual 2030ft2) 100ft2 Upright 22 0 N/Agpm at Node: N/A 500.00 at Node: 1 Type: Allowance at Source (Safety Margin = 11.430) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1317.68 @ 58.490 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes Automatic peaking results Left: 58.490 Right: 58.490 l,© M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.22.0 3 9/15/2022 6:47:02AM Page 1 Hydraulic Graph Job Name: Drawing 1 N 1.85 Remote Area Number: 3 Date: 9/15/2022 100- - I Water Supply I Summary Sheet L. Node:1 90—--- 80— Static Pressure 72 000 70— - '1317.6 -8 9.920 60 - - 5178 @ 58.400 1317.68 with Hose Allowance at Source 750.00 57.600 System demand curve 30 _.. 20— oH 0_...:Il..jJ.1.Lj.I.I.,1 II1 IIIII I I I I I I I I I I I I I I I I I I IllIllIll I I 111111 I II I I I I I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Flow - gpm ©M.E.P.CAD, Inc. LJOR AutoSPRINK 2020 06.3.22.0 9/15/2022 6:47:03AM Pane 2 ISumrnary0f0utf1ow1ng Devices - Job Number: 1 Report Description: (Area 3)Extra Hazard Group (3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c> Sprinkler 300 40.00 40.00 11.2 12.755 Sprinkler 301 40.14 40.00 11.2 12.842 Sprinkler 302 21.06 19.50 5.6 14.140 Sprinkler 303 40.03 40.00 11.2 12.772 Sprinkler 304 23.19 19.50 5.6 17.150 Sprinkler 305 40.24 40.00 11.2 12.910 Sprinkler 306 40.51 40.00 11.2 13.084 Sprinkler 307 40.55 40.00 11.2 13.111 Sprinkler 308 40.57 40.00 11.2 13.121 Sprinkler 309 40.96 40.00 11.2 13.378 Sprinkler 310 41.69 40.00 11.2 13.855 Sprinkler 311 41.70 40.00 11.2 13.860 Sprinkler 312 41.70 40.00 11.2 13.860 Sprinkler 313 41.87 40.00 11.2 13.975 Sprinkler 314 21.22 19.50 5.6 14.355 Sprinkler 315 42.83 40.00 11.2 14.623 Sprinkler 316 22.43 19.50 5.6 16.039 Sprinkler 317 43.64 40.00 11.2 15.186 Sprinkler 318 43.65 40.00 11.2 15.188 Sprinkler 319 43.80 40.00 11.2 15.293 Sprinkler 320 22.22 19.50 5.6 15.745 Sprinkler 321 43.69 40.00 1 11.2 15.219 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. J AutoSPRlNl< 2020 06.3.22.0 9/15/2022 6:47:04AM Page 3 Job Name: Drawing I Remote Area Number: 3 Date: 9/15/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water 72.000 57.600 3750.00 69.920 1317.68 58.490 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 58.490 817.68 300 13-6 Sprinkler 12.755 40.00 301 13-5 Sprinkler 12.842 40.14 302 13-4 Sprinkler 14.140 21.06 303 1351/2 Sprinkler 12.772 40.03 304 12-1 Sprinkler 17.150 23.19 305 1351/2 Sprinkler 12.910 40.24 306 13-4 Sprinkler 13.084 40.51 307 13-4 Sprinkler 13.111 40.55 308 13-4 Sprinkler 13.121 40.57 309 13-4 Sprinkler 13.378 40.96 310 13-4 Sprinkler 13.855 41.69 311 13-4 Sprinkler 13.860 41.70 312 13-4 Sprinkler 13.860 41.70 313 13-4 Sprinkler 13.975 41.87 314 13-4 Sprinkler 14.355 21.22 315 13-4 Sprinkler 14.623 42.83 316 13-4 Sprinkler 16.039 22.43 317 12-1 Sprinkler 15.186 43.64 ,©M.E.P.CAD, Inc. ill AutoSPRlNK 2020 v16.3.22. 9/15/2022 6:47:06AM Paqe4 Job Name: Drawingi Remote Area Number: 3 Date: 9/15/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 318 12-1 Sprinkler 15.188 43.65 319 12-1 Sprinkler 15.293 43.80 320 12-1 Sprinkler 15.745 22.22 321 12-1 Sprinkler 15.219 43.69 2 4-6 58.402 3 4-6 56.835 4 4-6 46.711 5 -4'-6 46.138 15 0-11% 42.969 22 13-4 13.785 34 13-5/ 13.148 36 13-4 13.808 48 12-1 15.274 826 12-1% 21.630 829 13-4 18.986 832 12-1 15.281 833 13-4 13.625 854 4-4 39.357 863 12-1 22.807 864 4-4 Supply 35.641 865 12-1 21.811 881 12-1 15.363 895 12-1 19.499 Y©M.E.P.CAD, Inc. 111 AutoSPRlNK 2020 v16.3.22. 9/15/2022 6:47:06AM Pae5 Job Name: Drawingi Remote Area Number: 3 Date: 9/15/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 899 12-1 15.393 902 13-4 14.891 912 12-1 18.971 915 13-4 17.700 920 12-1 15.417 923 13-4 14.110 930 12-1 18.556 933 13-4 16.898 940 12-1 15.497 949 12-1 18.253 954 12-1 15.665 956 13-4 15.531 963 12-1 18.086 965 13-4 17.136 973 12-1 15.760 975 13-4 15.594 982 12-1 17.990 984 13-4 17.073 1001 12-1 15.819 1004 13-4 15.600 1005 12-1 17.932 1007 13-4 17.067 1016 12-1 15.844 ©M.E.P.CAD, Inc. §I AutoSPRINK 2020 v16.3.22. 9/15/2022 6:47:06AM IPaie6 Job Name: Drawingi Remote Area Number: 3 Date: 9/15/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1019 12-1 17.906 1043 12-1 15.853 1046 13-4 15.599 1050 12-1 17.898 1053 13-4 17.068 ©M.E.P.CAD, Inc. 11 AutoSPRINK 2020 v16.3.22. 9/15/2022 6:47:06AM Paqe7 Job Name: Drawingi Remote Area Number: 3 Date: 9/15/2022 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Length) Fixed Pressure Losses Fitting (Foot) Pt Friction Elev(Pe) Elev 2 Total Flow when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) Loss( Unit .Pe; directly to (Pt) and shown as (Foot) 300 13-6 11.2 40.00 2 (See 8-10 120 12.755 Route ..... 0.034 Notes) Sprinkler 301 13-5 26.65 2.2030 0.005967 8-10 0.053 301 13-5 11.2 40.14 2 (See 761/2 120 12.842 Sprinkler, 2051/2 0.030 Notes) 22 13-4 66.79 2.2030 0.032648 E(6'-10), T(13'-7%) 28-0 0.914 22 13-4 59.05 2 341/2 120 13.785 Flow (q) from Route 4 0.105391 302 13-4 125.83 2.2030 341/2 0.354 302 13-4 5.6 21.06 2 (See 20'11 120 14.140 Sprinkler, 1371/2 Notes) 829 13-4 146.89 2.2030 0.140321 P0(13-71/2) 3461/2 4.847 829 13-4 2 (See 121/2 120 18.986 11-3 0.524 Notes) 826 12-1% 146.89 2.1170 0.170350 P0(11-3) 125h/2 2.120 826 1211/2 4 (See 8'3 120 21.630 22-3% 0.018 Notes) 865 12-1 146.89 4.3100 0.005342 fT(22-31/2) 3061/2 0.163 865 12-1 670.79 4 791/2 120 21.811 Flow (q) from Route 2 0127947 863 12'-1 81768 43100 791/2 0.997 863 12-1 4 (See 7-9 120 22.807 66-8% 3.360 - Notes) 864 4-4 817.68 4.3160 0.127083 fE(9-61/2), CV(30'-101/2), f(-0.00 74-6 9.474 0), BV(16-10), fE(9'-51/2), 1ST B.0.R 864 44 4 (See 1-2 120 35.641 27-101/2 Notes) 854 44 81768 4.3,100 0127947 P0(27 10%) 290% 3.716 854 44 6 (See 30.7h/2 120 39.357 8411/2 1.463 Notes) 15 0-11% 817.68 6.3950 0.018728 fT(32'-41/2), BV(12'-ll%), 3fE(1 114-9 2 149 2-11%) 15 0-11% 6 (See 1151/2 120 42.969 30-2 2.366 Notes) - 5 4-6 - 817.68 6.3570 0.019280 fE(12'-7), E(17'-7) 41-7% 0.802 ,© M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.22.0 3 9/15/2022 6:47:07AM Page 8 Job Name: Drawing 1 Remote Area Number: 3 Date: 9/15/2022 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 5 4-6 6 (See Notes) 4'2 140 46.138 EE(11-0%), E(22-1) 33-1 0.015382 4 -4-6 817.68 6.2800 0.573 4 4-6 6 (See Notes) 160 120 46.711 T(37-81/2), BFP(-8.344), LtE(11 6671/2 0.019280 0.000 3 4-6 817.68 6.3570 8171/2 10.124 3 4-6 6 (See Notes) 48101/2 150 56.835 GV(4'-7%), T(46'-2%) 50-10 0.015724 0.000 2 4-6 817.68 6.0900 9981/ 1.568 2 4-6 12 (See Notes) 13291/2 140 58.402 Water Supply 0.000657 1 4-6 817.68 12.0000 132-9% 0.087 500.00 58.490 Hose Allowance At Source Total(Pt) Route 1 1 1317.68 300 13-6 11.2 40.00 2 (See Notes) 8-10 120 12.755 Route 2 ..... Sprinkler 0.001660 0.002 303 13-51/2 13.35 2.2030 8-10 0.015 303 1351/ 11.2 40.03 2 (See Notes) 3-9 120 12.772 Sprinkler, T(13'-7%) 13-7% 0.021564 0.001 34 13-51/2 53.37 2.2030 17-5 0.375 34 13-5% 40.24 2 (See Notes) 3'0 120 13.148 Flow (q) from Route 3 E(6 10) 6-10 0060977 0.061 36 13-4 9362 22030 9 10 0.599 36 13-4 2 (See Notes) 13 120 13.808 P0(11 3) 11-3 0074027 0.542 48 12'-1 9362 21170 126 0.924 48 12-1 4 3-0 120 15.274 0.002321 832 12-1 93.62 4.3100 3-0 0.007 832 12-1 103.55 4 9-0 120 15.281 Flow (q) from Route 5 0.009209 881 12-1 197.17 4.3100 0.083 © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.22.0 3 9/15/2022 6:47:07AM Page 9 Job Name: Drawingi Remote Area Number: 3 Date: 9/15/2022 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 881 12-1 2 (See Notes) 29'4 120 15.363 P0(13-7%) 13-71/2 304 12-1 76.11 2.2030 0.041577 4211h/2 1.786 304 12-1 5.6 23.19 2 (See Notes) 201 11 120 17.150 Sprinkler, 13-7% 895 12-1 99.30 2.2030 0.068005 P0(13'7%) 3461/2 2.349 895 12-1 571.49 4 (See Notes) 3'9 120 19.499 Flow (q) from Route 7 22-31/2 865 12-1 670.79 4.3100 0.088702 fT(22'-3%) 26-1 2.312 21.811 Total(Pt) Route 2 305 13-51/2 11.2 40.24 2 (See Notes) 5-1 F 120 12.910 Route 3 ..... Sprinkler, 13-7% -0.001 34 13-5% 40.24 2.2030 0.012789 T(13'-7%) 18-8% 0.239 13.148 Total(Pt) Route 3 306 13'-4 11.2 40.51 2 (See Notes) 81 10 120 13.084 4 ..... Sprinkler 307 13-4 18.49 2.2030 0.003035 8-10 0.027 307 13-4 11.2 40.55 2 (See Notes) 7'6% 120 13.111 .Route Sprinkler, 18-5 22 13-4 59.05 2.2030 0.025995 fE(4'-9%), T(13'-7%) 25-11% 0.674 13.785 Total(Pt) Route 4 306 13-4 11.2 40.51 2 (See Notes) 8'10 120 13.084 ..... Sprinkler 308 13-4 22.02 2.2030 0.004191 8-10 0.037 308 13-4 11.2 40.57 2 (See Notes) 3'g 120 13.121 Sprinkler, 13-7% 833 13-4 62.59 2.2030 0.028953 .Route5 P0(13-7%) 17-5 0.504 833 13-4 40.96 2 (See Notes) 11 3 120 13.625 Flow (q) from Route 6 11-3 0.542 832 12-1 103.55 2.1170 0.089216 P0(11-3) 12-6 1.114 15.281 Total(Pt) Route 5 ,©M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.22.0 3 9/15/2022 6:47:07AM Page 10 Job Name: Drawing 1 Remote Area Number: 3 Date: 9/15/2022 Pipe Information Node I Elev I 'F 00 K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) __________ Pf Friction (psi) Loss P Unit • Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 309 13-4 11.2 40.96 2 (See Notes) 5'1 120 13.378 Route 6 ..... Sprinkler, P0(13-7%) 13-7% 0.013217 833 13-4 40.96 2.2030 1881,/2 0.247 13.625 Total(Pt) Route 6 310 13-4 11.2 41.69 2 (See Notes) 5-1 120 13.855 Route ..... Sprinkler, P0(13-7%) 1371/2 0.013652 923 13-4 41.69 2.2030 18-8V2 0.255 923 13-4 42.83 2 (See Notes) 1'3 120 14.110 Flow (q) from Route 8 P0(11-3) 11-3 0.061270 0.542 920 12-1 - - 84.52 2.1170 12-6 0.765 920 12-1 103.97 4 9-6 120 15.417 Flow (q) from Route 14 0.008472 940 12-1 - - 188.48 4.3100 9-6 0.080 940 12-1 48.13 + 43.69 4 9-6 120 15.497 Flow (q) from Route 11 and 13 0.017655 954 12-1 280.31 4.3100 9-6 0.168 954 12-1 4 8-5 120 15.665 0.011297 973 12'-1 220.20 4.3100 8'-S 0.095 973 12-1 4 9,-0 120 15.760 0.006453 1001 12-1 162.69 4.3100 9-0 0.058 1001 12-1 4 8'-4 120 15.819 0.003107 1016 12-1 109.59 4.3100 8-4 0.026 1016 12-1 4 11-10 120 15.844 - 0.000722 1043 12-1 49.80 4.3100 11-10 0.009 1043 12-1 2 (See Notes) 11 3 120 15.853 P0(11-3) 11-3 0.023025 -0.542 1046 13-4 49.80 2.1170 12-6 0.287 1046 13-4 2 (See Notes) 50'21/2 120 15.599 P0(13-7%) P0(13-7%) 27-3% 0.018966 1053 13-4 49.80 2.2030 77-6 1.470 © M.E.P.CAD, Inc. AutoSPRlNK 2020 v16.3.22.0 3 9/15/2022 6:47:07AM Page 11 Job Name: Drawing 1 Remote Area Number: 3 Date: 9/15/2022 Pipe Information Node I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length Length 00t) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total Friction(P 1053 13-4 2 (See Notes) 1-3 120 17.068 P0(11-3) 11-3 0.023025 0.542 1050 12-1 49.80 2.1170 12-6 0.287 1050 12-1 4 11-10 120 17.898 0.000722 1019 12-1 49.80 4.3100 11-10 0.009 1019 12'1 59.79 4 8-4 120 17.906 Flow (q) from Route 15 0.003107 1005 12 1 10959 43100 8'-4 0.026 1005 12-1 53.10 4 9-0 120 932 Flow (q) from Route 16 0.006453 982 12-1 162.69 4.3100 9-0 0.058 982 12-1 57.51 8-5 120 17.990 Flow (q) from Route 20 0.011297 963 12-1 220.20 4.3100 8-5 0.095 963 12-1 60.11 4 9-6 120 086 Flow (q) from Route 18 0.017655 949 12-1 280.31 4.3100 9-6 0.168 949 12-1 105.18 4 9'-6 120 18.253 Flow (q) from Route 12 0.031832 930 12-1 - 385.49 4.3100 9-6 0.302 930 12-1 103.65 4 841/2 120 18. 556 Flow (q) from Route 9 0.049454 912 12-1 489.14 4.3100 841,4 0.415 912 12-1 82.35 4 8-0 120 18. 971 Flow (q) from Route 10 0.065950 895 12-1 571.49 4.3100 8-0 0.528 19.499 Total(Pt) Route 7 311 13-4 11.2 41.70 2 (See Notes) 8-10 120 13.860 Route ..... Sprinkler 0.000017 312 13-4 1.13 2.2030 8-10 0.000 312 13-4 11.2 41.70 2 (See Notes) 3'-9 9 120 13.860 Sprinkler, PO(13'-71,6) 1371/2 0.014351 923 13-4 42.83 2.2030 17-5 0.250 © M.E.P.CAD, Inc.JI AutoSPRINK 2020 06.3.22.0 3 9/15/2022 6:47:07AM Page 12 Job Name: Drawingi Remote Area Number: 3 Date: 9/15/2022 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) F K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) __________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow • Unit Loss Per U when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 14.110 Total(Pt) Route 8 311 13-4 11.2 41.70 2 (See 8'10 120 13.860 9 ..... Sprinkler Notes) 313 13-4 40.56 2.2030 0.012979 8-10 0.115 313 13-4 11.2 41.87 2 (See 710h/2 120 13.975 Sprinkler Notes) 314 13-4 82.43 2.2030 0.048191 7101/2 0.380 314 13'-4 5.6 21.22 2 (See 20'11 120 14.355 .Route Sprinkler, 13-7% Notes) 933 13'-4 103.65 2.2030 0.073618 P0(13'-7 3461/2 2.543 933 13-4 2 (See 1'3 120 16.898 11-3 0.542 Notes) 930 12-1 103.65 2.1170 0.089373 PO(113) 12-6 18.556 Total(Pt) Route 9 315 13-4 11.2 42.83 2 (See 5-1 120 14.623 Route 10 ..... Sprinkler, 13-7% Notes) 902 13-4 42.83 2.2030 0.014351 P0(13-7%) 18-8% 0.268 902 13-4 17.09 2 29'-4 120 14.891 P0(13-7%), Flow (q) from Route 21 13-7% 316 13-4 59.92 2.2030 0.026711 _____________ 42-11% 1.148 316 13-4 5.6 22.43 2 (See 20-11 120 16.039 Sprinkler, 13- 71/2 Notes) 915 13-4 82.35 2.2030 0.048098 P0(13-7%) 34-61/2 1.661 915 13-4 2 (See 1'3 120 17.700 11-3 0.542 Notes) 912 12-1 82.35 2.1170 0.058392 P0(11-3) 12-6 0.729 18.971 Total(Pt) Route 10 317 12-1 11.2 43.64 2 (See 8-10 120 15.186 Route 11 ..... Sprinkler Notes) 318 12-1 4.48 2.2030 0.000221 8-10 0.002 318 12-1 11.2 43.65 2 (See 3' 120 15.188 Sprinkler, 13-7% Notes) 940 12-1 48.13 2.2030 0.017811 P0(13-7%) 17-5 0.310 © M.E.P.CAD, Inc. AutoSPRlNK 2020 v16.3.22.0 3 9/15/2022 6:47:07AM Page 13 Job Name: Drawing 1 Remote Area Number: 3 Date: 9/15/2022 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 15.497 Total(Pt) Route 11 317 12-1 11.2 43.64 2 (See Notes) 8'10 120 15.186 Route 12 ..... Sprinkler 0.012160 319 12-1 39.16 2.2030 8-10 0.107 319 12-1 11.2 43.80 2 (See Notes) 931/2 120 15.293 Sprinkler 0.048761 320 12-1 82.96 2.2030 0.452 320 12-1 5.6 22.22 2 (See Notes) 19'6 120 15.745 Sprinkler, P0(13-7%) 13-7 % 0.075640 949 12-1 105.18 2.2030 33-2 2.508 18.253 Total(Pt) Route 12 321 12-1 11.2 43.69 2 (See Notes) 5-1 120 15.219 Route 13 ..... Sprinkler, P0(13'7%) 1371/2 0.014891 940 12-1 43.69 2.2030 18-8% 0.279 15.497 Total(Pt) Route 13 881 12'-1 76.11 4 8-0 120 15.363 Route 14 ..... Flow (q) from Route 2 0.003735 899 12-1 121.06 4.3100 8-0 0.030 899 12-1 4 8-4% 120 15.393 0.002818 920 12-1 103.97 4.3100 8-4% 0.024 15.417 Total(Pt) Route 14 1016 12-1 2 (See Notes) 50'-2% T 120 15.844 Route 15 ..... P0(13-7%) PO(13'7%) 27-31/2 t 0.026605 1019 12-1 59.79 2.2030 77-6 2.062 17.906 Total(Pt) Route 15 1007 13-4 53.10 2 (See Notes) 1-3 T 120 17.067 Route 16 ..... Flow (q) from Route 17 P0(11-3) 113 0.025933 0.542 1005 12-1 53.10 2.1170 12-6 0.324 17.932 Total(Pt) Route 16 1004 13-4 53.10 2 (See Notes) 50-2% T 120 15.600 Route 17 ..... P0(13.7%), Flow (q) from Route 19 fE(4'-9%) 18-5 t 0.021361 1007 13-4 53.10 2 .2030 68-71/2 ____________ 1.466 . © M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.22.0 3 9/15/2022 6:47:07AM Page 14 Job Name: Drawing 1 Remote Area Number: 3 Date: 9/15/2022 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal io Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 17.067 Total(Pt) Route 17 954 12-1 2 (See 1-3 120 15.665 Route 18 ..... P0(11-3) 11-3 -0.542 Notes) 956 13-4 60.11 2.1170 0.032618 12-6 0.407 956 13-4 2 (See 5021/2 120 15.531 fE(4-91/2) 961/2 Notes) 965 13-4 60.11 2.2030 0.026868 fE(4-91/2) 59-9% 1.606 965 13-4 2 (See 1'3 120 17.136 11-3 0.542 Notes) 963 12-1 60.11 2.1170 0.032618 P0(11-3) 12-6 0.407 18.086 Total(Pt) Route 18 1001 12-1 2 (See I 1'3 120 15.819 Route 19 ..... P0(11-3) t 11-3 -0.542 Notes) 1004 13-4 53.10 2.1170 0.025933 12-6 0.324 15.600 Total(Pt) Route 19 973 12-1 2 (See 1'3 120 15.760 Route 20 ..... P0(11-3) 11-3 -0.542 Notes) 975 13-4 57.51 2.1170 0.030052 12-6 0.375 975 13-4 2 (See 5021/2 120 15.594 961/2 Notes) 984 13-4 57.51 2.2030 0.024754 fE(4'-9%) 59-9% 1.480 984 13-4 2 (See 1'3 120 17.073 11-3 0.542 Notes) 982 12-1 57.51 2.1170 0.030052 P0(11-3) 12-6. 0.375 17.990 Total(Pt) Route 20 899 12-1 2 (See J 1-3 120 15.393 Route 21 ..... P0(11-3) 11-3 -0.542 Notes) 902 13-4 17.09 2.1170 0.003185 12-6 0.040 14.891 Total(Pt) Route 21 © M.E.P.CAD, Inc. J AutoSPRINK 2020 v16.3.22.0 3 9/15/2022 6:47:07AM Page 15 Job Name: Drawingl Remote Area Number: 3 Date: 9/15/2022 I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Value Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 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 I11W Elbow Ee2 221/ 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. AutoSPRINK 2020 06.3.22.0 ' 3 9/15/2022 6:47:07AM Page 16 I ES NJ S I \I E • FZ ES C> Li I E F LI L • I LI L E Grand Jefferson 786 Grand Avenue, Carlsbad, CA 92008 FIRE SPRINKLERS CALCULATION SUBMITTAL / ** Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. Hydraulic Calculations for Project Name: Drawingl Location: Drawing Name: 20-0396—GRAND JEFFERSON—STANDPIPE ISOMETRIC Design Remote Area Number: Remote Area Location: STANDPIPE Occupancy Classification: STANDPIPE Density 0.20gpm/ft2 Area of Application: 1500ft2 (Actual 3307ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: NA No. of sprinklers calculated: 0 No. of nozzles calculated: 0 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm at Node: 83 Type: 250.00 at Node: 500 Type: 250.00 at Node: 501 Type: 250.00 at Node: 502 Type: Total Water Required (including Hose Streams where applicable): From FDC Supply at Node 83: 750.00 @ 141.007 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 10/14/2020 Allowance at Source Hose Hose Hose (Safety Margin = 2.412 psi) Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A (A.© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .20.0 10/14/2020 7:34:26AM Page 1 Hydraulic Graph Job Name: Drawing 1 N 1.85 Remote Area Number: Date: 10/14/2020 150— z bippiy Summary Sheet 135 — 120— 105- 90— CL - 75 in a. ::: 45---- 3o---- 15— 0....11i.u.J.I.J.l.1111111 liiiiIii iiiiiiii 1I1111111 iii 11111 111111111 I I I I I I I I I I I I I 0100 200 300 400 500 600 700 800 900 1000 Flow - gpm ©M.E.P.CAD, Inc. AutoSPRINK2019v15.1.20.O 10/14/2020 7:34:28AM Paqe2 summary Of Outfiowing Devices Job Number; 1 <eport Uescrlptlon; b IAN Lflil- Actual Flow Minimum Flow i K-Factor Pressure Density Coverage Device (gpm) (gpm) (K) (psi) (gpmpft2) (Foot) Hose 500 250.00 250.00 25 116.158 Hose 501 250.00 250.00 25 104.459 Hose 502 250.00 250.00 25 100.000 c. Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20.0 10/14/2020 7;34;30AM Page 3 Job Name: Drawing I Remote Area Number: Date: 10/14/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 83 FDC Supply 143.419 143.419 0.00 143.419 750.00 141.007 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 83 3-8 Supply 141.007 750.00 500 36-8Y2 Hose 116.158 250.00 Has 501 38-0Y2 Hose 104.459 250.00 Has 502 48-0 Hose 100.000 250.00 Hos 79 36-81/2 123.078 84 4-6 144.424 85 4-6 143.688 86 7-2 137.702 87 7-2 137.006 88 13-2 134.183 90 38-0% 111.395 91 48-0 106.937 E&© M.E.P.CAD, Inc. LAUtOSPRINK 2019 v15,1.20. 10/1412020 7:34:32AM Paqe 4 Job Name: Drawinqi Remote Area Number: Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 502 48-0 250.00 21/2 (See Notes) 071/2 120 100.000 Route 1 ..... Hose(-1 00.000)(31 -0) P0(18-91/2) 0.137602 91 48-0 250.00 2.7070 50-5 6.937 91 48-0 4 9'-11Y2 120 106.937 0.014190 4.317 90 38-0% 250.00 4.3160 9'-11'/2 0.141 90 38-0% 25000 4 (See Notes) 104'10 120 111.395 Flow (q) from Route 2 7fE(9'-6%), fT(22'-5%), BV(16'- 10), P0(28-l) 134'-1Y2 0.051157 13.385 87 7-2 500.00 4.3160 238-11 Y2 12.225 87 7-2 250.00 6 (See Notes) 17'8% 120 137.006 Flow (q) from Route 3 2fE(12'-1111/2) 25-10% 0.015961 0.000 86 7-2 750.00 6.3950 43-7% 0.696 86 7-2 6 (See Notes) 13'9 120 137.702 2fE(12'-7), E(17'-7) 42-9 0.016432 5.058 85 4-6 750.00 6.3570 56-6 0.928 85 4-6 6 (See Notes) 11-10 150 143.688 2E(21'-7) 4311/2 0.013401 -0.000 84 4-6 750.00 6.0900 54-11% 0.736 84 4-6 6 (See Notes) 7'6 120 144.424 0.016432 -3.540 83 3-8 750.00 6.3570 7-6 0.123 0 141.007 Hose Allowance At Source Total(Pt) Route 1 83 750.00 501 38-0% 250.00 21/2 (See Notes) O'7% 120 104.459 Route 2 ..... Hose(-100.000)(3l'-O) P0(18-9%) 0.137602 0.000 90 38-0% 250.00 2.7070 50-5 6.937 111.395 Total(Pt) Route 2 500 36-8% 250.00 21/2 (See Notes) 0'6 120 1 116.158 ••• Route 3 ..... Hose(-100.000)(31'-O) P0(18-9%) 0.137602 t 79 36-8% 250.00 2.7070 50-31/2 6.919 , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.0 10/14/2020 7:34:35AM Page 5 Job Name: Drawinqi Remote Area Number: Date: 10/14/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as (Foot) 79 36'-81/2 4 (See 34'9 120 123.078 28-7 10.206 Notes) 88 13-2 250.00 4.3160 0.014190 3fE(9'-61/2) 63-4Y2 0.899 88 13-2 6 (See 891/2 120 134.183 97-1 2.601 Notes) 87 7-2 250.00 6.3950 0.002091 E(12'-111/2),fT(32-4V2), C(38- 105-10% 0.221 10), BV(12'-11V2) 137.006 Total(Pt) Route 3 © M.E.P.CAD, Inc. nj AutoSPRINK 2019 05.1.20.0 10/14/2020 7:34:35AM Page 6 Job Name: Drawinqi Remote Area Number: Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 47 I = Factor Schedule 40 Steel Pipe Inside Diameter ) Value Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 Date: 10/14/2020 150 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11¼° Elbow Ee2 221/.° 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 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 P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.0 10/14/2020 7:34:35AM Page 7 Hydraulic Calculations for Project Name: Drawing I Location: Drawing Name: 20-0396—GRAND JEFFERSON—FIRE SPRINKLERS Calculation Date: 10/14/2020 Design Remote Area Number: Remote Area Location: UNIT 6 Occupancy Classification (AREA 1) Residential Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.logpm/ft2 900ff2 (Actual 906ft2) 324ff2 Pendent 8 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Allowance at Source (Safety Margin = 15.555 psi) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 244.46 @56.353 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A (© M.E.P.CAD, Inc. 'AutoSPRlNK 2019 05.1.20.0 1 10/14/2020 7:31:40AM Page 1 0 46 U, 0 50 Job Name: Drawing'! Remote Area Number: 1 too- 30 20 60 8C 70 9C 0 0750 1500 2250 Water Supply Summary Sheet Node: 1 Available Static Pressure Supply 72.000 244.46 144 3 44. 246 with Hose Allowance at Source 750.00 57.600 ;temdemand curve - 111111111 1111111 1 1 IIIlIIII ItIlilIll IlillIlli III II II I 1111111 I I I I I I I I I I I I I 3000 4500 3750 5250 Flow -gpm Hydraulic Graph N 1.85 6000 6750 Date: 10/14/2020 7500 (M,©M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20.0 10/14/2020 7:31:42AM Paqe2 summary Of Outfiowing Devices Job Number: 1 <eport uescrlptlon: AKtA 1) t<esiaentiai (1) Actual Flow Minimum Flow K-Factor Pressure Density Coverage Device (gpm) (gpm) (K) (psi) (gpmpft2) 1 (Foot) Sprinkler 100 17.00 17.00 4.9 1 12.037 N/A N/A Sprinkler 101 i 18.09 17.00 4.9 13.633 N/A N/A Sprinkler 102 17.51 17.00 4.9 12.774 N/A N/A Sprinkler 103 18.29 17.00 4.9 13.939 N/A N/A Sprinkler 104 18.27 17.00 4.9 13.898 N/A N/A Sprinkler 105 17.99 17.00 4.9 13.485 N/A N/A Sprinkler 106 19.05 17.00 4.9 15.117 N/A N/A Sprinkler 107 18.25 17.00 . 4.9 13.874 N/A N/A Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.20.0 10/14/2020 7:31:44AM Page 3 Job Name: Drawingi Remote Area Number: 1 Date: 10/14/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 72.000 57.600 1 3750.00 71.908 1 244.46 56.353 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 56.353 144.46 100 44-2 Sprinkler 12.037 17.00 Density: N/A Coverage: N/A 101 44-2 Sprinkler 13.633 18.09 Density: N/A Coverage: N/A 102 44-2 Sprinkler 12.774 17.51 Density: N/A Coverage: N/A 103 44-2 Sprinkler 13.939 18.29 Density: N/A Coverage: N/A 104 44-2 Sprinkler 13.898 18.27 Density: N/A Coverage: N/A 105 44-2 Sprinkler 13.485 17.99 Density: N/A Coverage: N/A 106 44-2 Sprinkler 15.117 19.05 Density: N/A Coverage: N/A 107 44-2 Sprinkler 13.874 18.25 Density: N/A Coverage: N/A 2 4-6 56.349 3 4-6 56.286 4 -4-6 54.375 5 -4-6 54.352 6 38-0% 35.445 7 45-9 31.282 8 44-8 28.111 9 44-8 12.850 10 44-8 14.420 11 44-8 14.482 ©M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.20. 10/14/2020 7:31:47AM Paqe 4 Job Name: Drawing 1 Remote Area Number: 1 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 12 44'-8 14.389 13 44-8 14.364 14 44'-8 15.676 15 O111/2 51.953 16 13-2 46.562 LA.©M.E.P.CAD, Inc. AUtOSPRINK 2019 v15.1.20. 10/14/2020 7:31:47AM Paqe 5 Job Name: Drawinqi Remote Area Number: 1 Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor ____________ Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 100 44-2 4.9 17.00 1 (See Notes) 1051/2 150 12.037 Route I ..... Sprinkler, 2E(5'-O) 10-0 0.050373 -0.217 9 44-8 17.00 1.1010 20 5 1/2 1.030 9 44-8 17.51 1 (See Notes) 3-9 150 12.850 Flow (q) from Route 2 C(5-0) 1.632 5-0 0.186695 11 44'-8 34.51 1.1010 8-9 11 44-8 17.99 + 27.71 11/2 (See Notes) 72'1 150 14.482 Flow (q) from Route 3 and 5 T(8'-O), 2E(7'-0) 22-0 0.144836 8 44-8 80.22 1.5980 94-1 13.628 8 44'-8 64.24 21/2 (See Notes) 163h/2 150 28.111 Flow (q) from Route 4 4E(12-0) 48-0 0.056640 -0.470 7 45-9 144.46 2.4230 64-3 1/2 3.641 7 45'9 3 (See Notes) 6-3 120 31.282 CV(23-4%), f(-0.000), BV(14'-7 4TH B.O.R 37-11% 0.018570 3.342 6 3801/2 144.46 3.3160 44-21/2 0.821 6 380h/2 4 (See Notes) 36'l 120 35.445 3fE(9-6%) 28-7% 0.005145 10.784 16 13-2 144.46 4.3160 64-8% 0.333 16 13-2 6 (See Notes) 33'9% 120 46.562 4fE(12-11%), fT(32'-41/2), BV(1 2-111/2) 97-1 0.000758 5.293 15 0-11% 144.46 6.3950 130-101/2 0.099 15 0-11% 6 (See Notes) 11-5% 120 51.953 fE(12-7), E(17'-7) 30-2 0.000780 2.366 5 4-6 144.46 6.3570 41 -7% 0.032 5 4-6 6 (See Notes) 42 140 54.352 EE(11-0%), E(22-1) 33-1 0.000623 4 4-6 144.46 6.2800 37-3 0.023 4 4-6 6 (See Notes) 15-0 120 54.375 1(37-8%), BFP(-1.846), LtE(11 -4), E(17'-7) 66-71/2 0.000780 0.000 3 -4-6 144.46 6.3570 81-7% 1.910 3 4-6 6 (See Notes) 48'10% 150 56.286 GV(4-7%), T(46-21/2) 50'- 10 0.000637 0.000 2 4-6 144.46 6.0900 99-8% 0.063 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .20.0 1 10/14/2020 7:31:49AM Page 6 Job Name: Drawing 1 Remote Area Number: 1 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as nepati"e v'•• Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(PIJ 2 4-6 12 (See Notes) 1329'/2 140 56.349 Water Supply 0.000027 1 4-6 144.46 12.0000 132-91/2 0.004 100.00 56.353 Hose Allowance At Source Total(Pt) Route 1 1 244.46 102 44'-2 4.9 17.51 i (See Notes) 0-6 150 12.774 Route 2 ..... Sprinkler, T(5'-O) 5-0 0.053221 -0.217 9 44-8 17.51 1.1010 5-6 0.293 12.850 Total(Pt) Route 2 105 44-2 4.9 17.99 i (See Notes) 681/2 150 13.485 Route 3 ..... Sprinkler, 2E(5'-O), C(5'-O) 15-0 0.055953 -0.217 11 44-8 17.99 1.1010 2181/2 1.214 14.482 Total(Pt) Route 3 101 44-2 4.9 18.09 i (See Notes) 7-9 150 13.633 Route 4 ..... Sprinkler, E(5'-O), C(5'-O) 10-0 0.056525 -0.217 10 44-8 18.09 1.1010 17-9 1.003 10 44-8 18.29 +8.80 11/2 (See Notes) 18'l 150 14.420 Flow (q) from Route 7 and 9 E(7'-O) 7'0 0.050097 14 44-8 45.19 1.5980 25-1 1.256 14 44-8 19.05 1% (See Notes) 92'-51/2 150 15.676 Flow (q) from Route 8 2T(8'-O), 3E(7'-O) 37'0 0.096036 8 44-8 64.24 1.5980 129-5 % 12.434 28.111 Total(Pt) Route 4 107 44-2 4.9 18.25 i (See Notes) 2-31/2 150 13.874 Route 5 ..... Sprinkler, E(5'-O), T(5'-o) 10-0 0.057448 % -0.217 13 44-8 18.25 1.1010 12-3 0.707 13 44-8 11/2 9-0 150 14.364 0.002768 12 44-8 9.45 1.5980 9-0 0.025 12 44-8 18.27 1% 4-7 150 14.389 Flow (q) from Route 6 0.020274 11 44-8 27.71 1.5980 r477 0.093 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .20.0 1 10/14/2020 7:31:49AM Page 7 Job Name: Drawing 1 Remote Area Number: 1 Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as p ngpp'5 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 14.482 Total(Pt) Route 5 104 44'-2 49 1827 1 (See Notes) 231/2 150 13.898 Route 6 ..... Sprinkler, E(5'-0), T(5'-O) 10-0 0.057539 -0.217 12 44-8 18.27 1.1010 1231/2 0.708 14.389 Total(Pt) Route 6 103 44-2 4.9 18.29 i (See Notes) 2-1 150 13.939 Route 7 ..... Sprinkler, E(5'-O), C(5'-O) oo 0.057697 -0.217 10 44-8 18.29 1.1010 12-1 0.697 14.420 Total(Pt) Route 7 106 44-2 4.9 19.05 1 (See Notes) 251/2 150 15.117 Route 8 ..... Sprinkler, E(5-0), T(5'-O) 10-0 0.062193 -0.217 14 44-8 19.05 1.1010 12-5% 0.776 15.676 Total(Pt) Route 8 13 44-8 945 1% (See Notes) 14-10% 150 14.364 Route 9 ..... Flow (q) from Route 5 T(8'-O) 8-0 0.002431 10 44-8 8.80 1.5980 22101/2 0.056 14.420 Total(Pt) Route 9 © M.E.P.CAD, Inc. I 4,AutoSPRINK201905.1.20.0 1 10/14/2020 7:31:49AM Page 8 Job Name: Drawirlql Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 457 ( \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Value Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 Date: 10/14/2020 150 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 111/40 Elbow Ee2 22W 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 LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. AutoSPRINK2019v15.1.20,0 1 10/14/2020 7:31:49AM Page Hydraulic Calculations for Project Name: Drawing 1 Location:,, Drawing Name: 20-0396 GRAND JEFFERSON FIRE SPRINKLERS Design Remote Area Number: 1 Remote Area Location: UNIT 6 Occupancy Classification: (AREA 1) Residential *kJW&,,;n Calculation Date: 1/13/2022 Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.logpm/ft2 900ff2 (Actual 906ff2) 324ff2 Pendent 8 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Allowance at Source (Safety Margin = 15.846) Total Wafer Required (including Hose Streams where applicable): From Water Supply at Node 1: 244.46 @ 56.062 Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. jAutoSPRlNK 2020 06.3.15.0 1 1/13/202212:01:08PM Page 1 Hydraulic Graph Job Name: Drawing 1 N 185 Remote Area Number: 1 Date: 1/13/2022 VU - - Water Supply Summary Sheet L_ Node: 1 80: Available Supply Static Pressure 72.000 70- 60- 14.46 ~ 56.062 4750.00 57.600 244.46 with Hose Allowance at Source 50---- 40 — ern demand curve ::1 10-- z O_..IIIIJ.!J.l.I.IIIIIIII 111111111 111111111 111111111 111111111 II 11111 I I I I I I I I I I I I 0750 1500 2250 3000 4500 3750 5250 Flow - gpm 6000 6750 7500 ©M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15.0 1/13/2022 12:01:10PM Paqe2 Job Number: 1 Renort Descriotion: (AREA fi Resir1entiI lit Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) ' Sprinkler 100 17.00 17.00 4.9 12.037 Sprinkler 101 18.09 17.00 4.9 13.633 Sprinkler 102 17.51 17.00 4.9 12.774 Sprinkler 103 18.29 17.00 4.9 13.939 Sprinkler 104 18.27 17.00 4.9 13.898 Sprinkler 105 17.99 17.00 4.9 13.485 Sprinkler 106 19.05 17.00 4.9 15.117 Sprinkler 107 18.25 17.00 4.9 13.874 ' Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. R11 AutoSPRlNK 2020 06.3.15.0 1/13/2022 12:01:12PM Page 3 Job Name: Drawingi Remote Area Number: 1 Date: 1/13/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) © (gpm) Available Total Demand (psi) © (gpm) Required Pressure (psi) Water Supply 72.000 57.600 j 3750.00 71.908 244.46 56.062 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 56.062 144.46 100 44-2 Sprinkler 12.037 17.00 101 44-2 Sprinkler 13.633 18.09 102 44-2 Sprinkler 12.774 17.51 103 44-2 Sprinkler 13.939 18.29 104 44-2 Sprinkler 13.898 18.27 105 44-2 Sprinkler 13.485 17.99 106 44-2 Sprinkler 15.117 19.05 107 44-2 Sprinkler 13.874 18.25 2 -4-6 56.058 3 4-6 55.995 4 4-6 54.085 5 4-6 54.061 6 38-0Y2 35.170 7 45-9 31.008 8 44-8 28.111 9 44-8 12.850 10 44-8 14.420 11 44-8 14.482 .,© M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.15. 1/13/2022 12:01:14PM Page 4 Job Name: Drawingi Remote Area Number: 1 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 12 44-8 14.389 13 44-8 14.364 14 44-8 15.676 15 0-11% 51.663 16 13-2 46.287 119 45-9 30.073 L',© M.E.P.CAD, Inc. 11 AutoSPRINK 2020 06.3.15. 1/13/2022 12:01:14PM Paqe 5 Job Name: Drawing 1 Remote Area Number: 1 Date: 1/13/2022 __________ Pipe Information Node I Elev 1 Flow added I K-Factor I this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow ___________________________________ (Foot) (0) Actual ID Total (Foot) Friction(Pf) 100 44-2 4.9 17.00 1 (See Notes) 10-51/2 150 12.037 _'92pt1" Route I ..... Sprinkler, 2E(5'-O) 0.050373 -0.217 9 44-8 17.00 1.1010 20-5% 1.030 9 44-8 17.51 1 (See Notes) 3'9 150 12.850 Flow (q) from Route 2 C(5'-O) 5-0 0.186695 11 44-8 34.51 1.1010 8-9 1.632 11 44-8 17.99 + 27.71 11/2 (See Notes) 72'1 150 14.482 Flow (q) from Route 3 and 5 T(8'-O), 2E(7'-O) 22-0 0.144836 8 ________________________________ 44-8 80.22 1.5980 94-1 13.628 8 44-8 64.24 21/2 (See Notes) 6'111/2 150 28.111 Flow (q) from Route 4 3E(12'-O) 36-0 0.056640 -0.470 119 45-9 144.46 2.4230 42-11% 2.432 119 45-9 21/2 (See Notes) 9'4 120 30.073 E(9'-4%) 0.935 941/2 0.049887 7 45-9 144.46 2.7070 18-9 7 45-9 3 (See Notes) 63 120 31.008 CV(23-41/2), f(-0.000), BV(14'-7 4TH B.O.R 37'-111A 0.018570 3.342 6 38-0% 144.46 3.3160 44-21/2 0.821 6 38-0% 4 (See Notes) 361 120 35.170 3fE(9'-6%) 2871/2 0.005145 10.784 16 13-2 144.46 4.3160 64-8% 0.333 16 13-2 6 (See Notes) 33'9% 120 46.287 4fE(10'-0), fT(25-0), BV(10'-0) 75-0 0.000758 5.293 15 0-11% 144.46 6.3950 108-91/2 0.082 15 0-11% 6 (See Notes) 11'5% 120 51.663 fE(12'-7), E(17'-7) 30-2 0.000780 2.366 5 -4'-6 144.46 6.3570 41-71/2 0.032 5 4-6 6 (See Notes) 4-2 140 54.061 EE(11'-O%), E(22-1) 33-1 0.000623 4 -4-6 144.46 6.2800 37-3 0.023 4 4-6 6 (See Notes) 151-0 120 54.085 T(37'-81/2), BFP(-7.256), LtE(11 '-4), E(17'-7) 66-71/2 0.000780 0.000 3 4-6 144.46 6.3570 81-7% 1.910 ,©M.E.P.CAD, Inc. till AutoSPRlNK2020v16.3.15.0 1 1/13/2022 12:01:17PM Page Job Name: Drawing 1 Remote Area Number: 1 Date: 1/13/2022 Pipe Information Node I Elev 1 Flow added I K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) __________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as p Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 3 4-6 6 (See Notes) 48-10% 150 55.995 ngg.*i. GV(4'-7%), T(46-21/2) 50-10 0.000637 0.000 2 -4-6 144.46 6.0900 99-81/2 0.063 2 4-6 12 (See Notes) 132.91/2 140 56.058 Water Supply 0.000027 144.46 12.0000 132-91/2 0.004 100.00 56.062 Hose Allowance At Source Total(Pt) Route 1 1 244.46 102 44-2 4.9 17.51 1 (See Notes) 0-6 150 12.774 Route 2 ..... Sprinkler, T(5'-O) 5-0 0.053221 0.217 9 44-8 17.51 1.1010 5-6 0.293 12.850 Total(Pt) Route 2 105 44-2 4.9 17.99 1 (See Notes) T 68h/2 150 13.485 Route 3 ..... Sprinkler, 2E(5'-O), C(5'-O) 15-0 0.055953 0.217 11 44-8 17.99 1.1010 21 -8% 1.214 14.482 Total(Pt) Route 3 101 44'-2 4.9 18.09 1 (See Notes) 7-9 150 13.633 Route ..... Sprinkler, E(5-0), C(5-0) oo 0.056525 0.217 10 44-8 18.09 1.1010 17-9 1.003 10 44-8 18.29 +8.80 11/2 (See Notes) 18'1 150 14.420 Flow (q) from Route 7 and 9 E(7'-O) 7'O 0.050097 14 44'-8 45.19 1.5980 25-1 1.256 14 44-8 19.05 11/2 (See Notes) 92'51/2 150 15.676 Flow (q) from Route 8 2T(8'-O), 3E(7'-O) 37'0 0.096036 8 44-8 64.24 1.5980 129-51/2 12.434 28.111 Total(Pt) Route 4 107 44-2 4.9 18.25 1 (See Notes) 2-31/2 150 13.874 Route 5 ..... Sprinkler, E(5-0), 1(5-0) 10-0 0.057448 -0.217 13 44-8 18.25 1.1010 12-31/2 0.707 13 44-8 1% 9-0 150 14.364 0.002768 12 44-8 9.45 1.5980 9-0 0.025 L'.,©M.E.P.CAD, Inc. Ffli AutoSPRlNK2020v16.3.15.0 1 1/13/2022 12:01:17PM Page Job Name: Drawing 1 Remote Area Number: 1 Date: 1/13/2022 Pipe Information Node I Elev I I Flow added K-Factor I this step (Foot) i (q) Nominal ID Fittings & Devices Equiv. Length (Foot) (psi) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as np.+k. .Iu9 Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) __________________ Friction(Pf) 12 44-8 18.27 1% 4-7 150 14.389 Flow (q) from Route 6 0.020274 11 44-8 27.71 1.5980 0.093 14.482 Total(Pt) Route 5 104 44-2 4.9 18.27 1 (See Notes) 2-3% 150 13.898 Route 6 ..... Sprinkler, E(5'-O), T(5-0) io'-o 0.057539 % -0.217 12 44-8 18.27 1.1010 12-3 0.708 14.389 Total(Pt) Route 6 103 44-2 4.9 18.29 i (See Notes) 2-1 150 13.939 Route 7 ..... Sprinkler, E(5-0), C(5-0) 10-0 0.057697 -0.217 10 44-8 18.29 1.1010 12-1 0.697 14.420 Total(Pt) Route 7 106 44-2 4.9 19.05 1 (See Notes) 2-5% 150 15.117 Route 8 ..... Sprinkler, E(5-0), T(5'-O) oo 0.062193 -0.217 14 44'-8 19.05 1.1010 12-5% 0.776 15.676 Total(Pt) Route 8 13 44-8 9.45 1% (See Notes) 14-101/2 150 14.364 Route 9 ..... Flow (q) from Route 5 T(8'-O) 8-0 0.002431 10 44-8 8.80 1.5980 22-10% 0.056 14.420 Total(Pt) Route 9 ,©M.E.P.CAD, Inc. AutoSPRINK202Ov16.3.15.0 1 1/13/2022 12:01:17PM Page Job Name: Drawing 1 Remote Area Number: 1 Date: 1/13/2022 Actual Inside Diameter 4.87 Value Of 100 130 140 150 ( \ =Factor P, Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 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 11h/4 Elbow Ee2 22W 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 LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 1,©M.E.P.CAD, Inc. till AutoSPRlNK2020v16.3.15.0 1 1/13/2022 12:01:17PM Page Hydraulic Calculations for Project Name: Drawingi Location:,, Drawing Name: 20-0396 GRAND JEFFERSON FIRE SPRINKLERS Calculation Date: 1/13/2022 Design Remote Area Number: 2 Remote Area Location: 2nd FLOOR Occupancy Classification (AREA 2) Residential Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.1ogpm/ft2 900ft2 (Actual 6702) 324ft2 Pendent 8 0 N/Agpm at Node: N/A 100.00 at Node: 1 Type Allowance at Source (Safety Margin = 12.116) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 244.31 @ 59.792 Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 127.629 Right: N/A (&© M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.15.0 2 1/13/202212:02:48PM Page 1 50 EL Job Name: Drawing 1 Remote Area Number: 2 100 30 20 10 40 9C 80 70 60 0 0750 1500 2250 Water Supply Summary Sheet Node: 1 Available Static Pressure Supply 72.000 44.31 244.31 with Hose Allowance at Source 3750.0057.600 - System demand cue ...11•j.I.J.LI.l.tIIIIlIIIIIIIIIIII 111111111 IIIIIIII liltill II 111111111 111111111 II II I I I 3000 4500 3750 5250 Flow - gpm Hydraulic Graph N 185 6000 6750 Date: 1/13/2022 7500 1&©M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15.0 1/13/2022 12:02:49PM Paqe2 111 Job Number: 1 Report Description: (AREA 2) Residential (2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 200 19.30 17.00 4.9 15.517 Sprinkler 201 17.79 17.00 4.9 13.183 Sprinkler 202 1 18.07 17.00 4.9 13.597 Sprinkler 203 17.96 17.00 4.9 13.438 Sprinkler 204 17.27 17.00 4.9 12.415 Q Sprinkler 205 17.00 17.00 4.9 12.037 Sprinkler 206 18.45 17.00 4.9 14.179 Sprinkler 207 18.47 17.00 4.9 14.209 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.15.0 1/13/2022 12:02:51PM Paae3 Job Name: Drawingi Remote Area Number: 2 Date: 1/13/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 72.000 57.600 1 3750.00 71.908 244.31 59.792 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 59.792 144.31 200 23-9 Sprinkler 15.517 19.30 201 23-9 Sprinkler 13.183 17.79 202 23-9 Sprinkler 13.597 18.07 203 23-9 Sprinkler 13.438 17.96 204 23-9 Sprinkler 12.415 17.27 205 23-9 Sprinkler 12.037 17.00 206 23-9 Sprinkler 14.179 18.45 207 23-9 Sprinkler 14.209 18.47 2 4-6 59.788 3 4-6 59.725 4 -4-6 57.819 5 4-6 57.796 15 0-11% 55.397 16 13-2 50.022 17 19-0 47.144 18 19-4 46.950 19 24-3 43.645 20 24-3 33.623 ©M.E.P.CAD, Inc. AutoSPRlNK 2020 v16.3.15. 1/13/2022 12:02:54PM Page 4 Job Name: Drawingi Remote Area Number: 2 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 21 24-3 22.229 23 24-3 18.941 24 24-3 14.027 25 24-3 16.031 26 24-3 17.452 27 24-3 12.794 28 24-3 17.313 29 24-3 14.637 &© M.E.P.CAD, Inc. 11 AutoSPRINK 2020 06.3.15. 1/13/2022 12:02:54PM Page 5 Job Name: Drawing 1 Remote Area Number: 2 Date: 1/13/2022 Pipe Information Node 1 Elev I Flow added K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow _________ (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 205 23'-9 4.9 17.00 1 (See Notes) 9-4 150 12.037 Route 1 Sprinkler, 2E(5'-O) 10-0 0.050373 -0.217 27 24'-3 17.00 1.1010 19-4 0.975 27 24'-3 17.27 1 10-0 150 12.794 Flow (q) from Route 2 0.184223 29 24'-3 34.27 1.1010 10-0 1.842 29 24'-3 18.45 1 (See Notes) 161/z 150 14.637 Flow (q) from Route 6 E(5'-O) 2.677 5-0 0.408757 28 24-3 52.72 1.1010 661/2 28 24'-3 1'/2 2-1 150 17.313 0.066612 26 24-3 52.72 1.5980 2-1 0.139 26 24'-3 36.43 1% 8-5% 150 17.452 Flow (q) from Route 4 0.176063 23 24'-3 89.15 1.5980 851/2 1.489 23 24'-3 55.16 1% (See Notes) 6'8 150 18.941 Flow (q) from Route 3 cplg(1'-O) 11-0 0.429192 21 24-3 144.31 1.5980 7-8 3.287 21 24-3 11/2 (See Notes) 45'O% 150 22.229 E(7'-O), T(8'-O) 15-0 0.189733 20 24'-3 92.83 1.5980 6001/2 11.394 20 24'-3 51.48 2 (See Notes) 32-2 150 33.623 Flow (q) from Route 9 cplg(1'-O), 1(10-0), 3E(9'-O) 38-0 0.142851 0.000 19 24'-3 144.31 2.0030 70-2 10.023 19 24'-3 3 (See Notes) 3'5% 120 43.645 CV(23'-4%), C(21 '-11), f(-0.000 ), BV(14'-7) 59-10% 0.018534 2.132 18 19-4 144.31 3.3160 63-4 1.173 18 19-4 4 (See Notes) 01 0 120 46.950 fE(9'-6%), 2nd B.0,R 9-61/2 0.005135 0.145 17 19-0 144.31 4.3160 0.049 17 191-0 4 (See Notes) 17'O% 120 47.144 fT(22'-5%), 3fE(9'-6%) 51,-1 0.005135 2.529 16 13-2 E144.31 4.3160 68-1% 0.350 ©M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.15.0 2 1/13/2022 12:02:56PM Page 6 Job Name: Drawing 1 Remote Area Number: 2 Date: 1/13/2022 Pipe Information Node 1 Elev I Flow added this step I K-Factor I (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor ___________ __________ Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as .0a•iu9 Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (0) Actual ID Total (Foot) Friction(Pf) 16 13-2 6 (See Notes) 3391/2 120 50.022 4fE(10'-O), fr(25-0), BV(10'-O) 75-0 0.000757 5.293 15 0-11% 144.31 6.3950 108-9% 0.082 15 0-11% 6 (See Notes) 11-5% 120 55.397 fE(12-7), E(17'-7) 30-2 0.000779 2.366 5 4-6 144.31 4-6 6.3570 41 -7% 0.032 5 6 (See Notes) 4'2 140 57.796 EE(11'-O%), E(22'-l) 33-1 0.000621 4 4-6 144.31 6.2800 37-3 0.023 4 4-6 6 (See Notes) 15'0 120 57.819 T(37'-8%), BFP(-1.619), LtE(11 -4), E(17-7) 66-7% 0.000779 0.000 3 -4-6 144.31 6.3570 81-7% 1.906 3 4-6 6 (See Notes) 48'101/2 150 59.725 GV(4-7%), T(46'-21/2) 50-10 0.000635 0.000 2 -4'-6 144.31 6.0900 99-8 1/2 0.063 2 4-6 12 (See Notes) 132'9% 140 59.788 Water Supply 0.000027 1 -4-6 144.31 12.0000 132-9% 0.004 100.00 59.792 Hose Allowance At Source Total(Pt) Route 1 1 244.31 204 23'-9 4.9 17.27 1 (See Notes) 1-6 150 12.415 .Route 2 ..... Sprinkler, E(5'-O), 1(5-0) oo 0.051836 -0.217 27 24'-3 17.27 1.1010 11-6 0.596 12.794 Total(Pt) Route 2 201 23'-9 4.9 17.79 1 (See Notes) 150 13.183 Route 3 ..... Sprinkler, 2E(5-0) oo 0.054796 -0.217 24 24'-3 17.79 1.1010 194 1.060 24 24'-3 18.07 1 10,-0 150 14.027 Flow (q) from Route 5 0.200393 25 24'-3 35.86 1.1010 10-0 2.004 , 0 M.E.P.CAD, inc. M AutoSPRINK 2020 06.3.15.0 2 1/13/2022 12:02:56PM Page 7 Job Name: Drawing 1 Remote Area Number: 2 Date: 1/13/2022 Pipe Information Node 1 Elev i I Flow added I K-Factor I this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 25 24'-3 19.30 i (See Notes) 161/2 150 16.031 Flow (q) from Route 8 T(5'-O) 5'O 0.444515 23 24'-3 55.16 1.1010 6-6% 2.911 18.941 Total(Pt) Route 3 203 23'-9 4.9 17.96 1 (See Notes) 101 11 150 13.438 Route 4 ..... Sprinkler, 2E(5'-O), T(5'-O) 15-0 0.055775 -0.217 717 24-3 17.96 1.1010 25'-11 1.446 717 24'-3 18.47 i (See Notes) 8'-6 150 14.667 Flow (q) from Route 7 T(5'-O) 5-0 0.206361 26 24-3 36.43 1.1010 13-6 2.785 17.452 Total(Pt) Route 4 202 23'-9 4.9 18.07 1 (See Notes) 1-5% 150 13.597 Route 5 ..... Sprinkler, E(5'-O), T(5'-O) oo 0.056384 -0.217 24 24'-3 18.07 1.1010 11-5% 0.647 14.027 Total(Pt) Route 5 206 23'-9 4.9 18.45 1 (See Notes) 1-6 150 14.179 Route ..... Sprinkler, E(5'-O), T(5'-O) oo 0.058615 0.217 29 24'-3 . 18.45 1.1010 11-6 0.674 14.637 Total(Pt) Route 6 207 23'-9 4.9 18.47 1 (See Notes) [ 1-6 150 14.209 Route 7 ..... Sprinkler, E(5'-O), T(5'-O) oo 0.058728 0.217 717 24'-3 18.47 1.1010 11-6 0.675 14.667 Total(Pt) Route 7 200 23'-9 4.9 19.30 i (See Notes) I 1-5% 150 15.517 Route 8 ..... Sprinkler, E(5'-O), 1(5-0) 10-0 0.063711 -0.217 25 24'-3 19.30 1.1010 11-5% 0.731 16.031 Total(Pt) Route 8 21 24-3 1% (See Notes) I 147-81/2 150 22.229 Route 9 ..... T(8'-O) 2T(8'-O), E(7'-O) 31-0 0.063759 20 24'-3 51.48 1.5980 178-81/2 11.394 33.623 Total(Pt) Route 9 , © M.E.P.CAD, Inc. IJ AutoSPRINK 2020 06.3.15.0 2 1/13/2022 12:02:56PM Page 8 Job Name: Drawing 1 Remote Area Number: 2 Date: 1/13/2022 Actual Inside Diameter 487 Value Of C 100 130 140 150 I \ =Factor Schedule 40 Steel Pipe Inside Diameter ) I Multiplying Factor 0.713 1i5 _A33 1.51 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 11h/4 Elbow Ee2 22W 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex 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. J AutoSPRlNK 2020 06.3.15.0 2 1/13/2022 12:02:56PM Page 9 Hydraulic Calculations for Project Name: Drawinqi Location: Drawing Name: 20-0396—GRAND JEFFERSON FIRE SPRINKLERS Calculation Date: 10/14/2020 Design Remote Area Number: Remote Area Location: Occupancy Classification 3 GARAGE (AREA 3)Extra Hazard Group II Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.40g pm/ft2 2000ft2 (Actual 2042ft2) 100ft2 Upright 29 0 N/A gpm at Node: N/A 500.00 at Node: 1 Type: Allowance at Source (Safety Margin = 7.900 psi) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1379.24 @ 61.836 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A © M.E.P.CAD, Inc. AutoSPRlNK 2019 05.1.20.0 3 10/14/2020 7:29:45AM Page 1 Hydraulic Graph Job Name: Drawing 1 N 1.85 Remote Area Number: 3 Date: 10/14/2020 100-: Water Supply Summary Sheet 90- - Node: I 80— Static Pressure 72 000 70- - 1379.24 c 69.737 879.24 @ i 36 60- - 1379.24 with Hose Allowance at Source - 3750.00 57.600 CL 50- - C - (J) 40 System demand curve 30- 20- 10- z 11111111 I 111111111 I IllIltIll I 111111111 I 1111111 I I I I I I I I I I I I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Flow - gpm © M.E.P.CAD, Inc. AutoSPRINK 2019 v1 5.1.20.0 10/14/2020 7:29:47AM Paqe 2 IPR ISummary Of Outfiowing Devices Job Number: 1 eport uescrlpllon: kiAmttA i)txra riazara kroup II i) Actual Flow Minimum Flow K-Factor Pressure Density Coverage Device (gpm) (gpm) (K) (psi) (gpmpft2) (Foot) Sprinkler 300 2115 19.50 5.6 14.266 N/A N/A Sprinkler 301 20.93 19.50 5.6 13.974 N/A N/A Sprinkler 302 20.62 19.50 5.6 13.821 N/A N/A Sprinkler 303 20.78 19.50 5.6 13.765 N/A N/A Sprinkler 304 20.72 19.50 5.6 13.689 N/A N/A Sprinkler 305 20.35 19.50 5.6 13.206 N/A N/A Sprinkler 306 40.17 40.00 11.2 12.863 N/A N/A Sprinkler 307 40.01 40.00 . 11.2 . 12.760 N/A N/A Sprinkler 308 40.01 40.00 11.2 12.760 N/A N/A Sprinkler 309 40.00 40.00 11.2 12.755 N/A N/A Sprinkler 310 21.71 19.50 5.6 15.031 N/A N/A Sprinkler 311 42.03 40.00 11.2 14.083 N/A N/A Sprinkler 312 21.28 19.50 5.6 14.442 N/A N/A Sprinkler 313 21.00 19.50 5.6 14.058 N/A N/A Sprinkler 314 41.62 40.00 11.2 13.810 N/A N/A Sprinkler 315 41.58 40.00 11.2 13.782 N/A N/A Sprinkler 316 41.63 40.00 11.2 13.819 N/A N/A Sprinkler 317 20.81 19.50 5.6 13.803 N/A N/A Sprinkler 318 20.44 19.50 5.6 13.320 N/A N/A Sprinkler 319 20.20 19.50 5.6 13.015 N/A N/A Sprinkler 320 40.12 40.00 11.2 12.830 N/A N/A Sprinkler 321 40.10 40.00 11.2 12.818 N/A N/A Sprinkler 322 40.19 40.00 11.2 12.875 N/A N/A Sprinkler 323 20.17 19.50 5.6 12.975 N/A N/A Sprinkler 324 20.40 19.50 5.6 13.267 N/A N/A Sprinkler 325 20.75 19.50 5.6 13.734 N/A N/A Sprinkler 326 40.07 40.00 11.2 12.800 N/A N/A Sprinkler 327 40.06 40.00 11.2 12.792 N/A N/A Sprinkler 328 40.16 40.00 11.2 12.855 N/A N/A Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. r: AutoSPRINK 2019 v15.1.20.0 10/14/2020 7:29:48AM Page 3 Job Name: Drawingl Remote Area Number: 3 Date: 10/14/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 72.000 57.600 1 3750.00 69.737 1379.24 61.836 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 39 12-6 17.822 40 14-0 16.263 41 14-0 13.754 42 12-6 14.427 43 12-6 17.226 44 14-0 12.990 45 14-0 15.522 46 12-6 14.364 47 12-6 16.745 48 12-6 14.340 49 14-0 14.468 50 12-6 14.340 51 12-6 16.464 52 14-0 13.163 53 12-6 14.354 54 14-0 14.379 55 12-6 16.336 56 14-0 13.154 57 12-6 16.288 M© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20. 10/14/2020 7:29:52AM Paqe 4 Job Name: Drawingi Remote Area Number: 3 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 58 14-0 14.310 59 14-0 15.341 60 12-6 14.402 61 14-1% 15.280 62 14-1% 14.215 63 12-6 16.260 64 12-6 14.430 65 12-6 16.253 66 12-6 14.458 67 14-0 15.305 68 14-0 14.104 1 4-6 Supply 61.836 879.24 300 14-0 Sprinkler 14.266 21.15 Density: N/A Coverage: N/A 301 14-0 Sprinkler 13.974 20.93 Density: N/A Coverage: N/A 302 14-0 Sprinkler 13.821 20.82 Density: N/A Coverage: N/A 303 14-0 Sprinkler 13.765 20.78 Density: N/A Coverage: N/A 304 14-0 Sprinkler 13.689 20.72 Density: N/A Coverage: N/A 305 14-0 Sprinkler 13.206 20.35 Density: N/A Coverage: N/A 306 14-0 Sprinkler 12.863 40.17 Density: N/A Coverage: N/A 307 14-0 Sprinkler 12.760 40.01 Density: N/A Coverage: N/A 308 14-0 Sprinkler 12.760 40.01 Density: N/A Coverage: N/A 309 14-0 Sprinkler 12.755 40.00 Density: N/A Coverage: N/A 310 12-6 Sprinkler 15.031 21.71 Density: N/A Coverage: N/A ©M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.20. 10/14/2020 7:29:52AM Paqe 5 Job Name: Drawing 1 Remote Area Number: 3 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 311 12-6 Sprinkler 14.083 42.03 Density: N/A Coverage: N/A 312 12-6 Sprinkler 14.442 21.28 Density: N/A Coverage: N/A 313 12-6 Sprinkler 14.058 21.00 Density: N/A Coverage: N/A 314 12-6 Sprinkler 13.810 41.62 Density: N/A Coverage: N/A 315 12-6 Sprinkler 13.782 41.58 Density: N/A Coverage: N/A 316 12-6 Sprinkler 13.819 41.63 Density: N/A Coverage: N/A 317 14-0 Sprinkler 13.803 20.81 Density: N/A Coverage: N/A 318 14-0 Sprinkler 13.320 20.44 Density: N/A Coverage: N/A 319 14-0 Sprinkler 13.015 20.20 Density: N/A Coverage: N/A 320 14-0 Sprinkler 12.830 40.12 Density: N/A Coverage: N/A 321 14-0 Sprinkler 12.818 40.10 Density: N/A Coverage: N/A 322 14-0 Sprinkler 12.875 40.19 Density: N/A Coverage: N/A 323 14-0 Sprinkler 12.975 20.17 Density: N/A Coverage: N/A 324 14-0 Sprinkler 13.267 20.40 Density: N/A Coverage: N/A 325 14-0 Sprinkler 13.734 20.75 Density: N/A Coverage: N/A 326 14-0 Sprinkler 12.800 40.07 Density: N/A Coverage: N/A 327 14-0 Sprinkler 12.792 40.06 Density: N/A Coverage: N/A 328 14-0 Sprinkler 12.855 40.16 Density: N/A Coverage: N/A 2 4-6 61.737 3 -4-6 59.944 4 -4-6 49.260 5 4-6 48.605 15 0111/2 45.321 © M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.20. 10/14/2020 7:29:52AM Paqe 6 Job Name: Drawingi Remote Area Number: 3 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 30 12-6 21.497 31 14-0 19.707 32 14-0 15.097 33 12-6 14.608 34 4-4 41.400 35 12-6 21.583 36 4-4 Supply 37.151 37 12-6 18.561 38 12-6 14.496 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .20. 10/14/2020 7:29:52AM Page 7 Job Name: Drawinql Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 309 14-0 11.2 40.00 2 (See Notes) 5-1 120 12.755 Route 1 ..... Sprinkler, P0(14-0) 14-0 0.012317 44 14-0 40.00 2.2150 19-1 0.235 44 14-0 41.12 2 (See Notes) 1'6 120 12.990 Flow (q) from Route 2 P0(11 -3) 11-3 0.056789 0.650 46 12-6 81.12 2.1170 12-9 0.723 46 12-6 97.06 4 8-4% 120 14.364 ________ Flow (q) from Route 8 0.007584 42 12-6 178.18 4.3160 8-4% 0.064 42 12-6 12.64 4 8-0 120 14.427 _______ Flow (q) from Route 16 0.008609 38 12-6 190.82 4.3160 8-0 0.069 38 12-6 2 (See Notes) 50'-21/2 120 14.496 P0(14-0) P0(14-0) 28-0 0.051965 37 12-6 87.10 2.2150 78-3 4.065 37 12-6 688.42 4 (See Notes) 3-9 120 18.561 Flow (q) from Route 3 fT(22'-51/2) 22-5% 0.115228 35 12-6 775.52 4.3160 26-21/2 3.021 35 12-6 103.72 4 (See Notes) 15-111/2 120 21.583 Flow (q) from Route 15 2fE(9'-6%), CV(30'-1 0%), f(-0.0 00), BV(16'-10), 151 B.0.R 66-9% 0.145347 3.540 36 4-4 879.24 4.3160 82-9 12.028 36 4'4 4 (See Notes) 1'2 120 37.151 P0(28-l) 28-1 0.145347 34 4-4 879.24 4.3160 29-3 4.249 34 4-4 6 (See Notes) 30'7% 120 41.400 fT(32'-4%), BV(12'-11 %), 3fE(1 2-111/2) 84-1% 0.021420 1.463 15 0-11 % 879.24 6.3950 114-9 2.458 15 0-11% 6 (See Notes) 11'5% 120 45.321 fE(12'-7), E(17'-7) 30-2 0.022050 2.366 5 -4-6 879.24 6.3570 41-7% 0.918 5 4-6 6 (See Notes) 4'-2 140 48.605 EE(11'-O%), E(22'-l) 33-1 0.017593 4 -4-6 879.24 6.2800 37-3 0.655 t&,©M.E.P.CAD, Inc. AutoSPRINK 2019 v1 5.1.20.0 3 10/14/2020 7:29:55AM Page 8 Job Name: Drawing 1 Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as flJfi "I9 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 4-6 6 (See Notes) 15-0 120 49.260 T(37'-81/2), BFP(-8.883), LtE(11 '-4), E(1 7-7) 6671/2 0.022050 0.000 3 4-6 879.24 6.3570 81-7 V2 10683 3 4-6 6 (See Notes) 48101/2 150 59.944 5010 0.017984 0.000 2 4-6 879.24 6.0900 GV(4'-71/2), T(46'-2/2)9981/2 1.793 2 -4-6 12 (See Notes) 13291/2 140 61.737 Water Supply 0.000751 1 4-6 879.24 12.0000 132-9% 0.100 500.00 61.836 Hose Allowance At Source Total(Pt) Route 1 1 1379.24 307 14-0 11.2 40.01 2 (See Notes) 8-10 120 12.760 Route 2 ..... Sprinkler 0.000016 308 14-0 1.11 2.2150 8-10 0.000 308 14-0 11.2 40.01 2 (See Notes) 3-9 120 12.760 Sprinkler, P0(14-0) 14-0 0.012961 44 14-0 41.12 2.2150 17-9 0.230 12.990 Total(Pt) Route 2 307 14-0 11.2 40.01 2 (See Notes) 8-10 120 12.760 .Route 3 ..... Sprinkler 0.011695 306 14-0 38.90 2.2150 8-10 0.103 306 14-0 11.2 40.17 2 (See Notes) 7101/2 120 12.863 Sprinkler 0.043446 305 14-0 79.06 2.2150 7 101/2 0.343 305 14-0 5.6 20.35 2 (See Notes) 20-11 120 13.206 Sprinkler, P0(14-0) 14-0 0.066370 45 14-0 . 99.42 2.2150 34-11 2.317 45 14-0 2 (See Notes) 1-6 120 15.522 P0(11-3) 11-3 0.082733 0.650 43 12-6 99.42 2.1170 12-9 1.054 (k,, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.0 3 10/14/2020 7:29:55AM Page 9 Job Name: Drawinqi Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pfl and shown as Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 43 12-6 497.25 4 841/2 120 17.226 Flow (q) from Route 4 39 12-6 596.67 4.3160 0.070943 8-4% 0.596 39 12-6 91.76 4 8-0 ___ 120 17.822 Flow (q) from Route 11 37 12-6 688.42 4.3160 0.092436 8-0 0.739 18.561 Total(Pt) Route 3 327 14-0 11.2 40.06 2 (See Notes) 810 120 12.792 Route 4 Sprinkler 0.007128 328 14-0 29.76 2.2150 8-10 0.063 328 14-0 11.2 40.16 2 (See Notes) 3'9 120 12.855 Sprinkler, 4-11 fE(4'-ll) 0.034607 56 14-0 69.92 2.2150 8-8 0.300 56 14-0 2 (See Notes) 1'6 120 13.154 11-3 P0(11-3) 0.043139 0.650 53 12-6 69.92 2.1170 12-9 0.549 53 12-6 77.31 4 9,-U 120 14.354 Flow (q) from Route 6 0.005329 60 12-6 147.23 4.3160 9,-U 0.048 60 12-6 4 11-4 120 14.402 0.002467 64 12-6 97.11 4.3160 11-4 0.028 64 12-6 4 (See Notes) 10-0 120 14.430 P0(28-l) 28-1 0.000726 66 12-6 50.13 4.3160 3801/2 0.028 66 12-6 2 (See Notes) 1'6 120 14.458 P0(11-3) 11-3 0.023314 -0.650 68 14-0 50.13 2.1170 12-9 0.297 68 14-0 2 (See Notes) 50-2% 120 14.104 P0(14-0) 14-0 0.018703 67 14-0 50.13 2.2150 64-2% 1.201 67 14-0 2 (See Notes) i'6 120 15.305 P0(11 -3) 11-3 0.023314 0.650 65 12-6 50.13 2.1170 12-9 0.297 (M7© M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20.0 3 10/14/2020 7:29:55AM Page 10 Job Name: Drawingl Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) (Q) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) (psi) when __________________ Friction(Pf) 65 12-6 4 10-0 120 16.253 0.000726 63 12-6 50.13 4.3160 10-0 0.007 63 12-6 4698 4 11-4 120 16.260 Flow (q) from Route 12 0.002467 57 12-6 97.11 4.3160 11-4 0.028 57 12-6 50.12 4 9-0 120 16.288 Flow (q) from Route 13 0.005329 55 12-6 147.23 4.3160 9-0 0.048 55 12-6 111.69 4 8-5 120 16.336 Flow (q) from Route 5 0.015141 51 12-6 258.92 4.3160 8-5 0.128 51 12-6 113.47 4 9-6 120 16.464 Flow (q) from Route 7 0.029659 47 12-6 372.39 4.3160 9-6 0.282 47 12-6 124.86 4 9-6 120 16.745 Flow (q) from Route 9 0.050637 43 12-6 497.25 4.3160 9-6 0.481 17.226 Total(Pt) Route 4 327 14-0 11.2 40.06 2 (See Notes) 8-10 120 12.792 Route 5 Sprinkler 0.001006 326 14-0 10.30 2.2150 8-10 0.009 326 14-0 11.2 40.07 2 (See Notes) 931/2 120 12.800 Sprinkler 0.018865 323 14-0 50.37 2.2150 0.175 323 14-0 5.6 20.17 2 (See Notes) 8.31/2 120 12.975 Sprinkler 0.035178 324 14-0 70.54 2.2150 8 -3'/2 0.292 324 14-0 5.6 20.40 2 (See Notes) 8-3% 120 13.267 Sprinkler 0.056279 325 14-0 90.94 2.2150 8-3% 0.467 325 14-0 5.6 20.75 2 (See Notes) 2-11 120 13.734 Sprinkler, fE(4-11) 4-11 0.082320 54 14-0 111.69 2.2150 7-10 0.645 , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.O 3 10/14/2020 7:29:55AM Page 11 Job Name: Drawinql Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 54 14-0 2 (See Notes) 1'6 120 14.379 P0(11 -3) 11-3 0.102615 0.650 55 12-6 111.69 2.1170 12-9 1.307 16.336 lotal(Pt) Route 5 321 14-0 11.2 40.10 2 (See Notes) 8-10 120 12.818 Sprinkler 0.006448 322 14-0 28.19 2.2150 8-10 0.057 322 14-0 11.2 40.19 2 (See Notes) 3'9 120 12.875 Sprinkler, fE(4-11) 4-11 0.033213 52 14-0 68.38 2.2150 8-8 0.288 52 14-0 2 (See Notes) 1'6 120 13.163 .Route6 P0(11-3) 11-3 0.041401 0.650 50 12-6 68.38 2.1170 12-9 0.527 50 12-6 8.93 4 8'-5 120 14.340 Flow (q) from Route 10 0.001618 53 12-6 77.31 4.3160 8-5 0.014 14.354 Total(Pt) Route 6 321 14-0 11.2 40.10 2 (See Notes) 8-10 120 12.818 .Route 7 Sprinkler 0.001309 320 14-0 11.91 2.2150 8-10 0.012 320 14-0 11.2 40.12 2 (See Notes) 9-31/2 120 12.830 Sprinkler 0.020028 319 14-0 52.02 2.2150 931/2 0.186 319 14-0 5.6 20.20 2 (See Notes) 831/2 120 13.015 Sprinkler 0.036751 318 14-0 72.23 2.2150 8-3Y2 0.305 318 14-0 5.6 20.44 2 (See Notes) 831/2 120 13.320 Sprinkler 0.058274 317 14-0 92.66 2.2150 831/2 0.483 317 14-0 5.6 20.81 2 (See Notes) 2-11 120 13.803 Sprinkler, fE(4-11) 4-11 0.084764 49 14-0 113.47 2.2150 7-10 0.664 ©M.E.P.CAD, Inc. AutoSPRINK2O19v15.1.2O.O 3 10/14/2020 7:29:55AM Page 12 Job Name: Drawinqi Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a 'ejati' Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 49 14-0 2 (See Notes) 1'6 120 14.468 P0(11-3) 11-3 0.105663 0.650 51 12-6 113.47 2.1170 12-9 1.346 16.464 Total(Pt) Route 7 315 12-6 11.2 41.58 2 (See Notes) 8-10 120 13.782 Sprinkler 0.004189 316 12-6 22.33 2.2150 8-10 0.037 316 12-6 11.2 41.63 2 (See Notes) 3'9 120 13.819 .Route8 Sprinkler, P0(14-0) 14-0 0.029353 48 12-6 63.96 2.2150 17-9 0.522 48 12-6 4 9-6 120 14.340 0.002465 46 12-6 97.06 4.3160 9'-6 0.023 14.364 Total(Pt) Route 8 71 315 12-6 11.2 41.58 2 (See Notes) 8-10 120 13.782 9 Sprinkler 0.003183 314 12-6 19.25 2.2150 8-10 0.028 314 12-6 11.2 41.62 2 (See Notes) 931/2 120 13.810 .Route Sprinkler 0.026781 313 12-6 60.87 2.2150 9'-3Y2 0.248 313 12-6 5.6 21.00 2 (See Notes) 8'-3% 120 14.058 Sprinkler 0.046337 312 12-6 81.87 2.2150 8-3% 0.384 312 12-6 5.6 21.28 2 (See Notes) 8'3% 120 14.442 Sprinkler 0.071054 310 12-6 103.15 2.2150 0.589 310 12-6 5.6 21.71 2 (See Notes) 2'11 120 15.031 Sprinkler, P0(14-0) ) 14-0 0.101173 47 12-6 124.86 2.2150 1 6-11% 1.714 16.745 Total(Pt) Route 9 311 12-6 11.2 42.03 2 (See Notes) 5-1 120 14.083 Route 10 Sprinkler, P0(14-0) 14-0 0.013498 48 12-6 42.03 2.2150 19-1 0.257 (,7©M.E.P.CAD, Inc. AutoSPRlNK 2019 05.1.20.0 3 10/14/2020 7:29:55AM Page 13 Job Name: Drawinqi Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as epa•"e v 1•• Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) ________ 48 _____________ 12-6 ________ _____________ 97.06 __________ 4 __________ ___________ 9-6 _______________ 120 __________________ 14.340 Flow (q) from Route 8 0.000030 50 12-6 8.93 4.3160 9-6 0.000 14.340 Total(Pt) Route 10 304 14-0 5.6 20.72 2 (See Notes) 3'10 120 13.689 Route 11 Sprinkler, PO(14'..0) 14-0 0.003647 41 14-0 20.72 2.2150 17-10 0.065 41 14-0 2 (See Notes) 451/2 120 13.754 P0(14-0) 14-0 0.000638 303 14-0 8.08 2.2150 18-51/2 0.012 303 14-0 5.6 20.78 2 (See Notes) 831/2 120 13.765 Sprinkler 0.006731 302 14-0 28.85 2.2150 8-31/2 0.056 302 14-0 5.6 20.82 2 (See Notes) 8-31/2 120 13.821 Sprinkler 0.018387 301 14-0 49.67 2.2150 831/2 0.152 301 14-0 5.6 20.93 2 (See Notes) 8'3Y2 120 13.974 Sprinkler 0.035241 300 14-0 70.61 2.2150 8'-3/2 0.292 300 14-0 5.6 21.15 2 (See Notes) 20-11 120 14.266 Sprinkler, P0(14-0) 14-0 0.057224 40 14-0 91.76 2.2150 34-11 1.997 40 14-0 2 (See Notes) 1'6 120 16.263 P0(11-3) 11-3 0.071332 0.650 39 12-6 91.76 2.1170 12-9 0.908 17.822 Total(Pt) Route 11 64 12-6 2 (See Notes) 171/2 120 14.430 Route 12 P0(11-3) P0(11-3) 2251/2 0.020673 -0714 62 14-11/2 46.98 2.1170 24-11/2 0.499 62 14'-1'/2 2 (See Notes) 50-21/2 120 14.215 P0(14-0) 14-0 0.016584 61 14-1% 46.98 2.2150 64'-21/2 1.065 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.0 3 10/14/2020 7:29:55AM Page 14 Job Name: Drawingi Remote Area Number: 3 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor ___________ Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 61 14'-1'/2 2 (See Notes) 17/2 120 15.280 P0(11-3) 11-3 0.020673 0.714 63 12-6 46.98 2.1170 12'- 101/2 0.266 16.260 Total(Pt) Route 12 59 14-0 5012 2 (See Notes) 1-6 120 15.341 Route 13 ..... Flow (q) from Route 14 P0(11-3) 11-3 0.023304 0.650 57 12-6 50.12 2.1170 12-9 0.297 16.288 Total(Pt) Route 13 60 12-6 2 (See Notes) 1-6 120 14.402 Route 14 ..... P0(11-3) P0(11-3) 22'-5Y2 0.023304 -0.650 58 14-0 50.12 2.1170 23111/2 0.559 58 14-0 2 (See Notes) 502Y2 120 14.310 fE(4'-l1 ) 4-11 0.018695 59 14-0 50.12 2.2150 55'-1Y2 1.031 15.341 Total(Pt) Route 14 38 12-6 8710 4 (See Notes) 12-0 120 14.496 Route 15 ..... Flow (q) from Route 1 P0(28-l) 28-1 0.002787 33 12-6 103.72 4.3160 40-1 0.112 33 12-6 2 (See Notes) 1'6 120 14.608 P0(11-3) 11-3 0.089480 -0.650 32 14-0 103.72 2.1170 12-9 1.139 32 14-0 2 (See Notes) 502h/2 120 15.097 P0(14-0) 14-0 0.071783 31 14-0 103.72 2.2150 64-2Y2 4.610 31 14-0 2 (See Notes) 1'6 120 19.707 P0(11-3) 11-3 0.089480 0.650 30 12-6 103.72 2.1170 12-9 1.139 30 12-6 4 (See Notes) 8-3 120 21.497 fT(22-5Y2) 22-5% 0.002787 35 12-6 103.72 4.3160 30-8 0.086 21.583 Total(Pt) Route 15 (4,,© M.E.P.CAD, Inc. nZ,AutoSPRINK 2019 05.1.20.0 3 10/14/2020 7:29:55AM Page 15 Job Name: Drawinqi Remote Area Number: 3 Date: 10/14/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as (Foot) 41 14-0 8.08 2 (See 1 1-6 120 13.754 Route 16 ..... Flow (q) from Route 11 11-3 0.650 Notes) 42 12-6 12.64 2.1170 0.001823 P0(11-3) I 12-9 0.023 14.427 Total(Pt) Route 16 (,©M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20.0 3 10/14/2020 7:29:55AM Page 16 Job Name: Drawingi Remote Area Number: 3 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IActual Inside Diameter 4.87 I I \ =Factor [ t Schedule 40 Steel Pipe Inside Diameter ) Date: 10/14/2020 Value Multiplier • Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 221/20 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap I©M.E.P.CAD, Inc. AutoSPRINK2019 05.1.20.0 3 10/14/2020 7:29:55AM Page 17 Hydraulic Calculations for Project Name: Drawingl Location:,, Drawing Name: 20-0396 GRAND JEFFERSON FIRE SPRINKLERS Design Remote Area Number: 3 Remote Area Location: GARAGE Occupancy Classification: (AREA 3)Extra Hazard Group II Calculation Date: 1/13/2022 Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.40gpm/ft2 2000ft2 (Actual 2042W) 100ft2 Upright 29 0 N/A gpm at Node: N/A 500.00 at Node: I Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1378.16 @ 61.049 Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Allowance at Source (Safety Margin = 8.691) Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A k@ M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.15.0 3 1/13/202212:03:13PM Page 1 Hydraulic Graph Job Name: Drawing'! N 1.65 Remote Area Number: 3 Date: 1/13/2022 - 100— Water Supply Summary Sheet 90 Node: I - 80- -Static Pressure 72.000 70 - L - 1378.1669.740 60: 878.16 @ 61.049 - 01 1 1378.16 with Hose Allowance at Source 57.600 50- 40- System demand curve 30T 20- 10 -H 0_5j.LJ.I.I.J.I'IIIIIIIIIIIIIIIII 111111111 111111111 111111111 111111111 111111111 liii I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Flow - gpm © M.E.P.CAD, Inc. nj AutoSPRINK 2020 06.3.15.0 1/13/2022 12:03:15PM Page 2 Job Number: 1 Report Description: (AREA 3)Extra Hazard Group 11 (3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 300 20.75 19.50 5.6 13.725 Sprinkler 301 20.39 19.50 5.6 13.260 Sprinkler 302 20.17 19.50 5.6 12.970 Sprinkler 303 20.80 19.50 5.6 13.797 Sprinkler 304 20.43 19.50 5.6 13.315 Sprinkler 305 20.20 19.50 5.6 13.011 Sprinkler 306 40.06 40.00 11.2 12.797 Sprinkler 307 21.62 19.50 5.6 14.907 Sprinkler 308 21.19 19.50 5.6 14.322 Sprinkler 309 40.11 40.00 11.2 12.826 Sprinkler 310 20.91 19.50 5.6 13.941 Sprinkler 311 40.05 40.00 11.2 12.788 Sprinkler 312 41.45 40.00 11.2 13.694 Sprinkler 313 40.09 40.00 11.2 12.815 Sprinkler 314 20.35 19.50 5.6 13.206 Sprinkler 315 41.40 40.00 11.2 13.666 Sprinkler 316 40.15 40.00 11.2 12.852 Sprinkler 317 40.17 40.00 11.2 12.863 Sprinkler 318 40.18 40.00 11.2 12.872 Sprinkler 319 21.14 19.50 5.6 14.255 Sprinkler 320 40.01 40.00 11.2 12.760 Sprinkler 321 41.46 40.00 11.2 13.703 Sprinkler 322 20.92 19.50 5.6 13.961 Sprinkler 323 40.01 40.00 11.2 12.760 Sprinkler 324 20.81 19.50 5.6 13.807 Sprinkler 325 41.85 40.00 11.2 13.965 Sprinkler 326 20.77 19.50 5.6 13.750 c' Sprinkler 327 40.00 40.00 11.2 12.755 Sprinkler 328 20.71 19.50 5.6 13.673 Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. 41 AutoSPRlNK 2020 v16.3.15.0 1/13/2022 12:03:16PM Pane 3 Job Name: Drawingl Remote Area Number: 3 Date: 1/13/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 72.000 57.600 1 3750.00 69.740 1378.16 61.049 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 61.049 878.16 300 13-4 Sprinkler 13.725 20.75 301 13-4 Sprinkler 13.260 20.39 302 13-4 Sprinkler 12.970 20.17 303 13-4 Sprinkler 13.797 20.80 304 13-4 Sprinkler 13.315 20.43 305 13-4 Sprinkler 13.011 20.20 306 13-4 Sprinkler 12.797 40.06 307 12-1 Sprinkler 14.907 21.62 308 12-1 Sprinkler 14.322 21.19 309 13-4 Sprinkler 12.826 40.11 310 12-1 Sprinkler 13.941 20.91 311 13-4 Sprinkler 12.788 40.05 312 12-1 Sprinkler 13.694 41.45 313 13-4 Sprinkler 12.815 40.09 314 13-4 Sprinkler 13.206 20.35 315 12-1 Sprinkler 13.666 - 41.40 316 13-4 Sprinkler 12.852 40.15 317 13-4 Sprinkler 12.863 40.17 ,© M.E.P.CAD, Inc. 11 AutoSPRINK 2020 06.3.15. 1/13/2022 12:03:19PM Paqe 4 Job Name: Drawingi Remote Area Number: 3 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 318 13-4 Sprinkler 12.872 40.18 319 13-4 Sprinkler 14.255 21.14 320 13-4 Sprinkler 12.760 40.01 321 12-1 Sprinkler 13.703 41.46 322 13-4 Sprinkler 13.961 20.92 323 13-4 Sprinkler 12.760 40.01 324 13-4 Sprinkler 13.807 20.81 325 12-1 Sprinkler 13.965 41.85 326 13-4 Sprinkler 13.750 20.77 327 13-4 Sprinkler 12.755 40.00 328 13-4 Sprinkler 13.673 20.71 2 4-6 60.950 3 4-6 59.161 4 4-6 48.487 5 4-6 47.833 15 0111/2 44.551 34 12-1 16.136 36 12-1 16.113 48 13-4 15.307 49 13-4 14.368 50 12-1 16.187 51 13-4 14.460 52 12-1 16.105 &© M.E.P.CAD, Inc. IN AutoSPRINK 2020 v16.3.15. 1/13/2022 12:03:19PM Paqe 5 Job Name: Drawingi Remote Area Number: 3 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 53 12-1 16.319 54 13-4 15.309 55 12-1 16.608 56 13-4 15.522 57 12-1 17.097 58 13-4 16.263 59 12-1 17.700 60 13-4 13.153 61 12-1 14.236 62 12-1 14.310 63 13-4 14.032 64 12-1 14.317 65 12-1 14.287 66 13-4 14.030 67 12-1 14.220 68 12-1 18.449 69 12-1 14.221 70 13-4 13.161 71 4-4 Supply 36.806 72 13-4 12.990 73 12-1 14.241 74 4-4 41.045 75 13-4 13.738 © M.E.P.CAD, Inc. -11 AutoSPRINK 2020 06.3.15. 1/13/2022 12:03:19PM Paqe 6 Job Name: Drawingi Remote Area Number: 3 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 76 12-1 14.301 77 12-1 14.366 878 12-1 14.396 881 13-4 14.856 888 12-1Y2 21.411 891 13-4 19.889 918 12-1 21.506 © M.E.P.CAD, Inc. ill AutoSPRINK 2020 v16.3.15. 1/13/2022 12:03:19PM Paqe 7 Job Name: Drawing I Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node I Elev I Flow added K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 327 13-4 11.2 40.00 2 (See Notes) 51 1 120 12.755 Route I ..... P0(14-0) 14-0 0.012317 Sprinkler, 72 13-4 40.00 2.2150 19-1 0.235 72 13'4 41.12 2 (See Notes) 1-3 120 12.990 Flow (q) from Route 2 P0(11-3) 11-3 0.056797 0.542 73 12-1 81.12 2.1170 12-6 0.709 73 12-1 91.61 4 8.41/z 120 14.241 Flow (q) from Route 8 0.007161 76 2'-1 1 172.74 4.3160 8-4% 0.060 76 12-1 12.33 4 8-0 120 14.301 Flow (q) from Route 18 0.008135 77 12-1 185.07 4.3160 8-0 0.065 77 12-1 2 (See Notes) 50'21A 120 14.366 P0(14-a) P0(14-0) 28-0 0.052191 68 12-1 87.30 2.2150 78-3 4.083 68 12'-1 693.10 4 (See Notes) 3'9 120 18.449 Flow (q) from Route 3 fT(22'-5%) 2251/2 0.116573 918 12-1 780.40 4.3160 26.21/2 3.056 918 12-1 97.76 4 (See Notes) 1561/2 120 21.506 Flow (q) from Route 12 2fE(9'-6%), CV(30'-lO%), f(-0.0 00), BV(16'-lO), 1ST B.0.R 66-9% 0.145018 3.360 71 4'-4 878.16 4.3160 82-4 11.940 71 4.4 4 (See Notes) 1-2 120 36.806 P0(28-l) 28-1 0.145018 74 4'-4 878.16 4.3160 29-3 4.239 74 4-4 6 (See Notes). 3O71/2 120 41.045 fT(25'-O), BV(10'-O), 3fE(10'-O) 65-0 0.021371 1.463 15 0-11% 878.16 6.3950 95-71/2 2.043 15 0-11% 6 (See Notes) 1151/2 120 44.551 fE(12'-7), E(17'-7) 30-2 0.022000 2.366 5 4-6 878.16 6.3570 41-7% 0.916 5 4-6 6 (See Notes) 4'2 140 47.833 EE(11'-O%), E(22'-1) 33-1 0.017553 4 -4'-6 878.16 6.2800 37-3 0.654 , © M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21PM Page 8 Job Name: Drawingi Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node 1 Elev I I I Flow added K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 4 4-6 6 (See Notes) 15-0 120 48.487 T(37-8%), BFP(-1.619), LtE(11 '-4), E(17'-7) 6671/2 0.022000 0.000 3 -4-6 878 .16 6.3570 8171/2 10.673 3 4-6 6 (See Notes) 48'10% 150 59.161 GV(4'-71/), T(46'-21/2) 50-10 0.017943 0.000 2 -4-6 878.16 6.0900 99-81/2 1.789 2 -4'-6 12 (See Notes) 13291/2 140 60.950 Water Supply 0.000750 1 4-6 878.16 12.0000 132-9% 0.100 500.00 61.049 Hose Allowance At Source Total(Pt) Route 1 1 1378.16 320 13-4 11.2 40.01 2 (See Notes) 810 120 12.760 2 ..... Sprinkler 0.000016 323 13-4 1.12 2.2150 8-10 0.000 323 13-4 11.2 40.01 2 (See Notes) 3-9 120 12.760 .Route Sprinkler, P0(14-0) 14-0 0.012965 72 13-4 41.12 2.2150 17-9 0.230 12.990 Total(Pt) Route 2 320 13-4 11.2 40.01 2 (See Notes) 8-10 120 12.760 ..... Sprinkler 0.011692 317 13-4 38.89 2.2150 8-10 0.103 317 13-4 11.2 40.17 2 (See Notes) 7'10% 120 12.863 Sprinkler 0.043440 314 13-4 79.06 2.2150 7-10% 0.343 314 13-4 5.6 20.35 2 (See Notes) 20'- 11 120 13.206 .Route3 Sprinkler, P0(14-0) 14-0 0.066361 56 13-4 99.41 2.2150 34-11 2.316 56 13-4 2 (See 1'3 120 15.522 P0(11-3) 11-3 0.082723 0.542 57 M Notes) 12'-1 99.41 2.1170 12-6 1.033 © M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21 PM Page 9 Job Name: Drawingi Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node I Elev i I Flow added I K-Factor I this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 57 12-1 501.67 4 841/2 120 17.097 Flow (q) from Route 4 0.071916 59 12-1 601.08 4.3160 8-4% 0.604 59 12-1 92.02 4 8-0 120 17.700 Flow (q) from Route 11 0.093600 68 12-1 693.10 4.3160 8-0 0.749 18.449 Total(Pt) Route 3 311 13-4 11.2 40.05 2 (See Notes) 8-10 120 12.788 4 ..... Sprinkler . Route 0.007208 316 13-4 29.94 2.2150 8 -10 0.064 316 13-4 11.2 40.15 2 (See Notes) 3'9 120 12.852 Sprinkler, fE(4-11) 4-11 0.034769 60 13-4 70.09 2.2150 8-8 0.301 60 13-4 2 (See Notes) 1'3 120 13.153 P0(11-3) 11-3 0.043341 0.542 61 12-1 70.09 2.1170 12-6 0.541 61 12-1 82.39 4 9-0 120 14.236 Flow (q) from Route 6 0.005685 65 12-1 152.48 4.3160 9-0 0.051 65 12-1 4 8-4 120 14.287 0.002738 62 12-1 102.73 4.3160 8-4 0.023 62 12-1 4 11-10 120 14.310 0.000635 64 12-1 46.61 4.3160 11-10 0.007 64 12-1 2 (See Notes) 1'3 120 14.317 P0(11-3) 11-3 0.020378 -0.542 66 13-4 46.61 2.1170 12-6 0.254 66 13-4 2 (See Notes) 502% 120 14.030 P0(14-0) P0(14-0) 28-0 0.016347 54 13-4 46.61 2.2150 78-3 1.279 54 13-4 2 (See Notes) 1-3 120 15.309 P0(11-3) 11-3 0.020378 0.542 52 12-1 46.61 2.1170 12-6 0.254 , © M.E.P.CAD, Inc. fli AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21 PM Page 10 Job Name: Drawing 1 Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node I Elev I Flow added I K-Factor I this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 52 12-1 4 11-10 120 16.105 0.000635 36 12-1 46.61 4.3160 11-10 0.007 36 12-1 56.12 4 8-4 120 16.113 Flow (q) from Route 14 0.002738 34 12-1 102.73 4.3160 8-4 0.023 34 12-1 4975 4 9-0 120 16.136 Flow (q) from Route 15 0.005685 50 12-1 152.48 4.3160 9,-0 0.051 50 12-1 . 111.48 4 8-5 120 16.187 Flow (q) from Route 5 0.015691 53 12-1 263.96 4.3160 8-5 0.132 53 12-1 113.36 4 9-6 120 16.319 Flow (q) from Route 7 0.030389 55 12-1 377.32 4.3160 9-6 0.289 55 12-1 124.35 4 9-6 120 16.608 Flow (q) from Route 9 0.051473 57 12-1 501.67 4.3160 9-6 0.489 17.097 Total(Pt) Route 4 311 13-4 11.2 40.05 2 (See Notes) 8-10 120 12.788 Route Sprinkler 0.000967 306 13-4 10.11 2.2150 8-10 0.009 306 13-4 11.2 40.06 2 (See Notes) 931,/2 120 12.797 Sprinkler 0.018731 302 13'-4 5017 . 2.2150 0.174 302 13-4 5.6 20.17 2 (See Notes) 8'3% 120 12.970 Sprinkler 0.034997 301 13-4 70.34 2.2150 831/z 0.290 301 13-4 5.6 20.39 2 (See Notes) 831/2 120 13.260 Sprinkler 0.056048 300 13-4 90.73 2.2150 8-3% 0.465 300 13-4 5.6 20.75 2 (See Notes) 2'11 120 13.725 Sprinkler, fE(4'-11) 4-11 0.082036 49 13-4 111.48 2.2150 7-10 0.643 , © M.E.P.CAD, Inc. T1 AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21PM Page 11 Job Name: Drawing 1 Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node I ded (Foot) I K-Factor I ep Elev 1 I 7(Q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 ow (Foot) Actual ID Total (Foot) Friction(Pf) 49 3-4 2 (See Notes) l'3 J 120 14.368 P0(11-3) 11-3 0.102262 0.542 50 2-1 111.48 El 2.1170 12-6 1.277 16.187 Total(Pt) Route 5 313 13-4 11.2 40.09 2 (See Notes) 8-10 120 12.815 Sprinkler 0.006487 318 13-4 28.28 2.2150 8-10 0.057 318 13-4 11.2 40.18 2 (See Notes) 39 120 12.872 Sprinkler, fE(4'-11 ) 4-11 0.033291 70 13-4 68.47 2.2150 8-8 0.288 70 13-4 2 (See Notes) 13 120 13.161 .Route6 P0(11-3) 11-3 0.041499 0.542 69 12-1 68.47 2.1170 12-6 0.518 69 12-1 13.92 4 8-5 120 14.221 Flow (q) from Route 10 0.001820 61 12-1 82.39 4.3160 8-5 0.015 14.236 Total(Pt) Route 6 313 13-4 11.2 40.09 2 (See Notes) 8-10 120 12.815 . Route 7 Sprinkler 0.001289 309 13-4 11.81 2.2150 8-10 0.011 309 13'-4 11.2 40.11 2 (See Notes) 9'31, 120 12.826 Sprinkler 0.019955 305 13-4 51.92 2.2150 0.185 305 13-4 5.6 20.20 2 (See Notes) 831/2 120 13.011 Sprinkler 0.036651 304 13-4 72.12 2.2150 8-3% 0.304 304 13-4 5.6 20.43 2 (See Notes) 831/2 120 13.315 Sprinkler 0.058146 303 13-4 92.55 2.2150 83h/2 0.482 303 13'-4 5.6 20.80 2 (See Notes) 2-11 120 13.797 Sprinkler, fE(4'-ll) 4-11 0.084606 51 13'-4 113.36 2.2150 7-10 0.663 , © M.E.P.CAD, Inc. till AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21 PM Page 12 Job Name: Drawing 1 Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node I this Flow added step Nominal ID Fittings & Equiv. Length (Foot) ___(q)Fitting Elev(Pe) __________________Node Length (Foot) C Factor Total(Pt) Devices Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, are added directly to (Pt) and shown as (Foot) Pt Friction Loss Per Unit 2 EElev Total Flow (Q) (psi) Actual ID (Foot) To applicable, Friction(Pt) 51 13-4 2 (See Notes) 1-3 J 120 14.460 P0(11-3) 11-3 I 0.105466 0.542 53 12'-1 113.36 2.1170 12-6 1.317 16.319 Total(Pt) Route 7 315 12-1 11.2 41.40 2 (See Notes) 8-10 120 13.666 Route 8 Sprinkler 0.004151 321 12-1 22.22 2.2150 8-10 0.037 321 12-1 11.2 41.46 2 (See Notes) 3'9 120 13.703 Sprinkler, P0(14-0) 14-0 0.029112 67 12-1 63.68 2.2150 17-9 0.517 67 12-1 4 9-6 120 14.220 0.002215 73 12-1 91.61 4.3160 9-6 0.021 14.241 Total(Pt) Route 8 315 12'-1 11.2 41.40 2 (See Notes) 8-10 120 13.666 Route Sprinkler 0.003163 312 12-1 19.18 2.2150 8-10 0.028 312 12-1 11.2 41.45 2 (See Notes) 9-3% 120 13.694 Sprinkler 0.026586 310 12-1 60.63 2.2150 931/2 0.247 310 12-1 5.6 20.91 2 (See Notes) 8-3% 120 13.941 Sprinkler 0.045994 308 12-1 81.54 2.2150 8-3% 0.381 308 12'-1 5.6 21.19 2 (See Notes) 831/2 120 14.322 Sprinkler 0.070523 307 12-1 102.73 2.2150 8-3% 0.585 307 12'-1 5.6 21.62 2 (See Notes) 2'11 120 14.907 Sprinkler, P0(14-0) 14-0 0.100414 55 12-1 124.35 2.2150 16111/2 1.701 16.608 Total(Pt) Route 9 325 12-1 11.2 41.85 2 (See Notes) 61 120 13.965 Route 10 Sprinkler, PO(14'-O) 14-0 0.013393 67 12-1 41.85 2.2150 19-1 0.255 , 0 M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.15.0 3 1/13/2022 12:03:21 PM Page 13 Job Name: Drawing 1 Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node 1 Elev 1 Flow added K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) Friction(Pf) 67 12-1 91.61 4 9-6 120 14.220 Flow (q) from Route 8 0.000068 69 12'-1 13.92 4.3160 9-6 0.001 14.221 Total(Pt) Route 10 328 13-4 5.6 20.71 2 (See Notes) 3-8 120 13.673 Route 11 Sprinkler, P0(14-0) 14-0 0.003643 75 13-4 20.71 2.2150 17-8% 0.064 75 13-4 2 (See Notes) 451/2 120 13.738 P0(14-0) 14-0 0.000683 326 13-4 8.38 2.2150 18-5% 0.013 326 13'-4 5.6 20.77 2 (See Notes) 8'3% 120 13.750 Sprinkler 0.006857 324 13-4 29.15 2.2150 831/2 0.057 324 13'-4 5.6 20.81 2 (See Notes) 8'3% 120 13.807 Sprinkler 0.018580 322 13-4 49.95 2.2150 8-3% 0.154 322 13-4 5.6 20.92 2 (See Notes) 8'3% 120 13.961 Sprinkler 0.035492 319 13'-4 70.88 13-4 5.6 21.14 2.2150 8-3% 0.294 319 2 (See Notes) 20-11 120 14.255 Sprinkler, P0(14-U) 14-0 0.057528 58 13-4 92.02 2.2150 34'-ll 2.008 58 13-4 2 (See Notes) 1'3 120 16.263 P0(11-3) 11-3 0.071712 0.542 59 12'-1 92.02 2.1170 12-6 0.895 17.700 Total(Pt) Route 11 891 13'-4 97.76 2 (See Notes) 1-2% 120 19.889 Route 12 Flow (q) from Route 13 P0(11-3) 11-3 0.080205 0.524 888 12-1% 97.76 2.1170 12-5% 0.998 888 12-1% 4 (See Notes) 8'3 120 21.411 fT(22-5%) 22-5% 0.002498 0.018 918 12-1 97.76 4.3160 30-8 0.077 21.506 Total(Pt) Route 12 ,©M.E.P.CAD, Inc. IJAutoSPRINK2020v16.3.15.0 3 1/13/2022 12:03:21 PM Page 14 Job Name: Drawing 1 Remote Area Number: 3 Date: 1/13/2022 Pipe Information Node I Elev 1 Flow added K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) Friction(Pf) 77 12-1 87.30 4 12-0 120 14.366 Route 13 ..... Flow (q) from Route 1 0.002498 878 12'-1 97.76 4.3160 12-0 0.030 878 12-1 2 (See Notes) 1'3 120 14.396 P0(11-3) 11-3 0.080205 -0.542 881 13-4 97.76 2.1170 12-6 1.001 881 13-4 2 (See Notes) 5021/2 120 14.856 P0(14-0) P0(14-0) 28-0 0.064342 891 13-4 97.76 2.2150 78-3 5.034 19.889 Total(Pt) Route 13 62 12-1 2 (See Notes) 1 50-2% 120 14.310 Route 14 ..... P0(14-0) P0(14-0) 28-0 0.023043 36 12-1 56.12 2.2150 78-3 1.803 16.113 Total(Pt) Route 14 48 13-4 49.75 2 (See Notes) 1-3 120 15.307 Route 15 ..... Flow (q) from Route 16 P0(11-3) I 11-3 0.022982 0.542 34 17-1 49.75 2.1170 12-6 0.287 16.136 Total(Pt) Route 15 63 13-4 49.75 2 (See Notes) 50-2% 120 14.032 Route 16 ..... P0(14-0), Flow (q) from Route 17 fE(4'-11) 18'-11 0.018437 48 13-4 49.75 2.2150 69 -1% ______________ 1.275 15.307 Total(Pt) Route 16 65 12-1 2 (See Notes) 1-3 120 14.287 o Route 17 ..... P0(11-3) 11-3 0.022982 -0.542 63 13-4 49.75 2.1170 12-6 0.287 14.032 Total(Pt) Route 17 75 13-4 8.38 2 (See Notes) 1-3 120 13.738 Route 18 ..... Flow (q) from Route 11 P0(11-3) 11-3 0.001740 0.542 76 12'-1 12.33 2.1170 12-6 0.022 14.301 Total(Pt) Route 18 © M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21 PM Page 15 Job Name: Drawing 1 Rmote Area Number: 3 Date: 1/13/2022 Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I = Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 133 1.51 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 221/.' 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 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 P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. III AutoSPRINK 2020 06.3.15.0 3 1/13/2022 12:03:21 PM Page 16 Hydraulic Calculations for Project Name: Drawing 1 Location: Drawing Name: 20-0396—GRAND JEFFERSON FIRE SPRINKLERS Design Remote Area Number: 4 Remote Area Location: SHELL BUILDING Occupancy Classification: (AREA 4) Ordinary Group II Calculation Date: 10/14/2020 Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.20gpm/ft2 1500ff2 (Actual 1556ff2) 130ff2 Upright 15 0 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Allowance at Source (Safety Margin = 24.669 psi) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 644.55 @ 46.777 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 46.777 Right: 46.777 (/© M.E.P.CAD, Inc. PAutoSPRINK 2019 05.1.20.0 4 10/14/2020 7:28:51 AM Page 1 7500 6000 6750 3000 4500 3750 5250 Flow - gpm Hydraulic Graph N 1.85 Date: 10/14/2020 - - Water [Supply Summary Sheet Node: 1 Static Pressure 72,000 644.55 71.445 - - 3750.00 @ 57.600 I394.55 44.55 @ 46.777 with Hose Allowance at Source - si,stern demand curve - ULLJ.I.I.J.I.IIIIIIII 11111111 IIIIIII IIIIII I 111111 111111 II I I I I I I I I I I I I I I I I 9c 8C 7C 20 10 Job Name: Drawing 1 Remote Area Number: 4 100 © M.E.P.CAD, Inc. i1 AutoSPRINK 2019 v15.1.20.0 10/14/2020 7:28:53AM Paqe 2 6C a- 40 Pig Isummary Of Outfiowing Devices Job Number: 1 I<eport uescrlptlon: (AKA 4) urainary uroup 11 (4) Actual Flow Minimum Flow K-Factor Pressure Density Coverage Device (gpm) (gpm) (K) (psi) (gpmpft2) (Foot) Sprinkler 400 26.16 . 26.00 5.6 21.821 N/A N/A Sprinkler 401 26.16 26.00 5.6 21.818 N/A N/A Sprinkler 402 26.70 26.00 5.6 22.736 N/A N/A Sprinkler 403 26.38 26.00 5.6 22.190 N/A N/A Sprinkler 404 26.18 26.00 5.6 21.860 N/A N/A Sprinkler 405 26.27 26.00 5.6 22.009 N/A N/A Sprinkler 406 26.11 26.00 5.6 21.733 N/A N/A Sprinkler 407 : 26.02 26.00 5.6 21.592 N/A N/A Sprinkler 408 : 26.00 26.00 5.6 21.557 N/A N/A C> Sprinkler 409 26.00 26.00 5.6 21.566 N/A N/A Sprinkler 410 26.04 26.00 5.6 21.625 N/A N/A Sprinkler 411 26.65 26.00 5.6 22.646 N/A N/A Sprinkler 412 26.51 26.00 5.6 22.414 N/A N/A Sprinkler 413 26.51 26.00 5.6 22.405 N/A N/A Sprinkler 414 26.86 26.00 5.6 23.007 N/A N/A c Most Demanding Sprinkler Data . © M.E.P.CAD, Inc. AutoSPR INK 2019 05.1.20.0 10/14/2020 7:28:55AM Page 3 Job Name: Drawingi Remote Area Number: 4 Date: 10/14/2020 Supply Analysis Static Residual Flow I Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) (gpm) I (psi) 1 Water Supply 72.000 57.600 1 3750.00 71.446 644.55 46.777 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 4-6 Supply 46.777 394.55 400 14-0 Sprinkler 21.821 26.16 Density: N/A Coverage: N/A 401 14-0 Sprinkler 21.818 26.16 Density: N/A Coverage: N/A 402 14-0 Sprinkler 22.736 26.70 Density: N/A Coverage: N/A 403 14-0 Sprinkler 22.190 26.38 Density: N/A Coverage: N/A 404 14-0 Sprinkler 21.860 26.18 Density: N/A Coverage: N/A 405 14-0 Sprinkler 22.009 26.27 Density: N/A Coverage: N/A 406 14-1% Sprinkler 21.733 26.11 Density: N/A Coverage: N/A 407 14-1% Sprinkler 21.592 26.02 Density: N/A Coverage: N/A 408 14-1% Sprinkler 21.557 26.00 Density: N/A Coverage: N/A 409 14-1% Sprinkler 21.556 26.00 Density: N/A Coverage: N/A 410 14-1% Sprinkler 21.625 26.04 Density: N/A Coverage: N/A 411 14-1% Sprinkler 22.646 26.65 Density: N/A Coverage: N/A 412 14-0 Sprinkler 22.414 26.51 Density: N/A Coverage: N/A 413 14-0 Sprinkler 22.405 26.51 Density: N/A Coverage: N/A 414 14-0 Sprinkler 23.007 26.86 Density: N/A Coverage: N/A 2 4-6 46.754 3 4-6 46.347 4 4-6 38.529 ,© M.E.P.CAD, Inc. N AutoSPRlNK 2019 v15.1.20. 10/14/2020 7:28:58AM Paqe 4 Job Name: Drawing 1 Remote Area Number: 4 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 5 4-6 38.380 15 0-11Y2 35.806 30 12-6 26.529 31 14-0 25.638 32 14-0 24.662 33 12-6 25.071 34 4-4 33.784 35 12-6 26.548 36 4-4 Supply 32.819 37 12-6 25.855 38 12-6 25.047 39 12-6 25.683 40 . 14-0 24.939 41 14-0 24.559 42 12-6 25.033 43 12-6 25.530 44 14-0 24.499 45 14-0 24.804 46 12-6 25.008 47 12-6 25.382 48 12-6 24.966 49 14-0 24.549 50 12-6 24.909 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20. 10/14/2020 7:28:58AM Paqe 5 Job Name: Drawing 1 Remote Area Number: 4 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 51 12-6 25.260 52 14-0 24.338 53 12-6 24.845 54 14-0 24.462 55 12-6 25.168 56 14-0 24.268 57 12-6 25.087 58 14-0 23.495 59 14-0 23.674 60 12-6 24.761 61 14-1% 23.690 62 14-1% 23.275 63 12-6 25.051 64 12-6 24.717 65 12-6 25.047 66 12-6 24.711 67 14-0 24.234 68 14-0 23.831 69 14-0 23.368 70 14-0 23.177 71 14-0 23.092 72 14-0 23.090 73 14-0 23.133 (A© M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20. 10/14/2020 7:28:58AM Paqe 6 Job Name: Drawingi Remote Area Number: 4 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 74 14-0 23.390 75 14'- 11/2 22.888 76 14-1Y2 22.740 77 14-i'/ 22.702 78 14-1% 22.703 79 14-1% 22.775 80 14-1% 23.182 81 14-0 23.784 82 14-0 23.774 83 14-0 23.736 fC M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20. 10/14/2020 7:28:58AM Paqe 7 Job Name: Drawingi Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as 'epa"e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 409 14-1 % 5.6 26.00 1 (See Notes) 0-6 120 21.556 Route I ..... Sprinkler, PO(5'-11/2) 5-11% 0.177794 77 14-1 1/2 26.00 1.0870 6-51/2 1.146 77 14-1% 2 8-0 120 22.702 0.000058 78 14-1% 2.21 2.2150 8-0 0.000 78 14-1% 26.00 2 11-2 120 22.703 Flow (q) from Route 2 0.006456 79 14-1% 28.21 2.2150 11-2 0.072 79 14-1% 26.04 2 (See Notes) 9'l% 120 22.775 Flow (q) from Route 4 P0(14-0) 14-0 0.021645 1 62 14-1% 54.25 2.2150 23-1% 0.500 62 14-1% 26.65 2 (See Notes) 1'7% 120 23.275 Flow (q) from Route 13 P0(11-3) 11'-3 0.056509 0.714 64 12-6 80.90 2.1170 12-10% 0.728 64 12-6 43.67 4 11-4 120 24.717 Flow (q) from Route 11 0.003911 60 12-6 124.57 4.3160 11-4 0.044 60 12-6 74.38 4 9-0 120 24.761 Flow (q) from Route 6 0.009300 53 12-6 198.95 4.3160 9-0 0.084 53 12-6 4 8-5 120 24.845 0.007617 50 12-6 178.60 4.3160 8-5 0.064 50 12-6 4 9-6 120 24.909 0.006026 48 12-6 157.36 4.3160 9-6 0.057 48 12-6 4 9-6 120 24.966 0.004352 46 12-6 131.97 4.3160 9-6 0.041 46 12-6 4 8-4% 120 25.008 0.003008 42 12-6 108.08 4.3160 8-4% 0.025 /©M.E.P.CAD, Inc. AutoSPRINK2O19v15.1.20.O 4 10/14/2020 7:29:01AM Page Job Name: Drawinqi Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as 2jti"e 1u9 Fitting (Foot) ____________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 42 12-6 4 8-0 120 25.033 0.001772 38 12-6 81.19 4.3160 8-0 0.014 38 12-6 2 (See Notes) 50.21/2 120 25.047 P0(14-0) P0(14-0) 28-0 0.010330 37 12-6 36.37 2.2150 78-3 0.808 37 12-6 313.36 4 (See Notes) 39 120 25.855 Flow (q) from Route 3 fT(22-5%) 22.51/2 0.026407 35 12-6 349.74 4.3160 0.692 35 12-6 4482 4 (See Notes) 1511Y2 120 26.548 Flow (q) from Route 27 2fE(9-61/2), CV(30'-10Y2), f(-0.0 00), BV(16-10), 1ST B.0.R 66.91/2 0.033007 3.540 36 4-4 394.55 4.3160 82-9 2.731 36 4-4 4 (See Notes) 1-2 120 32.819 P0(28-l) 28-1 0.033007 34 4-4 394.55 4.3160 29-3 0.965 34 4-4 6 (See Notes) 30'7% 120 33.784 tT(32'-41/2), BV(12'-1V/2), 3fE(1 2-111/2) 84-1% 0.004864 1.463 15 0.111/2 394.55 6.3950 114-9 0.558 15 0i11/2 6 (See Notes) i151/2 120 35.806 fE(12-7), E(17'-7) 30-2 0.005007 2.366 5 -4-6 394.55 6.3570 41'- 7% 0.208 5 4-6 6 (See Notes) 4'-2 140 38.380 EE(11-0%), E(22-1) 33-1 0.003995 4 -4-6 394.55 6.2800 37-3 0.149 4 4-6 6 (See Notes) 15'O 120 38.529 T(37'-8%), BFP(-7.409), LtE(11 '-4), E(17'-7) 66.71/2 0.005007 0.000 3 4-6 394.55 6.3570 81-7% 7.818 3 4-6 6 (See Notes) 48'101/2 150 46.347 GV(4'-71/2), 1(46-21/2) 50-10 0.004084 0.000 2 4-6 394.55 6.0900 99-8% 0.407 2 4-6 12 (See Notes) 132'91/2 140 46.754 Water Supply 0 .000171 1 -4-6 394.55 12.0000 132-91/2 0.023 (7© M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20.0 4 10/14/2020 7:29:01AM Page 9 Job Name: Drawing 1 Remote Area Number: 4 Date: 10/14/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ____________ Fitting/Device (Equivalent (q) Equiv. Fitting (Foot) Pf Friction Elev(Pe) __________________ Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (psi) Friction(Pf) directly to (P0 and shown as (Foot) 250.00 46.777 Hose Allowance At Source Total(Pt) Route 1 1 644.55 408 14-1 % 5.6 26.00 1 (See Notes) 0-6 120 21.557 Route2 ..... Sprinkler, P0(5-11 %) 5111/2 0.177797 78 14-1V2 26.00 1.0870 6-5V2 1.146 22.703 Total(Pt) Route 2 407 14-1% 5.6 26.02 1 (See Notes) 0'6 120 21.592 Route 3 ..... Sprinkler, P0(5-11%) 5-11% 0.178067 76 14-1% 26.02 1.0870 6-5% 1.148 76 14-1% 23.79 2 8-0 120 22.740 Flow (q) from Route 18 0.018481 75 14-1 % 49.81 2.2150 8-0 0.148 75 14-1% 26.11 2 (See Notes) 51 11 120 22.888 Flow (q) from Route 5 P0(14-0) 14-0 0.040301 61 1411/2 75.92 2.2150 19-11 0.802 61 14-1% 2 (See Notes) 1-7% 120 23.690 11-3 P0(11-3) 0.050237 0.714 63 12-6 75.92 2.1170 12101/2 0.647 63 12-6 36.21 4 11-4 120 25.051 Flow (q) from Route 12 0.003220 57 12-6 112.13 4.3160 11-4 0.036 57 12-6 83.48 4 9-0 120 25.087 Flow (q) from Route 7 0.009013 55 12-6 195.61 4.3160 9-0 0.081 55 126 20.34 4 8-5 120 25. 168 Flow (q) from Route 24 51 12-6 215.95 4.3160 0.010823 8-5 0.091 51 12-6 21.24 4 9-6 120 25.260 Flow (q) from Route 21 47 12-6 237.19 4.3160 0.012875 9-6 0.122 47 12-6 25.39 4 9-6 120 25.382 Flow (q) from Route 26 43 12-6 262.58 4.3160 0.015540 9-6 1 0.148 &©ME.PCAD, Inc. AutoSPRINK2O19v15.1.2O.O 4 10/14/2020 7:29:01AM Page 10 Job Name: Drawing 1 Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 43 12-6 2389 4 8-41/2 120 25.530 Flow (q) from Route 19 0.018256 39 12-6 286.47 4.3160 8-4% 0.153 39 12-6 26.89 4 8-0 120 25.683 Flow (q) from Route 23 0.021552 37 12-6 313.36 4.3160 8-0 0.172 25.855 Total(Pt) Route 3 410 14-1 % 5.6 26.04 1 (See Notes) 06 120 21.625 Route 4 ..... Sprinkler, 5111/2 0.178322 79 14-1% 26.04 1.0870 6'-5/2 1.149 22.775 Total(Pt) Route 4 406 1411/2 5.6 26.11 1 (See Notes) 0-6 120 21.733 Route 5 ..... Sprinkler, P0(5-11%) 5111/2 0.179144 75 14-1% 26.11 1.0870 6-5% 1.155 22.888 Total(Pt) Route 5 401 14-0 5.6 26.16 i (See Notes) 1-1% 120 21.818 Route ..... Sprinkler, P0(5-11%) 5-11% 0.179794 72 14-0 26.16 1.0870 7-1 1.271 72 14-0 2 11-2 120 23.090 0.003903 73 14-0 21.49 2.2150 11-2 0.044 73 14-0 26.18 2 (See Notes) 7'21/2 120 23.133 Flow (q) from Route 8 P0(14-0) 14-0 0.017042 58 14-0 47.68 2.2150 21-2% 0.361 58 14-0 26.70 2 (See Notes) 1'6 120 23.495 Flow (q) from Route 14 P0(11 -3) 11-3 0.048368 0.650 60 12-6 74.38 2.1170 12-9 0.616 24.761 Total(Pt) Route 6 400 14-0 5.6 26.16 1 (See Notes) 1-1% 120 1 21.821 Route 7 ..... Sprinkler, P0(5-11%) 5'- 111/2 0.179812 I 71 14-0 26.16 1.0870 7-1 1.271 © M.E.P.CAD, Inc. AutoSPRiNK 2019 v15.1.20.0 4 10/14/2020 7:29:01AM Page 11 Job Name: Drawing 1 Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 71 14-0 4.66 2 11-2 120 23.092 Flow (q) from Route 16 0.007605 70 14-0 30.82 2.2150 11-2 0.085 70 14-0 26.27 2 8-0 120 23.177 Flow (q) from Route 9 0.023790 69 14-0 57.10 2.2150 8-0 0.190 69 14-0 26.38 2 (See Notes) 1'6 120 23.368 Flow (q) from Route 10 fE(411) 4-11 0.048036 59 14-0 83.48 2.2150 6-4% 0.307 59 14-0 2 (See Notes) 16 120 23.674 P0(11-3) 11-3 0.059879 0.650 57 12-6 83.48 2.1170 12-9 0.763 25.087 Total(Pt) Route 7 404 14-0 5.6 26.18 1 (See Notes) 111/2 120 21.860 Route 8 ..... Sprinkler, P0(5-111/2) 5-11% 0.180109 73 14-0 26.18 1.0870 7-1 1.274 23.133 Total(Pt) Route 8 405 14-0 5.6 26.27 i (See Notes) 0-6 120 22.009 Route 9 ..... Sprinkler, P0(511 5-11% 0.181246 70 14-0 26.27 1.0870 6-5% 1.168 23.177 Total(Pt) Route 9 403 14-0 5.6 26.38 i (See Notes) 0-6 120 22.190 Route 10 ..... Sprinkler, P0(5-11%) 5-11% 0.182628 69 14-0 26.38 1.0870 6-5% 1.177 23.368 Total(Pt) Route 10 413 14-0 5.6 26.51 1 (See Notes) 16 120 22.405 Route 11 ..... Sprinkler, P0(5-11%) 5-11% 0.184260 82 14-0 26.51 1.0870 7-5 1.369 82 14-0 2 (See Notes) 9'l% 120 23.774 P0(14-0) 14-0 0.002476 68 14-0 16.81 2.2150 23-1% 0.057 ©M.E.P.CAD, Inc. AutoSPRINK2019v15.1.20.O 4 10/14/2020 7:29:01AM Page 12 Job Name: Drawinqi Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as fl9J,,9 Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 68 14-0 26.86 2 (See Notes) 16 120 23.831 Flow (q) from Route 15 P0(11-3) 11-3 0.018058 0.650 66 12-6 43.67 2.1170 12-9 0.230 66 12-6 4 10-0 120 24.711 0.000562 64 12-6 43.67 4.3160 10-0 0.006 24.717 Total(Pt) Route 11 412 14-0 5.6 26.51 1 (See Notes) 1-6 120 22.414 Route 12 ..... Sprinkler, P0(5-11%) 5-11% 0.184332 81 14-0 26.51 1.0870 7-5 1.369 81 14-0 9.70 2 (See Notes) 29'11 120 23.784 Flow (q) from Route 17 P0(14-0) 14-0 0.010247 67 14-0 36.21 2.2150 43-11 0.450 67 14-0 2 (See Notes) 1'6 120 24.234 P0(11-3) 11-3 0.012773 0.650 65 12-6 36.21 2.1170 12-9 0.163 65 12-6 4 10-0 120 25.047 0.000398 63 12-6 36.21 4.3160 10-0 0.004 25.051 Total(Pt) Route 12 411 14-1 V2 5.6 26.65 1 (See Notes) 0-6 120 22.646 Route 13 ..... Sprinkler, E(2'-41/2)) 241/2 0.186095 80 1411/2 26.65 1.0870 2 101/2 0.536 80 14-1V2 2 (See Notes) 2'l 120 23.182 P0(14-0) 14-0 0.005810 62 14-1% 26.65 2.2150 16-1 0.093 23.275 Total(Pt) Route 13 402 14-0 5.6 26.70 1 (See Notes) 11h/2 120 22.736 Route 14 ..... Sprinkler, E(2'-4V2) 241/2 0.186774 74 14-0 26.70 1.0870 3-6 0.654 74 14-0 2 (See Notes) 4'0 120 23.390 P0(14-0) 14-0 0.005832 58 14-0 26.70 2.2150 18-0 0.105 ©MEPCAD, Inc. AutoSPRINK2019v15.1.20.0 4 10/14/2020 7:29:01AM Page 13 Job Name: Drawinqi Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 23.495 lotal(Pt) Route 14 414 14-0 5.6 26.86 i (See Notes) 1'6 120 23.007 Route 15 ..... Sprinkler, E(2'-4%) 241/2 0.188837 83 14-0 26.86 1.0870 3-10% 0.729 83 14-0 2 (See Notes) 2'l 120 23.736 P0(14-0) 14-0 0.005896 F68 14-0 26.86 2.2150 16-1 0.095 23.831 Total(Pt) Route 15 72 14-0 21.49 2 11-2 120 23.090 Route 16 ..... Flow (q) from Route 6 0.000231 71 14-0 4.66 2.2150 11-2 0.003 23.092 Total(Pt) Route 16 82 14-0 16.81 2 11-2 120 23.774 Route 17 ..... Flow (q) from Route 11 0.000896 81 14-0 9.70 2.2150 11-2 0.010 23.784 Total(Pt) Route 17 77 14-1% 221 2 8-0 1 120 22.702 Route 18 ..... Flow (q) from Route 1 0.004710 76 14-1% 23.79 2.2150 8-0 0.038 22.740 Total(Pt) Route 18 45 14-0 23.89 2 T (See j Notes) 1-6 J 120 24.804 Route 19 ..... Flow (q) from Route 20 P0(11-3) 11-3 0.005916 J 0.650 43 12-6 2389 2 1170 12-9 0.075 25.530 Total(Pt) Route 19 46 12-6 2 (See Notes) 1-6 120 25.008 Route 20 ..... P0(11-3) P0(11-3) 22-5% 0.005916 -0.650 44 14-0 23.89 2.1170 23-11% 0.142 44 14-0 2 (See Notes) 50'21/2 120 24.499 P0(14-0) 14-0 0.004746 45 14-0 23.89 2.2150 64-2% 0.305 24.804 Total(Pt) Route 20 ©M.E.P.CAD, Inc. AutoSPRINK2O19v15,1.20.O 4 10/14/2020 7:29:01AM Page 14 Job Name: Drawing 1 Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P1) and shown as Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(PI) 49 14-0 21.24 2 (See Notes) 1-6 120 24.549 Route 21 ..... Flow (q) from Route 22 P0(11-3) 11-3 0.004762 0.650 51 12-6 2124 2.1170 12-9 0.061 25.260 Total(Pt) Route 21 50 12-6 2 (See Notes) 1-6 120 24.909 Route 22 ..... P0(11-3) fE(3'11) 15-2 0004762 -0.650 52 14-0 21.24 2.1170 16-8 0.079 52 14-0 2 (See Notes) 5021/2 120 24.338 fE(4'.11) 4-11 0.003820 49 14-0 21.24 2.2150 55'-1Y2 0.211 24.549 Total(Pt) Route 22 42 12-6 2 (See Notes) 1-6 120 25.033 Route 23 ..... P0(11-3) P0(11-3) 22-5% 0.007367 -0650 41 14-0 26.89 2.1170 23-11% 0.177 41 14-0 2 (See Notes) 5021/2 120 24.559 P0(14-0) 14-0 0.005910 40 14-0 26.89 22150 64-2% 0.380 40 14-0 2 (See Notes) 1'6 120 24.939 P0(11-3) 11-3 0.007367 0.650 39 12-6 26.89 2.1170 12-9 0.094 25.683 Total(Pt) Route 23 54 14-0 20.34 2 (See Notes) 16 120 24.462 Route 24 ..... Flow (q) from Route 25 P0(11-3) 11-3 0.004395 0.650 55 12-6 20.34 2.1170 12-9 0.056 25.168 Total(Pt) Route 24 53 12-6 2 (See Notes) 1-6 120 24.845 Route 25 ..... P0(11-3) fE(3'-l1) 15-2 0.004395 -0.650 56 14-0 20.34 2.1170 16-8 0.073 56 14-0 2 (See Notes) 50'21/2 120 24.268 fE(4'-ll) 4-11 0.003525 54 14-0 20.34 2.2150 5511/2 0.194 24.462 Total(Pt) Route 25 1, © M,E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .20.0 4 10/14/2020 7:29:01AM Page 15 Job Name: Drawinqi Remote Area Number: 4 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 48 12-6 2 (See Notes) I 5021/2 120 24.966 Route 26 ..... P0(14-0) P0(14-0) 28-0 0.005313 47 12-6 25.39 2.2150 78-3 0.416 25.382 Total(Pt) Route 26 33 12-6 4482 2 (See Notes) 16 120 25.071 Route 27 ..... Flow (q) from Route 28 P0(11-3) 11-3 0.018947 -0.650 32 14-0 44.82 2.1170 12-9 0.241 32 14-0 2 (See Notes) 502V2 120 24.662 P0(14-0) 14-0 0.015200 31 14-0 44.82 2.2150 64-2 V2 0.976 31 14-0 2 (See Notes) 1-6 120 25.638 P0(11-3) 11-3 0.018947 0.650 30 12-6 44.82 2.1170 12-9 0.241 30 12-6 4 (See Notes) 83 120 26.529 fT(22-5%) 22-51/2 0.000590 35 12-6 44.82 4.3160 30-8 0.018 26.548 Total(Pt) Route 27 38 12-6 36.37 4 (See Notes) I 12'0 120 25.047 Route 28 ..... Flow (q) from Route 1 P0(28-1) 28-1 0.000590 33 12-6 44.82 4.3160 I 40-1 0.024 25.071 Total(Pt) Route 28 /©M.E.PCAD, Inc. AutoSPRINK 2019 v1 5.1.20.0 4 10/14/2020 7:29:01AM Page 16 Job Name: Drawinqi Remote Area Number: 4 Equivalent Pipe Lengths of Valves and Fittings (C120 Only) Actual Inside Diameter 487 I = Factor Schedule 40 Steel Pipe Inside Diameter ) C Value Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 Date: 10/14/2020 150 1.51 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 1l1/4 Elbow Ee2 221/20 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 LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. AutoSPRINK2019 05.1.20.0 4 10/14/2020 7:29:00AM Page 17 Hydraulic Calculations for Project Name: Drawingi Location: Drawing Name: 20-0396 GRAND JEFFERSON FIRE SPRINKLERS #(~, Jul t4l; Calculation Date: 1/13/2022 Design Remote Area Number: 4 Remote Area Location: SHELL BUILDING Occupancy Classification: (AREA 4) Ordinary Group II Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.2Ogpm/ft2 1500ft2 (Actual 1556ft2) 130ft2 Upright 16 0 N/Agpm at Node: N/A 250.00 at Node: I Type: Allowance at Source (Safety Margin = 22.209) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 687.13 @ 49.167 Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 49.167 Right: 49.167 M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.15.0 4 1/13/202212:04:05PM Page 1 9c 8C 7C 6C 30 20 10 Hydraulic Graph N 1.85 Date: 1/13/2022 Water Supply Summary Sheet Node: 1 Static Pressure 72.000 -75687,1 - 437.13 750.00 @ 57.600 49.167 1- 687.13 with Hose Allowance at Source S stem demand ue ....ilh 'LJ.J.iJ.I.I.lIIIIIII! 111111111 111111111 111111111 liii I II 11111111 I I I I I I I I I I I I I I I Job Name: Drawing 1 Remote Area Number: 4 100 3000 4500 3750 5250 Flow - gpm 6000 6750 7500 &© M.E.P.CAD, Inc. M AutoSPRINK 2020 06.3.15.0 1/13/2022 12:04:06PM Page 2 Job Number: 1 Rnnrt Dstrintinn 1ARFA4 flrdinr, (rnr 11(4' Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 400 27.58 26.00 5.6 24.260 Sprinkler 401 28.28 26.00 5.6 25.494 Sprinkler 402 27.75 26.00 5.6 24.547 Sprinkler 403 27.05 26.00 5.6 23.340 Sprinkler 404 27.49 26.00 5.6 24.095 Sprinkler 405 27.38 26.00 5.6 23.912 Sprinkler 406 27.03 26.00 5.6 23.298 Sprinkler 407 27.40 26.00 5.6 23.939 Sprinkler 408 27.39 26.00 5.6 23.925 Sprinkler 409 27.39 26.00 5.6 23.920 Sprinkler 410 27.03 26.00 5.6 23.302 Sprinkler 411 26.00 26.00 5.6 21.556 Sprinkler 412 27.41 26.00 5.6 23.956 Sprinkler 413 27.15 26.00 5.6 23.505 Sprinkler 414 27.54 26.00 5.6 24.182 Sprinkler 415 27.26 26.00 5.6 23.703 ' Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2020 06.3.15.0 1113/2022 12:04:08PM Page 3 Job Name: Drawingi Remote Area Number: 4 Date: 1/13/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 72.000 57.600 j 3750.00 71.376 687.13 49.167 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 49.167 437.13 400 13-4 Sprinkler 24.260 27.58 401 12-1 Sprinkler 25.494 28.28 402 13-4 Sprinkler 24.547 27.75 403 13-4 Sprinkler 23.340 27.05 404 12-1 Sprinkler 24.095 27.49 405 13-4 Sprinkler 23.912 27.38 406 13-4 Sprinkler 23.298 27.03 407 12-1 Sprinkler 23.939 27.40 408 13-4 Sprinkler 23.925 27.39 409 12-1 Sprinkler 23.920 27.39 410 13-4 Sprinkler 23.302 27.03 411 14-0Y2 Sprinkler 21.556 26.00 412 12-1 Sprinkler 23.956 27.41 413 13-4 Sprinkler 23.505 27.15 414 12-1 Sprinkler 24.182 27.54 415 13-4 Sprinkler 23.703 27.26 2 4-6 49.140 3 -4'-6 48.647 I,© M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.15. 1/13/2022 12:04:11PM Paqe 4 Job Name: Drawingl Remote-Area Number: 4 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 4 4-6 41.054 5 4-6 40.874 15 0111/2 38.256 30 13-4 24.955 31 12-1 26.092 32 13-4 25.321 33 13-4 24.693 34 12-1 26.634 35 12-1 25.365 36 12-1 26.598 37 13-4 25.366 38 13-4 24.649 39 12-1 25.201 40 13-4 25.379 41 12-1 25.182 42 13-4 24.653 43 12-1 25.188 44 12-1 25.219 45 13-4 24.747 46 12-1 25.457 47 13-4 24.954 48 13-4 25.285 49 13-4 26.124 (,© M.E.P.CAD, Inc. 11 AutoSPRINI< 2020 06.3.15. 1/13/2022 12:04:11PM Page 5 Job Name: Drawingi RemoteArea Number: 4 Date: 1/13/2022 Node Number elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 50 12-1 26.733 51 13-4 26.229 52 12-1 26.593 53 12-1 26.844 54 13-4 25.870 55 12-1 26.993 56 13-4 26.541 57 12-1 27.174 58 13-4 26.706 59 12-1 27.361 60 13-4 25.864 61 12-1 26.339 62 12-1 26.196 63 13-4 25.066 64 12-1 26.189 65 12-1 26.238 66 13-4 25.422 67 12-1 26.484 68 12-1 27.572 69 12-1 26.415 70 13-4 25.947 71 4-4 Supply 35.065 72 13-4 26.082 ,© M.E.P.CAD, Inc. 11 AutoSPRINK 2020 06.3.15. 1113/2022 12:04:11PM Paqe 6 Job Name: Drawingi Remote.Area Number: 4 Date: 1/13/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 73 12-1 26.533 74 4-4 36.231 75 13-4 26.134 76 12-1 26.562 77 12-1 26.579 878 12-1 26.586 881 13-4 26.303 888 12-1Y2 28.382 891 13-4 27.601 918 12-1 28.420 1A© M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15. 1/1312022 12:04:11PM Page 7 Job Name: Drawing 1 Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node I Elev I ded K-Factor p (Foot) 7(0) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 ow (Foot) Actual ID __________ Total (Foot) ________________ Friction(Pf) 411 14-0% 5.6 26.00 1 (See Notes) 731/2 120 21.556 Route I ..... Sprinkler, E(2-4%), P0(5-11%) 8-4 0.177794 0.854 43 ______________________________ 12-1 26.00 1.0870 1571/z 2.778 43 12-1 10.91 2 2'-ll% 120 25.188 Flow (q) from Route 19 0.010615 44 ________________________________ 12'-1 36.91 2.2150 2'-111/2 0.032 44 12-1 27.41 2 8-0 120 25. 219 Flow (q) from Route 11 0.029656 46 _________________________________ 12-1 64.32 2.2150 8-0 0.238 46 12-1 27.54 2 (See Notes) 5. - 11 120 457 Flow (q) from Route 13 PO(14'-O) 14-0 0.057338 36 _________________________________ 12-1 91.86 2.2150 19-11 1.141 36 12-1 38.83 4 8-4 120 598 Flow (q) from Route 9 0.004274 34 _________________________________ 12-1 130.69 4.3160 8'-4 0.036 34 12-1 87.00 9-0 120 26.634 Flow (q) from Route 3 0.010985 50 _________________________________ 12-1 217.69 4.3160 1-0 0.099 50 12-1 22.72 4 8-5 120 26. 733 Flow (q) from Route 27 0.013200 53 _________________________________ 12-1 240.41 4.3160 8'-5 0.111 53 12-1 23.77 4 9-6 120 26. 844 Flow (q) from Route 26 0.015715 55 ________________________________ 12-1 264.18 4.3160 9-6 0.149 55 12-1 28.35 4 9-6 120 26. 993 Flow (q) from Route 20 0.018977 57 ________________________________ 12-1 292.54 4.3160 9-6 0.180 57 12-1 26.78 4 8-4% 120 27. 174 Flow (q) from Route 21 0.022316 59 ________________________________ 12-1 319.32 4.3160 8-4% 0.187 59 12-1 30.16 4 8-0 120 27.361 Flow (q) from Route 22 0.026371 68 ______________________________ 12-1 349.48 4.3160 8-0 0.211 , © M.E.P.CAD, Inc. J1 AutoSPRINK 2020 06.3.15.0 4 1/13/2022 12:04:13PM Page 8 Job Name: Drawing 1l Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node I Elev I (Foot) Flow added I K-Factor I this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) ___________________________________ Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 68 12-1 40.67 4 (See Notes) 3'-9 120 27.572 Flow (q) from Route 2 ff(22'5%) 22-5% 0.032327 918 12-1 390.14 4.3160 26'-21/2 0.848 918 12-1 46.99 4 (See Notes) 15'6'/'2 120 28.420 Flow (q) from Route 17 2fE(9'-61/), CV(30'-101/2), f(-0.0 00), BV(16'-10), 151 B.O.R 66-9% 0.039897 3.360 71 4-4 437.13 4.3160 82-4 3.285 71 4-4 4 (See Notes) 12 120 35.065 P0(28-l) 1.166 28-1 0.039897 74 4-4 437.13 4.3160 29-3 74 4-4 6 (See Notes) 30'J1/2 120 36.231 fT(25'-0), BV(10'-O), 3fE(10'-O) 65-0 0.005880 1.463 15 0-11% 437.13 6.3950 95-71/2 0.562 15 0-11% 6 (See Notes) 11's% 120 38.256 fE(12'-7), E(17'-7) 30-2 0.006053 2.366 5 4-6 437.13 6.3570 41-7% 0.252 5 4-6 6 (See Notes) 42 140 40.874 EE(11'-O%), E(22'-1) 33-1 0.004829 1 4 -4-6 437.13 6.2800 37-3 0.180 4 4-6 6 (See Notes) ________ 150 120 41.054 T(37'-8%), BFP(-1.619), LtE(11 -4), E(17'-7) 66-7% 0.006053 ____________ 0.000 3 -4-6 437.13 6.3570 ________ 81-7% _________ 7.593 _______________ 3 4-6 6 (See Notes) 4810% 150 48.647 GV(4'-71/2), T(46'-2%) 50-10 0.004936 0.000 2 -4-6 437.13 6.0900 99-81/2 0.492 2 -4-6 12 (See Notes) 132'9% 140 49.140 Water Supply 0.000206 1 -4-6 437.13 12.0000 132-9% 0.027 I 250.00 49.167 Hose Allowance At Source Total(Pt) Route 1 1 687.13 406 13-4 5.6 27.03 1 (See Notes) 1-1% 120 23.298 Route 2 ..... Sprinkler, P0(5-11%) 5-11% 0.191046 38 13-4 27.03 1.0870 7-1 1.351 j, © M.E.P.CAD, Inc. 01 AutoSPRINK 2020 v16.3.15.0 4 1/13/2022 12:04:13PM Page 9 Job Name: Drawing'! Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node I Elev 1 Flow added I K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor __________ Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 38 13-4 2 11-2 120 24.649 0.003897 33 13-4 21.47 2.2150 11-2 0.044 33 13-4 27.05 2 (See Notes) 7'21/2 120 24.693 Flow (q) from Route 4 P0(14-0) 14-0 0.017611 63 13-4 48.53 2.2150 21-2Y2 0.373 63 13-4 27.58 2 (See Notes) 1-3 120 25.066 Flow (q) from Route 14 P0(11-3) 11-3 0.050474 0.542 65 12-1 76.11 2.1170 12-6 0.630 65 12-1 143.33 4 9-0 120 26.238 Flow (q) from Route 7 0.011149 61 12-1 219.44 4.3160 9-0 0.100 61 12-1 4 8-5 120 26.339 0.009108 69 12-1 196.72 4.3160 8-5 0.077 69 12-1 4 9-6 120 26.415 0.007177 67 12-1 172.95 4.3160 r-9-6 0.068 67 12-1 4 9-6 120 26.484 0.005153 73 12-1 144.60 4.3160 9-6 0.049 73 12-1 4 841/2 120 26.533 0.003528 76 12-1 117.82 4.3160 841/2 0.030 76 12'-1 4 8-0 120 26.562 0.002042 77 12-1 87.66 4.3160 8-0 0.016 77 12'-1 2 (See Notes) 50'2% 120 26.579 PO(14'-O) P0(14-0) 28-0 0.012699 68 12-1 40.67 2.2150 78-3 0.994 27.572 Total(Pt) Route 2 410 13-4 5.6 27.03 1 (See Notes) 111/2 J 120 23.302 Route 3 ..... Sprinkler, P0(5-111/2) 5-11% T 0.191072 42 13'-4 27.03 1.0870 7-1 1.351 , © M.E.P.CAD, Inc. M AutoSPRINK 2020 06.3.15.0 4 1/1312022 12:04:13PM Page 10 Job Name: Drawinqi Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node 1 Elev 1 J Flow added (Foot) I K-Factor this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) Friction(Pf) 42 13-4 5.56 2 11-2 120 24.653 Flow (q) from Route 24 0.008430 45 13-4 32.59 2.2150 11-2 0.094 45 13-4 27.15 2 8-0 120 24.747 Flow (q) from Route 5 0.025867 47 1 3-4 59.74 2.2150 8-0 0.207 47 13-4 27.26 2 (See Notes) 1-6 120 24.954 Flow (q)from Route 6 fE(4'-ll) 4-11 0.051858 48 13-4 87.00 2.2150 641/2 0.331 48 13-4 2 (See Notes) 1'3 120 25.285 P0(11-3) 11-3 0.064644 0.542 34 12-1 87.00 2.1170 12-6 0.807 26.634 Total(Pt) Route 3 403 13-4 5.6 27.05 1 (See Notes) I 1-1% 120 23.340 Route 4 ..... Sprinkler, P0(5-11%) 5111/2 0.191360 33 13-4 27.05 1.0870 7-1 1.353 24.693 Total(Pt) Route 4 413 13-4 5.6 27.15 1 (See Notes) I 0-6 120 23.505 Route ..... Sprinkler, P0(5-11%) 5-11% 0.192617 45 13-4 27.15 1.0870 6-5% 1.242 24.747 Total(Pt) Route 5 415 13-4 5.6 27.26 i (See Notes) 0'6 120 23.703 Route 6 ..... Sprinkler, P0(5-11%) 5-11% 0.194112 47 13-4 27.26 1.0870 6-5% 1.251 24.954 Total(Pt) Route 6 405 13-4 5.6 27.38 1 (See Notes) 1-6 120 23.912 Route 7 ..... Sprinkler, P0(5-11%) 5-11% 0.195697 37 13-4 27.38 1.0870 7-5 1.454 37 13-4 2 (See Notes) 111 0 120 25.366 P0(14-0) 14-0 0.002246 66 13-4 15.94 2.2150 25-0 0.056 , © M.E.P.CAD, Inc. §11 AutoSPRINK 2020 06.3.15.0 4 1/13/2022 12:04:13PM Page 11 Job Name: Drawingi Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node I Elev i I Flow added K-Factor I this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (0) Actual ID Total (Foot) Friction(Pf) 66 13'-4 27.75 2 (See Notes) 13 120 25.422 Flow (q) from Route 15 P0(11'3) 11-3 0.018074 0.542 64 12-1 43.69 2.1170 12-6 0.226 64 12-1 4 11'-10 120 26.189 0.000563 62 12-1 43.69 4.3160 11-10 0.007 62 12-1 71.37+28.28 4 8-4 120 26.196 Flow (q) from Route 8 and 16 0.005070 65 12-1 143.33 4.3160 8-4 0.042 26.238 Total(Pt) Route 7 409 12-1 5.6 27.39 1 (See Notes) 0-6 120 23.920 Route 8 ..... Sprinkler, P0(5-11%) 0.195760 41 12'-1 27.39 1.0870 6-5% 1.262 41 12-1 2 8-0 120 25.182 0.002388 39 12-1 16.48 2.2150 8-0 0.019 39 12-1 27.40 2 11-2 120 25.201 Flow (q) from Route 10 0.014616 35 12-1 43.88 2.2150 11-2 0.163 35 12-1 27.49 2 (See Notes) 9-1% 120 25.365 Flow (q) from Route 12 PO(14'-O) 14-0 0.035945 62 12-1 71.37 2.2150 23-1% 0.831 26.196 Total(Pt) Route 8 408 13-4 5.6 27.39 1 (See Notes) 1-6 120 23.925 Route 9 ..... Sprinkler, PO(5'-ll%) 5'- 111/2 0.195794 40 13-4 27.39 1.0870 7-5 1.454 40 13-4 11.44 2 (See Notes) 28'o% 120 25.379 Flow (q) from Route 25 P0(14-0) 14-0 0.011660 54 13-4 38.83 2.2150 42-0% 0.490 54 13-4 2 (See Notes) 1-3 120 25.870 P0(11-3) 11-3 0.014535 0.542 52 12-1 38.83 2.1170 12-6 0.181 1,©M.E.P.CAD, Inc. 01AutoSPRINK202006.3.15.0 4 1/13/2022 12:04:13PM Page 12 Job Name: Drawing 1 Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node I Elev i I Flow added K-Factor (Foot) this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) Friction(Pf) 52 12-1 4 [ 11-10 120 26.593 0.000453 36 12-1 38.83 4.3160 11-10 0.005 26.598 Total(Pt) Route 9 407 12-1 5.6 27.40 1 (See Notes) 1 0-6 120 23.939 Route 10 ..... Sprinkler, P0(5-11%) 5111/2 0.195898 39 12-1 27.40 1.0870 6-5% 1.263 25.201 Total(Pt) Route 10 412 12-1 5.6 27.41 i (See Notes) I 0-6 120 23.956 Route 11 ..... Sprinkler, P0(5-111/2) I 5'-11Y2 0.196028 44 12-1 27.41 1.0870 6-5% 1.264 25.219 Total(Pt) Route 11 404 12-1 5.6 27.49 1 (See Notes) 0-6 120 24.095 Route 12 ..... Sprinkler, P0(5-11 %) 5-11% 0.197078 35 12'-1 27.49 -j 1.0870 1.270 25.365 Total(Pt) Route 12 414 12'-1 5.6 27.54 1 (See Notes) 0-6 120 24.182 Route 13 ..... Sprinkler, PO(5'-11%) 5-11% 0.197743 46 12-1 27.54 1.0870 6-5% 1.275 25.457 Total(Pt) Route 13 400 13'-4 5.6 27.58 1 (See Notes) 1-1% 120 24.260 Route 14 ..... Sprinkler, E(2'-4%) 2'-4% 0.198330 30 13-4 27.58 1.0870 3'-6 0.695 30 13-4 1 2 (See Notes) 4'0 120 24.955 P0(14-0) 14-0 0.006192 63 13-4 27.58 2.2150 18-0 0.111 25.066 Total(Pt) Route 14 402 13-4 5.6 27.75 1 (See Notes) 1-6 120 24.547 Route 15 ..... Sprinkler, E(2'-4%) 2-4% 0.200501 32 13'-4 27.75 1.0870 3-10% 0.774 32 13-4 2 (See Notes) 2'1 120 25.321 P0(14'O) 14-0 0.006260 66 13-4 27.75 2.2150 16-1 0.101 , © M.E.P.CAD, Inc. III AutoSPRINK 2020 06.3.15.0 4 1/13/2022 12:04:13PM Page 13 Job Name: Drawing 1 Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node I Elev i (Foot) I Flow added K-Factor this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 25.422 Total(Pt) Route 15 401 12-1 5.6 28.28 1 (See Notes) 06 120 25.494 Route 16 ..... Sprinkler, E(2-41/z) 2-41/2 0.207645 31 12-1 28.28 1.0870 2-10% 0.598 31 12-1 2 (See Notes) 2-1 120 26.092 P0(14-0) 14-0 0.006483 62 12-1 28.28 2.2150 16-1 0.104 26.196 Total(Pt) Route 16 891 13-4 46.99 2 (See Notes) 1'21/2 120 27.601 Route 17 ..... Flow (q) from Route 18 P0(11-3) 11-3 0.020683 0.524 888 1211/2 46.99 2.1170 12-5% 0.257 888 12-1% 4 (See Notes) 8'3 120 28.382 fT(22'-5%) 2251/2 0.000644 0.018 918 12-1 46.99 4.3160 30-8 0.020 28.420 Total(Pt) Route 17 77 12-1 40.67 4 12-0 120 26.579 Route 18 ..... Flow (q) from Route 2 0.000644 878 12-1 46.99 4.3160 12-0 0.008 878 12-1 2 (See Notes) 1'3 120 26.586 P0(11-3) 11-3 0.020683 -0.542 881 13-4 46.99 2.1170 12-6 0.258 881 13-4 2 (See Notes) 50'21,c 120 26.303 P0(14-0) P0(14-0) 28-0 0.016592 891 13-4 46.99 2.2150 78-3 1.298 27.601 Total(Pt) Route 18 41 12-1 16.48 2 5-01/2 120 25.182 Route 19 ..... Flow (q) from Route 8 0.001113 43 12-1 10.91 2.2150 5-0% 0.006 25.188 Total(Pt) Route 19 67 12-1 2 (See Notes) 50-21/2 120 26.484 Route 20 ..... P0(14-0) P0(14'O) 28-0 0.006517 55 12-1 28.35 2.2150 78-3 0.510 26.993 Total(Pt) Route 20 , © M.E.P.CAD, Inc. AutoSPRINK 2020 06.3.15.0 4 1/13/2022 12:04:13PM Page 14 Job Name: Drawing 1 Remote Area Number: 4 Date: 1/13/2022 Pipe Information Node 1 Elev I I Flow added K-Factor (Foot) this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 56 13-4 26.78 2 (See Notes) 1-3 120 26.541 Route 21 ..... Flow (q) from Route 23 P0(11-3) 11-3 0.007308 0.542 57 12 -1 26.78 2.1170 12-6 0.091 27.174 Total(Pt) Route 21 76 12-1 2 (See Notes) 1-3 120 26.562 Route 22 ..... P0(11-3) 11-3 0.009106 -0.542 75 13-4 30.16 2.1170 12-6 0.114 75 13-4 2 (See Notes) 5O2Y2 120 26.134 P0(14-0) P0(14-0) 28-0 0.007305 58 13-4 30.16 2.2150 78-3 0.572 58 13-4 2 (See Notes) 13 120 26.706 P0(11-3) 11-3 0.009106 0.542 59 12-1 30.16 2.1170 12-6 0.114 27.361 Total(Pt) Route 22 73 12-1 2 (See Notes) 1-3 120 26.533 Route 23 ..... P0(11-3) 11-3 0.007308 -0.542 72 13-4 26.78 2.1170 12-6 0.091 72 13'-4 2 (See Notes) 5O2h/2 120 26.082 P0(14-0) P0(14-0) 28-0 0.005863 56 13-4 26.78 2.2150 78-3 0.459 26.541 Total(Pt) Route 23 38 13-4 21.47 2 11-2 120 24.649 Route 24 ..... Flow (q) from Route 2 0.000320 42 13-4 5.56 2.2150 11-2 0.004 24.653 Total(Pt) Route 24 37 13-4 15.94 2 11-2 120 25.366 Route 25 ..... Flow (q) from Route 7 0.001216 40 13-4 11.44 2.2150 11-2 0.014 25.379 Total(Pt) Route 25 69 12-1 2 (See J Notes) j 1-3 120 26.415 Route 26 ..... P0(11-3) t 11-3 0.005863 -0.542 70 13-4 23.77 2.1170 12-6 0.073 ,©M.E.P.CAD, Inc. ffl AutoSPRINK2020v16.3.15.0 4 1/13/2022 12:04:13PM Page 15 Job Name: Drawingi Rem9te Area Number: 4 Date: 1/13/2022 Pipe Information Node 1 Flow added Elev 1 K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) Friction(Pt) 70 13'-4 2 (See Notes) 5O2h/2 120 25.947 fE(4'-11) fE(4'-1 1) 991/ 0.004703 51 ________________________________ 13-4 23.77 2.2150 600h/2 0.282 51 13-4 2 (See Notes) 13 120 26.229 P0(11-3) 11-3 0.005863 0.542 53 _________________________________ 12-1 23.77 2.1170 12-6 0.073 26.844 Total(Pt) Route 26 61 12-1 2 (See Notes) 1-3 120 26.339 Route 27 P0(11 -3) 11-3 0.005391 -0.542 60 _________________________________ 13-4 22.72 2.1170 12-6 0.067 60 13-4 2 (See Notes) 50'2% 120 25.864 fE(4'-11) fE(4'-1 1) 0.004325 49 __________________________________ 13-4 22.72 2.2150 60-0% 0.260 49 13-4 2 (See Notes) 1-3 120 26.124 P0(11-3) 11-3 0.005391 0.542 50 ___________________________ 12-1 22.72 2.1170 12-6 0.067 26.733 Total(Pt) Route 27 , © M.E.P.CAD, Inc. 11 AutoSPRINK 2020 06.3.15.0 4 1/13/2022 12:04:13PM Page 16 Job Name: Drawingl Remote Area Number: 4 Date: 1/13/2022 Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I \ =Factor Schedule 40 Steel Pipe Inside Diameter J Multiplying Factor 0.713 1.16 1.33 t1 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow 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 111h° Elbow Ee2 22W 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao , © M.E.P.CAD, Inc. qj AutoSPRINK 2020 06.3.15.0 4 1/13/2022 12:04:13PM Page 17 Hydraulic Calculations for Project Name: Drawing 1 Location: Drawing Name: 20-0396 GRAND JEFFERSON STANDPIPE ISOMETRIC Calculation Date: 1/13/2022 Design Remote Area Number: Remote Area Location: STANDPIPE Occupancy Classification: STANDPIPE Density 0.20gpmlft2 Area of Application: 1500ft2 (Actual 3307ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: NA No. of sprinklers calculated: 0 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 83 Type: Allowance at Source 250.00 at Node: 500 Type: Hose 250.00 at Node: 501 Type: Hose 250.00 at Node: 502 Type: Hose Total Water Required (including Hose Streams where applicable): From FDC Supply at Node 83: 750.00 @ 140.913 (Safety Margin = -0.000) Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A &© M.E.P.CAD, Inc. JAutoSPRlNK 2020 06.3.15.0 1/13/202210:57:53AM Page 1 Hydraulic Graph Job Name: Drawingi N 185 Remote Area Number: Date: 1/13/2022 150 — I I vailable Supply FDC Supply Static Pressure 140.913 750.00 140.913 50.00 t 140.913 ________________ ______________ /50.00 140.913 Summary Sheet - - 135— Node: 83 120- 105- 90-H System demand curve 75---- 60 45-H --- 30/ 15- o....:IrLJ.J.j.I.IJ.•'IIIIIIII iiiiiiiii 111111111 IlIllIll ii iii I I I 1111111 I I I I I I I I I I I I I I I I I 0150 300 450 600 750 900 1050 1200 1350 1500 Flow - gpm © M.E.P.CAD, Inc. 11 AutoSPRINK 2020 06.3.15.0 1/13/2022 10:57:55AM Paie 2 OR Job Number: 1 Report Description: STANDPIPE Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 500 250.00 250.00 25 116.205 Hose 501 250.00 250.00 25 104.459 Hose 502 250.00 250.00 25 100.000 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.15.0 1/13/2022 10:57:56AM Paae 3 Job Name: Drawingl Remote-Area Number: Date: 1/13/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 83 FDC Supply 140.913 140.913 1 750.00 140.913 750.00 140.913 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 83 3-8 Supply 140.913 750.00 500 36-8'/2 Hose 116.205 250.00 Hos 501 38-0Y2 Hose 104.459 250.00 Hos 502 48-0 Hose 100.000 250.00 Hos 79 36-8/ 123.124 84 4-6 144.330 85 4-6 143.594 86 7-2 137.608 87 7-2 137.006 88 13-2 134.229 90 3801/2 111.395 © M.E.P.CAD, Inc. IN AutoSPRINK 2020 06.3.15. 1/13/2022 10:57:59AM Page 4 Job Name: Drawing I RemQte Area Number: Date: 1/13/2022 Pipe Information Node I Elev I Flow added K-Factor this step (Foot) (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 Total Flow (Foot) (Q) Actual ID Total (Foot) ________________ Friction(Pf) 502 48'-0 250.00 2% (See Notes) 0J1/2 120 100.000 n9p+h Route I ..... Hose(-100.000)(31-0) P0(18-9%) 49'-9% 0.137602 91 48'-O 250.00 2.7070 50-5 6.937 91 48-0 4 9-11% 120 106.937 0.014190 4.317 90 38-0% 250.00 4.3160 9-11% 0.141 90 38-0% 250.00 4 (See Notes) 10410 120 111.395 Flow (q) from Route 2 7fE(9-6%), fT(22-5%), BV(16'- 10), P0(28-l) 134-1% 0.051157 ________ 13.385 87 7-2 500.00 4.3160 238-11% 12.225 87 7-2 250.00 6 (See Notes) 17'8% 120 137.006 Flow (q) from Route 3 2fE(10'-0) 20-0 0.015961 0.000 86 7-2 750.00 6.3950 37-8% 0.602 86 7-2 6 (See Notes) 13'9 120 137.608 2fE(12'-7), E(17-7) 42-9 0.016432 5.058 85 -4-6 750.00 6.3570 56-6 0.928 85 4-6 6 (See Notes) 111 10 150 143.594 2E(21-7) 43-1% 0.013401 -0.000 84 4-6 750.00 6.0900 . 54-11% 0.736 84 -4-6 6 (See Notes) 7'6 120 144.330 S 0.016432 -3.540 83 3-8 750.00 6.3570 7-6 0.123 0.00 140.913 Hose Allowance At Source Total(Pt) Route 1 83 750.00 501 38-0% 250.00 2% (See Notes) 0-71/2 120 104.459 Route 2 ..... Hose(-100.000)(31'-O) P0(18-9%) 0.137602 0.000 90 38-0% 250.00 2.7070 50-5 6.937 111.395 Total(Pt) Route 2 500 36-81/2 250.00 2% (See Notes) 0-6 120 116.205 T Route 3 ..... Hose(-100.000)(31-O) P0(18-9%) 0.137602 j 79 36-8% 250.00 2.7070 50-3% I 6.919 , © M.E.P.CAD, Inc. ql AutoSPRINK 2020 06.3.15.0 1/13/2022 10:58:01AM Page 5 Job Name: Drawingi Remçte Area Number: Date: 1/13/2022 Pipe Information Elev 1 I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 K-Factor this step (Foot) Nominal ID Devices (Foot) ___________ Fitting/Device (Equivalent (q) Equiv. Fitting (Foot) Pf Friction Elev(Pe) Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 79 36'-8½ 4 (See 34-9 120 123.124 28-7 10.206 Notes) 88 _______________________ 250.00 4.3160 0.014190 3fE(9'-6V4 6341/z 0.899 88 t 6 (See 8-9% 120 134.229 75'O 2.601 Notes) 250.00 _______________________0.002091 6.3950 fE(10'-O), fl(25'-O), C(30'-O), 83-9% 0.175 _________ ____________ ______________ BV(10-0) 137.006 Total(Pt) Route 3 , © M.E.P.CAD, Inc. &11 AutoSPRINK 2020 06.3.15.0 1/13/2022 10:58:01AM Page 6 Job Name: Drawing 1 Remote Area Jumbe Date: 1/13/2022 Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I \ =Factor Schedule 40 Steel Pipe Inside Diameter / MuItipJyjg Factor 0.713 1.16 1.33 1.fii 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 11140 Elbow Ee2 221/20 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 IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cao © M.E.P.CAD, Inc. III AutoSPRINK 2020 v16.3.15.0 1/13/2022 10:58:01AM Page 7 Hydraulic Calculations for Project Name: Drawingi Location: Drawing Name: 20-0396—GRAND JEFFERSON—FIRE SPRINKLERS Design Remote Area Number: 2 Remote Area Location: 2nd FLOOR Occupancy Classification: (AREA 2) Residential Calculation Date: 10/14/2020 Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: 0.logpm/ft2 900ft2 (Actual 676ft2) 3202 Pendent 8 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type Allowance at Source (Safety Margin = 15.868 psi) Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 247.33 @56.038 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 120.912 Right: N/A I&C M.E.P.CAD, Inc. 'AutoSPRlNK 2019 05.1.20.0 2 10/14/2020 7:30:23AM Page 1 90 80 70 60 U) CL 50 40 30 20 10 Job Name: Drawing 1 Remote Area Number: 2 100- - ____ ______ _______ _________ __________ ____________ Water Supply Summary Sheet Node: 1 Available Static Pressure Supply 72 000 247.33 147.33 247.33 56.038 with Hose Allowance at Source 750.00 @ 57.600 System demand cue ....lilt I.I.I.I.I.J..IIIIIIIII 111111111 IIIIIIII 111111111 liii liii II f II I I I I I I I I I I I I I I I I I I I I I I 11, Hydraulic Graph N 1.85 Date: 10/14/2020 3000 4500 3750 5250 Flow - gpm 6000 6750 7500 © M.E.P.CAD, Inc. L AutoSPRINK 2019 v15.1.20.0 10/14/2020 7:30:25AM Paqe 2 Isummary Of Outfiowing Devices Job Number: 1 eport uescriptlon: (" ) <esiaentiaI () Actual Flow Minimum Flow K-Factor Pressure Density Coverage Device (gpm) (gpm) (K) (psi) (gpmpft2) (Foot) Sprinkler 200 19.06 17.00 4.9 15.125 N/A N/A Sprinkler 201 17.56 17.00 4.9 12.847 N/A N/A Sprinkler 202 : 17.84 : 17.00 4.9 13.250 N/A N/A Sprinkler 203 20.54 17.00 4.9 17.578 N/A N/A Sprinkler 204 17.27 17.00 4.9 12.415 N/A N/A ci Sprinkler 205 17.00 17.00 4.9 12.037 N/A N/A Sprinkler 206 18.45 17.00 4.9 14.179 N/A N/A Sprinkler 207 19.62 17.00 4.9 16.028 N/A N/A c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2019 05.1.20.0 10/14/2020 7:30:27AM Page 3 Job Name: Drawingl Remote Area Number: 2 Date: 10/14/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 72.000 57.600 3750.00 71.906 247.33 56.038 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-6 Supply 56.038 147.33 200 23-9 Sprinkler 15.125 19.06 Density: N/A Coverage: N/A 201 23-9 Sprinkler 12.847 17.56 Density: N/A Coverage: N/A 202 23-9 Sprinkler 13.250 17.84 Density: N/A Coverage: N/A 203 23-9 Sprinkler 17.578 20.54 Density: N/A Coverage: N/A 204 23'-9 Sprinkler 12.415 17.27 Density: N/A Coverage: N/A 205 23-9 Sprinkler 12.037 17.00 Density: N/A Coverage: N/A 206 23'-9 Sprinkler 14.179 18.45 Density: N/A Coverage: N/A 207 23'-9 Sprinkler 16.028 19.62 Density: N/A Coverage: N/A 2 4-6 56.034 3 4-6 55.969 4 4-6 53.977 5 4-6 53.953 15 0'-11V2 51.553 16 13-2 46.157 17 19-0 43.265 18 19-4 43.069 19 24-3 39.718 20 24-3 33.168 &© M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.20. 10/14/2020 7:30:30AM Paqe 4 Job Name: Drawing 1 Remote Area Number: 2 Date: 10/14/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 21 24-3 21.329 22 24-3 18.791 23 24-3 18.464 24 24-3 13.665 25 24-3 15.621 26 24-3 17.452 27 24-3 12.794 28 24-3 17.313 M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.20. 10/14/2020 7:30:30AM Page 5 Job Name: Drawinql Remote Area Number: 2 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as S5I•9 Fitting (Foot) ____________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 205 23-9 4.9 17.00 1 (See Notes) 9-4 150 12.037 Route I Sprinkler, 2E(5'-O) 101-0 0.050373 -0.217 27 24'-3 17.00 1.1010 19-4 0.975 27 24'-3 17.27 1 101-0 150 12.794 ________ Flow (q) from Route 2 0.184223 29 24-3 34.27 1.1010 10-0 1.842 29 24-3 18.45 1 (See Notes) 1'61/2 150 14.637 Flow (q) from Route 5 E(5'-O) 5-0 0.408757 28 24-3 52.72 1.1010 6'-6'/2 2.677 28 24-3 11/2 2-1 150 17.313 0.066612 26 24-3 52.72 1.5980 2-1 0.139 26 24-3 19.62 11/2 8'-5V2 150 17.452 Flow (q) from Route 7 0.119600 23 24-3 72.33 1.5980 8-5% 1.012 23 24-3 54.46 11/2 0-11% 150 18.464 ________ Flow (q) from Route 3 22 24-3 126.79 1.5980 0.337794 0-11 V2 0.327 22 24-3 20.54 11/2 5'-8V2 150 18.791 Flow (q) from Route 8 0.445968 21 24-3 147.33 1.5980 5-8% 2.538 21 24-3 1V2 (See Notes) 45-0% 150 21.329 E(7'-O), 1(8-0) 15,-0 0.197150 20 24-3 94.77 1.5980 60-0 1/2 11.839 20 24-3 52.56 2 (See Notes) 26'1/2 150 33.168 Flow (q) from Route 9 2E(9'-O) 18-0 0.148435 0.000 19 24-3 147.33 2.0030 44-1% 6.550 19 24-3 3 (See Notes) 3'5V2 120 39.718 CV(23'-4V2), C(21'-11), f(-0.000 ), BV(14'-7) 59-10% 0.019258 2.132 18 19-4 147.33 3.3160 63'-4 1.219 18 19-4 4 (See Notes) 01 0 120 43.069 fE(9'-61/2), 2nd B.O,R 961/z 0.005335 0.145 17 19-0 147.33 4.3160 9-6% 0.051 f, ©M.E.P.CAD, Inc. jAutoSPRINK 2019 05.1.20.0 2 10/14/2020 7:30:32AM Page 6 Job Name: Drawinqi Remote Area Number: 2 Date: 10/14/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) ____________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 17 19-0 4 (See Notes) 17O1/2 120 43.265 fT(22'-5'/2), 3fE(9'-6Y2) 51-1 0.005335 2.529 16 13-2 147.33 4.3160 68-1 % 0.364 16 13-2 6 (See Notes) 33-9% 120 46.157 4fE(12'-111/z), fT(32'-4%), BV(1 2-11%) 97-1 0.000786 5.293 15 0-11% 147.33 6.3950 130-10% 0.103 15 0-11% 6 (See Notes) 115% 120 51.553 fE(12'-7), E(17-7) 30-2 0.000809 2.366 5 4-6 147.33 6.3570 41-7% 0.034 5 4-6 6 (See Notes) 4'2 140 53.953 EE(11'-o%), E(22-1) 33-1 0.000646 4 4-6 147.33 6.2800 37-3 0.024 4 4-6 6 (See Notes) 16-0 120 53.977 1(37-81/2), BFP(-1.926), LtE(11 '-4), E(17'-7) 66-71/2 0.000809 0.000 3 4-6 147.33 6.3570 81-7% 1.992 3 4-6 6 (See Notes) 48'- 101/2 150 55.969 GV(4'-7%), T(46-21/2) 50-10 0.000660 0.000 2 4-6 147.33 6.0900 99-8% 0.066 2 4-6 12 (See Notes) 132'91/2 140 56.034 Water Supply 0.000028 1 -4-6 147.33 12.0000 132-9% 0.004 100.00 56.038 Hose Allowance At Source Total(Pt) Route 1 1 247.33 204 23-9 4.9 17.27 i (See Notes) 1'6 150 12.415 Route ..... Sprinkler, E(5-0), 1(5-0) 1O'-O 0.051836 -0.217 27 24-3 17.27 1.1010 11-6 0.596 12.794 Total(Pt) Route 2 201 23-9 4.9 17.56 1 (See Notes) 9'4 150 12.847 Route 3 ..... Sprinkler, 2E(5'-O) 10-0 0.053500 -0.217 24 24-3 17.56 1.1010 19-4 1.035 , © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.20.0 2 10/14/2020 7:30:32AM Page 7 Job Name: Drawingi Remote Area Number: 2 Date: 10/14/2020 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 24 24-3 17.84 1 10-0 150 13.665 Flow (q) from Route 4 0.195659 25 24-3 35.40 1.1010 10-0 1.957 25 24-3 19.06 1 (See Notes) 1.61/2 150 15.621 Flow (q) from Route 6 T(5-0) 60 0.434052 23 24-3 54.46 1.1010 6-6% 1 2.842 18.464 Total(Pt) Route 3 202 23-9 4.9 17.84 1 (See Notes) 1-5% 150 13.250 Route 4 ..... Sprinkler, E(5-0), T(5-0) oo 0.055054 -0.217 24 24-3 17.84 1.1010 11 5 1/2 0.631 13.665 Total(Pt) Route 4 206 23-9 4.9 18.45 1 (See Notes) 1-6 150 14.179 Route 5 ..... Sprinkler, E(5-0), 1(5-0) oo 0.058615 -0.217 29 24-3 18.45 1.1010 11-6 0.674 14.637 Total(Pt) Route 5 200 23-9 4.9 19.06 i (See Notes) 15h/2 150 15.125 Route 6 ..... Sprinkler, E(5'-0), 1(5-0) 10-0 0.062221 -0.217 25 24-3 19.06 1.1010 11 51/2 0.714 15.621 Total(Pt) Route 6 207 23-9 4.9 19.62 1 (See Notes) 10-0 150 16.028 Route 7 ..... Sprinkler, 2E(5'-O), T(5-0) 15-0 0.065651 -0.217 26 24-3 19.62 1.1010 25-0 1.641 17.452 Total(Pt) Route 7 203 23-9 4.9 20.54 1 (See Notes) 10-0 150 17.578 Route 8 ..... Sprinkler, E(5-0), T(5'-O) 10-0 0.071503 -0.217 22 24-3 20.54 1.1010 20-0 1.430 18.791 Total(Pt) Route 8 21 24-3 1% (See Notes) 147-81/2 150 21.329 .Route 9 ..... 1(8-0) 21(8-0), E(7-0) 31-0 0.066252 20 24-3 52.56 1.5980 178-8Y2 11.839 33.168 Total(Pt) Route 9 . © M.E.P.CAD, Inc. :' AutoSPRINK 2019 v15.1 .20.0 2 10/14/2020 7:30:32AM Page 8 Job Name: Drawing 1 Remote Area Number: 2 t nt Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 487 . \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Value Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 Date: 10/14/2020 150 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22%° Elbow I Flow Device Id Flex Drop FDC Fire Department Connection fE 900 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 P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. AutoSPRINK 2019 v15.1.20.0 2 10/14/2020 7:30:32AM Page 9 Grand Jefferson 786 Grand Avenue, Carlsbad, CA 92008 FIRE SPRINKLER SUBMITTAL PRODUCT DATA Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. 1).- SPRINKLER HEADS. Bulletin 135 May 2019 Rellmabld Features cULus Listed Residential Sprinklers Available in pendent and horizontal sidewall orientations Decorative finishes available, including recessed escutch- eons and conical concealed cover plates Product Description Model FiRes Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The FiRes Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model FiRes Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The Model FiRes residential sprin- klers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 13D. For NFPA 13R and NFPA 13D applications, the design flow and pressure shall not be less than the minimum flow and pressure specified in the Listed Model Fl Res Series Glass Bulb Residential Sprinklers cULus Listed Design Criteria tables in this Bulletin, For NFPA 13 applications, the design density shall be a minimum of 0.1 gpm/sf (4.1 mm/ mm), but in no case shall the flow and pressure be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin. Model Fl Res Series sprinklers are listed for use in wet systems only. Residential Sprinkler Summary Sprinkler Sprinkler Identification Orientation K-Factor gpm/psi112 Thread Size Installation Options Max. Coverage Area Model Number (SIN) (lpm/bar112) NPTorlSO7-1 ftxft(mxm) F1Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 06 (4.9 x 4.9) F1Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) El Res76 R7618 Pendent 7,6(109) 3/4 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res30CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed or 14x 14(4.3x4.3) Recessed F1Res49 CCP R3516 Pendent 4.9(71) 1/2 Conical Concealed or 20x20(6.1 x6.1) Recessed F1Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed or 20x20(6.1 x6,1) Recessed F1Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed or 20 x 20(6.1 x 6.1) Recessed Fl Res44 HSW R3531 Horizontal Sidewall 4.4(63) 1/2 Recessed 16 x 20 (4.9 x 6.1) F1Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) F1 Res 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 14 x 26(4.3 x 7.9) www.reliablesprinkler.com Technical Specifications Finishes Style: Pendent and Recessed Pendent (See Table N) Threads: 1/2' NPTor IS07-1R1/2 Temperature Ratings Nominal K-Factor: 4.9 (71 metric) 15SF (68°C) Max. Working Pressure: 175 psi (12 bar) 175°F(79°C) Material Specifications Thermal Sensor: 3 mm glass-bulb Recessed Escutcheons Sprinkler Frame: Brass Alloy El Recessed Button: Copper Alloy F2 Recessed Sealing Assembly: Nickel Alloy with PTFE FV Recessed* Load Screw: Bronze Alloy Sprinkler Wrenches Deflector: Bronze Alloy Model W2 Model GFR2 (Recessed) ° Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1Res49 Residential Pendent Sprinkler Components and Installation Dimensions DIA. L fitting DlA. Face of fitting 2-1/4(57mm) -1/4" (57mm> rn ng (49mm) DIA. ceiling mm) 1/?(l3mm) 1-15/16 hed 1-15/16" to finished (49 _2-1/4 :L1 9mm) +1- l/4 (6mm) __ >57) mm) ~/- /4"~44mm) mm1 '(9mm) )32mm) L2;7m DA. 3/8' L2;t7m DIA, 1/ Dimensions Fl Recessed Escutcheon Installation F2 & P/ Recessed Escutcheon Installation Model Fl Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems0l Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (I/mm) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12(3.7 x 3.7) 13)49) 7.0 (0.48) 1 t 4 inches (25 to 100 mm) 14 x 14(4.3 x 4.3) 13(49) 7.0(0.48) 16 x 16)4.9 x 4.9) 13(49) 7.0(0.48) 18 x 18(5.5 x 5.5) 17)64) 12.0 (0.83) 20x20)6.1 x6.1) 20)76) 16,7)1.15) 12 x 12(3.7 x 3.7) 15(57) 9.4(0.65) 4 to 8 inches (10010200 mm) 14 x 14(4.3 x 4.3) 16(61) 10.7 (0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0 (0.83) 18 x 18(5.5 x 5.5) 19(72) 15.0)1.03) 20 x 20)6.1 x 6.1) 22(83) 20.2)1.39) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of: ) 1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gprn/sq ft over the design area of the sprinkler. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 135 Page 3 of 15 May 2019 Reliabld www.reliablesprinkler.com Model GFR2 Finishes Standard Finishes Special Application Finishes Sprinkler(1 Fl, F2. FV, FP3, CCP, SWC (Conical) Sprinkler (1) Fl, F2. F FP'3 , CCP, SWC (Conical) Escutcheons Cover Plates 1) Escutcheons Cover Plates (1) Bronze Brass -- Bright Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Chrome Plated Dull Chrome Dull Chrome Dull Chrome White White White Paint Black Black Black Paint Polyester 2) Polyester Polyester 2) Polyester Custom Color Custom Color -- -- -- Polyester Polyester Custom Color Paint -- -- Electroless Nickel -- PTFE 2) -- -- Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. cULus Listed Corrosion Resistant. The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. Installation Models Fl Res sprinklers are to be installed as shown in this bulletin. Model Fl, F2, FV, and FP recessed escutcheons are the only recessed escutcheons to be used with Model Fl Res sprinklers. Not all El Res sprinklers may be used with all recessed escutcheons offered. Confirm listing of escutch- eon type for use with individual sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res sprinklers, use only the Model W2 sprinkler Wrench; for installing Models F1 Res Recessed Pendent, Sidewall, Conical Concealed Pendent (CCP), and Sidewall Concealed (SWC and SWC-2) sprinklers use only the Model GFR2 sprinkler wrench. Use of wrenches other than those specified may damage these sprinklers. Model W2 Installation of Fl Res sprinklers in a wall or ceiling will require a hole diameter of 2-1/4" (57 mm) for Fl or F2 recessed escutcheons; or 2-5/8" (67 mm) for FP recessed escutcheons, CCP, SWC, and SWC-2 cover plates. Install F1 Res HSW sprinklers with a ceiling to deflector dis- tance that complies with the hydraulic design criteria tables in this bulletin. The flow arrow on deflector must point away from near wall and "Top" marking must face the ceiling. A 'leak tight" sprinkler joint can be obtained with the following torque: 1/2" NPland 1S07-1R1/2: 8-18 ft-lbs (11-24 N-m) 3/4" NPland 1S07-1R3/4: 14-20 ft-lbs (19 - 27 N-m) Do not tighten sprinklers over maximum recommended torque. This may cause leakage or impairment of the sprinklers. Do not install any glass bulb sprinklers where the bulb is cracked or there is a loss of liquid from the bulb. Glass bulb sprinklers have orange bulb protectors to mini- mize bulb damage during shipping, handling and installation. Remove this protection at the time the sprinkler system is placed in service. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when protectors are in place. Remove protectors by undoing the clasp by hand. Do not use tools to remove the protectors. Maintenance Reliable Model F1 Res Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuum- ing without touching the sprinkler. Replace any sprinkler which has been painted (other than factory applied). Properly installed CCP, SWC, and SWC-2 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Bulletin 135 Page 14 of 15 May 2019 www.reliablesprinkler.com Replace any sprinkler which has been damaged, where cracks are observed in the glass bulb, or when liquid has been lost from the glass bulb. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadver- tent operation or non-operation during a fire event. Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Guarantee For Reliable Automatic Sprinkler Company guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents For patents applicable to products contained in this technical bulletin, please visit www.r-s.co Ordering Information Specify the following when ordering: Sprinkler Model (See Table A) Temperature Rating Threads (NPT or 1507-1) Finish (See Table N) Escutcheon or Cover Plate Model Finish (See Table N) Sprinkler Wrench Model W2 (Pendent and HSW) GFR2 (Recessed and Concealed) 0 Bulletin 135 Page 15 of 15 May 2019 www.reliablesprinkler.com Bulletin 014 March 2019 RI m ®R labil Model Fl FR Series Quick Response Glass Bulb Sprinklers Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1 475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler - W--fi, Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed PendentJF1/F2 (4j) Recessed Concealed Recessed Horizontal Sidewall Pendent PendentJFP XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 Product Description Reliable Model F1 FR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. (j!7,L)-, Model F1FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model Fl FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model Fl FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model Fl FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors K-f actors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model Fl FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model F1FR 56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model F1FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model Fl FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model Fl FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model Fl FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model GFR2 wrench is used to engage the sprinkler wrench- ing surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector! Orientation Nominal Sprinkler Height _____ Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inches mm Pendent 2.25 57 W2 RA141 1 cULus 2 F1FR28 2.8 40 3/8 10 1 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 W2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent . 2.25 57 W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 W2 RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VdS,EC 5,6 F1FR56 5,6 80 1/2 15 Upright 2.25 57 W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional 2.25 57 (Pendent or Upright)" W2 RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH F1FR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 , W2 RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating, Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. ° VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. (6) Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. 7) cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Deflector/ Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (107'C) Max. Ambient Temp. 135°F (57°C) Temp. Rating I 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating I 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb I Red Bulb I Yellow Bulb I Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus Fl FR40 Pendent VdS Recessed Pendent VdS I Pendent cULus Fl FR42 Recessed Pendent cULus I Upright cULus F1FR42LL Pendent I cULus, ULH I I I Recessed Pendent I cULus, ULH I Pendent cULus Fl FRXLH Recessed Pendent cULus I Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC I F1FRS6 Concealed Pendent" cULus I cULus,VdS,EC I cULus Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB, VdS, EC Pendent I cULus, ULH---F— F1 FR56LL ERecessed Pendent cULus, ULH I Concealed Pendent" cULus, ULH Horizontal Sidewall cULus, FM Fl FR56 Recessed Horizontal Sidewall cULus, FM I FIFR56 Vertical Sidewall (Pen- dent _or_Upright) cULus, FM, LPCB * Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Deflector/ Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FIFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FRS6 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS,EC FIFR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS Fl ESCUTCHEON_L. 3/4 "[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12.7mm] ADJUSTMENT 2 1/4" HOLE 0/A. [57.2mm] I 75/16" 0/A [49.2mm] L—_—_+---- r 1 / 1k L (1 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 '[25.4mm] AT MINIMUM RECESS = 3/8'[9.5mm] _Y F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 "[19mm] 111171 I I AT MINIMUM RECESS = 3/8'[9.5mmj Fl ESCUTCHEON AT MAXIMUM RECESS = 7/8"[22.2mm] [3.2mm] / AT MINIMUM RECESS = 1-5/8 '[41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'[28.6mm] AT MINIMUM RECESS = 1-5/8 '[41.3mm] 2 27/32' 0/A. [72.2mm] Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon 1" X 1/2" REDUCER 2 5/8" DIA. [66./mm] HOLE IN CEILING 2 5/16" 0/A. [58.7mm] CUP CEILING Y2"[12. 7mm] ADJUSTMENT FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2"[38mm] AT MINIMUM RECESS = 1 '[25.4mm] AT MAXIMUM RECESS = 9/16"[14.3mm] AT MINIMUM RECESS = 1 '[25.4mm] 3 1/4" DIA. [82.6mm] - T Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. 1 1/2" MAX. FACE OF FITTING _.TO FACE OF CEILING A DIMENSION FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 119mm] AT MINIMUM RECESS = 3/8 "[9.5mm] 2 1/4" HOLE DIA. [5 7.2mm] Fl ESCUTCHEON L.L4 AT AAAVILIIIIA flrrrrr = ____7 M1 IV!IIA!!V!{JIV! cl:,.! = I 0 L .'t. rnrnj AT MINIMUM RECESS = 2- 1/16'152.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'141.3mm] '-1/8" AT MINIMUM RECESS = 2- 1/16'152.4mm] [3.2mm] 1" X 1/2" REDUCER A 1 15/16" DIA.jJ4 [49.2mm] 111V I 2 27/32" 0/A. [72 .2mm] T (1) 4"-12" [101. 6mm-304.8mm] CEILING TO DEFLECTOR TURN COLLAR UNTIL - TIGHT AGAINST SPRINKLER WRENCH BOSS. Fl ESCUTCHEON [_. 3/4"[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12. 7mm] ADJUSTMENT RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model Fl or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW ':±" :-- JJ ------ 2 5/8" DIA. 2 5/16" DIA - _____ HOLE IN CEILING CUP - r-i . . CEILING —/ 1/2" MAX. I COVER ADJUSTMENT COVER PLATE - ASSEMBLY 5/16" DIA SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FGO1A Fig.4 Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model COP cover plate I" x 1/2" REDUCING TEE OR ELBOW 2 5/16" DIA CUP - - 2 5/8" DIA. .l HOLE IN CEILING Ar- / / CEILING 5/16" MAX. COVER ADJUSTMENT COVER PLATE — ASSEMBLY SPRINKLER 3 5/16" DIA. 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" CONCEALED, 5/16" ADJUSTMENT 0 7FCO2A Fig. 5- Model Fl FR56/1`1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model COP cover plate Maintenance The Model Fl FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon Cover plate1 Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated 14X5X61 White Painted Special Application Finishes Sprinkler Escutcheon Cover plate1' Electroless Nickel PTFE71 Electroless Nickel PTFE B Brass Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint 21161 Black Paint Off White Off White (2)(6) Off White Satin Chrome Chrome Dull I Chrome Dull Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed Only. 3) 200°F (93°C) maximum. cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(vSw), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. 151 FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (6) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. ° cULus listed Corrosion Resistant Material Data Frame: DZR Brass, OM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR40][F1 FR42] [Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent] [Recessed Pendent] [Upright][Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Sprinkler Temperature Rating: [135°F (570C)][155°F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][165°F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7. Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled (800) 431-1588 Sales Offices Paper Reliabl (914) 829-2042 Corporate Offices (800) 848-6051 Sales Fax Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 03 /19 P/N 9999970300 Bulletin 006 February 2019 Reliable' Model RFC Series Residential Sprinklers Flat Cover Plate, Concealed Pendent Sprinkler . cULus Listed Features cULus Listed as Residential Sprinklers Push-On cover plate installation Low water flow requirements Product Description Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI standard 61 Annex G (LL) and Australian WaterMark Certified (WMCS). Model RFC30 and RFC43 sprinklers have a 165°F (74°C) temperature rated fusible-link operating element. Model RFC49, Model RFC58, and RFC76 sprinklers are offered with either a 165°F (74°C) or 212°F (100°C) temperature rated fusible-link operating element. Sprinklers with a 165°F (74°C) temperature rating are ordinary temperature classification and are listed for use with a 135°F (57°C) temperature rated cover plate. Sprinklers with a 212°F (100°C) temperature rat- ing are intermediate temperature classification and are listed for use with a 165°F (74°C) temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC cover plate. Model RFC cover plates may be installed by ei- ther pushing or threading the cover plate into the sprinkler cup. Model. RFC30, RFC30LL, RFC43, RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover plate adjust- ment. Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover plate adjustment. Model RFC cover plates are avail- able in a variety of finishes as listed in Table H. Model RFC30 & RFC30LL Model RFC43 & RFC43LL Model RFC49 & RFC49LL Model RFC58 Model RFC76 Model RFC Cover Plate Sprinkler Model Nominal K-Factor gpm/psi"2(l/mun/bar" Max. Coverage Area ft x ft (m x m) Listings & Approvals Sprinkler Identification Number (SIN) RFC30 3.0(43) 14 x 14 (4.3 x 4.3) cULus RA061 1 RFC30LL 3.0(43) 14 x 14 (4.3 x 4.3) cULus/LL, WMCS RA3211 RFC43 4.3(62) 20x20(6.1 x6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20(6.1 x 6.1) cULus/LL, WMCS RA3212 RFC49 4.9(71) 20x20(6.1 x6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus/LL, WMCS RA3216 RFC58 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20x20(6.1 x6.1) cULus RA0618 cULus cULus Listed to UL1626, Residential Sprinklers for Fire Protection Service. LL: cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G (Less than 0.25% Lead content www.reliablesprinkler.com L1 Bottom View , / Technical Specifications Sensitivity Style: Flat Concealed Pendent Fast-response Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor: 4.9 (71 metric) Temperature Rating Max. Working Pressure: 175 psi (12 bar) Ordinary: Mm. Spacing: 8 ft. (2.4 m) 165°F (74°C) sprinkler 135°F (57°C) cover plate Material Specifications Intermediate: Thermal Sensor: Nickel Alloy Solder Link 212°F (100°C) sprinkler Sprinkler Body: Brass Alloy 165°F (74°C) cover plate Levers: Bronze Alloy Yoke: Brass Alloy Cover Plate Sealing Assembly: Nickel Alloy with PTFE Model RFC cover plate Load Screw: Bronze Alloy Towers: Copper Alloy Sprinkler Wrench Pins: Stainless Steel Model FC (without wrenchable cap) Deflector: Bronze Alloy Model W3 (with wrenchable cap) Cup: Steel Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G (RFC49LL only) Watermark Certified (RFC49LL only) Model RFC49 & RFC49LL Sprinkler Components and Dimensions L.. 2-5/16' (58 mm) Threads Dia. Body Cup I Tower 1 1 1-3/4 (44 mm) +1- 1/4" (6 mm) Fusible Link Nominal face of fitting to ceiling Deflector (retract 3/16(5 mm Pin (extended) Deflector (extended) J 7ceiling Model RFC Cover Plate -. 3-5/16" (84 mm) Dia. _ Model RFC49 & RFC49LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressuret1t Max. Coverage Area (2) Ordinary Temperature Intermediate Temperature Flow Pressure Flow Pressure ft. x ft. (m x m) gpm psi gpm psi (I/mm) (bar) (I/mm) (bar) 16x16 13 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18x18 17 12,0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20x20 20 16,7 21 18.4 (6.1 x6.1) (75.7) (1.15) (79.5) (1.27) Notes: For NEPA 13 installations the flow per sprinkler must be the greater of: (1)the flow listed in Table D above and (2) the flow required to achieve a minimum design density of 0.1 gprn/sq ft over the design area of the sprinkler. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 006 www.reliablesprinkler.com 4 of 8 February 2019 www.reliablesprinkler.com Cover Plate Finishest1t Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(3) Custom Color Paint(2) Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Custom color paint is semi-gloss, unless specified otherwise. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the back side. Cover plates are not listed or approved as corrosion resistant. Stainless steel clad cover plates are not available perforated. Installation Dimensions Recommended Mm. to Mm. to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max. Face Dropped Deflector Cover Plate Model Plate Diameter in Ceiling Adjustment of Fitting to Distance below Temperature Model inch (mm) inch (mm) inch (mm) Ceiling(l) Ceiling Rating inch (mm) inch (mm) RFC3O, RFC30LL, RFC 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 135°F RFC43, (84) (67) (13) (38t051) (13t025) (57°C) RFC43LL 135°Ft2 RFC49, RFC 3-5/16 2-5/8 1/2 1-1/2t02 1/2to1 (57°C) RFC49LL (84) (67) (13) (38 to 51) (13 to 25) or 165°F3 (74°C) 135°F2 RFC58, RFC 3-5/16 2-5/8 3/4 1-1/2t02-1/4 1/4 to1 (57°C) RFC76 (84) (67) (19) (38 to 57) (6 to 25) or 165°F3 (74°C) Notes: Face of fitting to ceiling dimensions are based on a nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available where necessary for replacement of existing sprinklers. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). For use with 212°F (100°C) temperature rated sprinklers with the Maximum Ceiling Temperature does not exceed 150°F (66°C). Installation Model RFC series sprinklers are intended to be installed in ac- cordance with NFPA 13, NFPA 13R, or NFPA 13D, as well as the requirements of applicable authorities having jurisdiction. Mod- el RFC series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model RFC series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed. The protective cap should be replaced following installation of the sprinkler and permanently removed only when the cover plate is installed and the sprinkler system is placed in service following construction. Model RFC series sprinklers are installed with the Model FC wrench. The use of any other wrench to installed Model RFC se- ries sprinklers is not permitted and may damage the sprinkler. Temporarily remove the protective cap during installation of the sprinkler. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model FC wrench is designed to be turned with a standard 1/2" square drive. Tighten the sprin- kler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is 8 to 18 ft-lbs (11 to 24 N-m) for 1/2" thread sprinklers and 14 to 20 ft-lbs (19 to 27 N-m) for 3/4" thread sprinklers. Bulletin 006 February 2019 Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or im- pairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand by pushing the cover plate into the cup and turning the cover in the clockwise direction until it is tight against the ceiling. Application Model RFC series sprinklers are intended for installation where residential sprinklers are permitted or required by NFPA 13, NFPA 13R, and NFPA 13D. The sprinklers are concealed pen- dent residential sprinklers. Model RFC 30, RFC30LL, RFC43, and RFC43LL sprinklers are available in ordinary temperature classification for installation where the Maximum Ceiling Temperature does not exceed 100°F (380C). Model RFC49, RFC49LL, RFC58, and RFC76 sprinklers are available in either ordinary or intermediate tem- perature classification for installation where the Maximum Ceiling Temperature does not exceed 100°F (38°C) or 150°F (66°C), respectively. Page 7 of 8 www.reliablesprinkler.com i. vio- (L7) - Model FC Model W3 For use with Models RFC30, For use with Models RFC30, RFC43, and RFC 49 without RFC43, and RFC49 with wrenchable cap and Models wrenchable cap RFC58 and RFC76 Maintenance Model RFC series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace any sprinkler cover plate assembly which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-oper- ation. Listings and Approvals Listed by Underwriters Laboratories, Inc. and UL Certified for Canada to UL1626, Residential Sprinklers for Fire-protection Service (cULus). Certified by Underwriters Laboratories, Inc. and Underwriters Laboratories of Canada for Health Effects to NSF/ANSI Standard 61 Annex G (LL) (RFC30LL, RFC43LL, and RFC49LL only). Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms and conditions, visit www.reliablesprinkler.com. Patents Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58, and RFC76 sprinklers are covered by U.S. Patent No. 9,248,327 and U.S. Patent No. 7,275,603. Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are additionally covered by U.S. Patent No. 8,776,903. Ordering Information Specify the following when ordering. Sprinkler Model (RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58, RFC76) Temperature Rating Cover Plate Model RFC Temperature Rating Finish (See Table H) Sprinkler Wrench Model FC Model W3 Bulletin 006 ReJJbI Page 8 of 8 February 2019 www.reliabIesprinkler.com (0 Co (0 (0 Co Co ro 0) Upright Vertical Sidewall Pendent Conventional Bulletin 013 Rev. G RI m ®R) labil Model F156 Series Standard Response Standard Spray Model F156 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model F156 Recessed Sprinkler Types Pendent/F1/F2/FP Horizontal Sidewall Approval Organizations Underwriters Laboratories Inc. and certified for Canada (cULus) Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS Schadenverhutung GmbH UL Listing Category Sprinklers, Automatic & Open (VNIV) Product Description The F156 Series Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. Whether installed on ex- posed piping or in an office ceiling, it is functional and attractive. Beautifully versatile is the description for the Reliable Model F156 Series Recessed glass bulb sprinkler. Re- cessing the F156 Series enhances its already low profile decorative appearance, and facilitates a rapid and per- fect installation. Model F156 Series Recessed escutcheon is highly ad- justable. The two piece construction makes field installa- tion a very easy and rapid task. This also allows ceiling panels to later be removed without shutting down the fire protection system, thus facilitating maintenance of above ceiling services. The F156 Series Automatic Sprinkler utilizes a 5.0 mm frangible glass bulb. The glass bulb consists of an ac- curately controlled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. At normal temperatures, the glass bulb contains the fluid in both the liquid phase and in the vapor phase. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands forcing the bubble smaller Horizontal Sidewall Recessed Pendent/F1/F2 Recessed Recessed Horizontal Sidewall Pendent/FP and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging wa- ter. The F156 Series Sprinkler temperature rating is identi- fied by the color of the glass bulb capsule as well as frame color where applicable IN The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 2 I/4 HOLE DIA [57.2,,mJ I I5/I6 024 L_-+-----t-I r B I/2 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS I - '4 FACE OFF ", I CEIUNG DI AOJUSTMENT' 2 5/8 DIA. [66. 7rpm] HOLE IN CEILING 2 5/76" DIA. [58.7l,,] CUP X 1/2" REDUCER CEILING Model F156 Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Upright Pendent Conventional Installation Data: Nominal Orifice Thread Size Nominal K Factor Sprinkler Height Approval Organization Sprinkler Identification Number (SIN) US Metric Upright Pendent Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position 1/2" (l5mm)(1 ½" NPT(R½) 5.6 80 2.25' (57mm) 1, 2, 3,4 RA132521 RA13141213 Conventional-Install in Upright or Pendent Position 15mm" 1/2" NPT(R½) 5,6 80 57mm 3,4 T RA1375 Heter to Bulletin 024 for Special Response Sprinklers (F1S5-56) 21 cULus Listed corrosion resistant (Polyester coated) sprinkler. 131 Polyester coated FM Approved sprinkler. Model F156 Recessed Pendent Sprinkler(1) Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric ½" (15mm) ½" NPT(R½) 5.6 80 2.25" (57mm) RA1314 1) Refer to escutcheon data table for approvals & dimensions 118.,,J J [3.2mm3 (I) FACE OF FITTING TO FACE OF CEILING DIMENSION El) 2 27/32 024. OIJFCOT (72.2,,,,,,) (I) REFER TO FL & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model F156/F1 or F2 T (I) ADJUSTMENT 01- (1) REFER TO FP ESCUTCHEON DATA EAGLE FOR APPROVALS AND DIMENSIONS. Model F156/FP 2. Model F156 Horizontal Sidewall Sprinkler Deflector: HSW r Installation Wrench: Model D Sprinkler Wrench I Horizontal Sidewall (1) FACE OF FITTING TO FACE OF CE/LING DIMENSION 1/4" MIN. 1[ 31.8mm] -2 1/4" HOLE 0/A. 1-0-1/8" 4-12" [5 7.2mm] [3.2mm] [101.6mm -304.8mm] CEILING TO 1" X 1/2" REDUCER DEFLECTOR - I 15/16,DIAJJ'? [49.2m 0/A [72.2mm] TURN COLLAR UNTIL - ' TIGHT AGAINST SPRINKLER WRENCH BOSS. ADJUSTMENT o I3FGO3A REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR. Model F156 Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy U.S. Patent No. 6,374,920 Sprinkler Type Deflector to Ceiling Distance (Min. - Max.) Upright 4" (102mm) - 12" (305mm) Pendent 4" (102mm) - 12" (305mm) Installation Data: Vertical Sidewall Nominal Orifice I Thread Size Nominal K Factor Sprinkler I Height I i Approval (1) Organizations Sprinkler Identification I __________________________ I US I Metric Numbers (SIN) ½" (15mm) ½" NPT(R1/2) 5.6 8.0 2.25" (57mm) 1,2,3 RA1385 "[PC Approval is pendent only, 57°C through 141°C ratings. 121cU[us Listed corrosion resistant (Polyester coated) sprinkler. Note: For Recessed HSW Sprinklers use installation wrench GFR2. Installation Data:Horizontal Sidewall Nominal K Factor Sprinkler Height __________________ Approval Organizations Sprinkler Nominal Orifice Thread Size Identification US Metric Light Hazard Ordinary Numbers (SIN) Hazard ½" (15mm) ½" NPT (R1/2) 5.6 80 2.63" (67mm) 1,2 1 RA1335 il cULus Listed corrosion resistant (Polyester coated) sprinkler. 3. The Reliable Automatic Sprinkler Co., Inc (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A 08/11 P/N 9999970299 an Model F156 & F156 Recessed Sprinklers Application Model F156 and F156 Recessed sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest pub- lished standards of the National Fire Protection Association or the approving Authority Having Jurisdiction Installation. Installation Model F156 Series sprinklers are standard response sprinklers intended for installation as specified in NFPA 13. They must also be installed with the Model D Sprinkler Wrench specifically de- signed by Reliable for use with these sprinklers. The Model Fl 56 Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model Fl F2, and FP Escutcheon illustrated are the only recessed escutcheon to be used with the Model F156 Recessed Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F156 Recessed Sprinklers use the Model GFR2 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Note: A leak tight 1/2 NPT (R112) sprinkler joint can be obtained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recom- mended torque. It may cause leakage or impairment of the sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PROTECTION ONLY AFTER THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED AND, WHEN APPLICABLE, THE ESCUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating: - Specify when ordering - Model F156 Pendent Sprinkler Sprinkler Finish Escutcheon Finish (where applicable) Note: When Model F156 Recessed Sprinklers are ordered, the sprin- klers and escutcheons are packaged separately. Escutcheon Data (1) Escutcheon 'A" Face of Fitting to Model Approvals Adjustment Dimension ceiling or Wall Dimension Fl 1,3,4 Max Recessed 11/2" (38.1mm) /16' - 15/16" Min Recessed 3/4"(19.lmm) (5m - 24mm) F2 1,2,3,4 Max Recessed 1V2"(38,1mm) s/is" - 11/16" 1(25mm) (5m- 17mm) FP Push-on! Max Recessed i/is" (11mm) 11/2 (38.1mm) Thread-off 114 Mm Recessed 15/16" (24mm) 1(25mm) Maintenance The Models F156 and F156 Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color Ordinary 57 135 100°F (38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F (66°C) Green High11t 141 286 225°F (107°C) Blue Extra Hight 182 360 300°F (149°C) Mauve (1) Not available for recessed Sprinklers. Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finish'1t Standard Finishes Sprinkler Escutcheon Bronze ra Chrome rB ss hrome Polyester Coated (6)(7) hite Painted Special Application Finishes Sprinkler Escutcheon Bright Brass (2) Bright Brass Black Plated Black Plated Black Paint (3) Black Paint Off White (3) Off White Satin Chrome Satin Chrome Lead Plated (3)(4)(6) Wax Coated (3)(4((5)(8) Wax Over Lead (3((4((5((6) (1) Other colors and finishes are available on special order. Consult factory for details. 12 200°F (93°C) maximum. (3) UL and ULC listed only. (1) 155'F to 200°F (68°C to 93°C) ratings only. 15 286°F (14 1°C) sprinklers may be coated for ambient conditions not exceeding 150°F (66°C). 161cULus listed "corrosion resistant" applies to SIN Number RA1325 (Upright) RA1335 (HSW), RA1385(VSW) and RA1314 (Pendent) in standard black or white. 71FM Approved finish as "Polyester Coated" applies only to SIN number RA1314 (Pendent) in standard black or white. (8) FM Approved finish applies only to SIN number RA1335 & RA1385. (I) SIN: RA1335 - cULus and FM permits use with Fl or F2 escutcheons for light hazard only. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. tqC00 Worldwide Contacts www.tyco-fire.com I Series ELO-231 - 11,2 K-factor Upright and Pendent Sprinklers Standard Response, Standard Coverage General Description TYCO Series ELO-231 11.2K Stan- dard Response, Standard Coverage Upright and Pendent Sprinklers (Ref. Figure 1) are automatic sprinklers of the fusible solder type. They are stan- dard response, spray sprinklers that produce a hemispherical water distri- bution pattern below the deflector. The 11.2 K-factor, ELO-231 Sprinklers were subjected to full scale, high-piled storage, fire tests to qualify their use in lieu of 5.6 or 8.0 K-factor standard spray sprinklers for the protection of high-piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K-factor, ELO-231 Sprinklers, making their use highly advantageous in high density applications, such as the pro- tection of high-piled storage. Wax or lead coatings can be used to extend the life of the copper alloy components used in Series ELO-231 sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all pos- sible corrosive atmospheres. Conse- quently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive envi- IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. 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 6 ronment. The effects of ambient tem- perature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An upright intermediate level version of the Series ELO-231 Sprinklers for in-rack applications can be obtained by utilizing the Series ELO-231 Upright Sprinkler with the WSG-2 Guard & Shield, and a pendent intermediate level version of the Series ELO-231 Sprinklers can be obtained by utilizing the Series ELO-231 Pendent Sprinkler with the WS-2 Shield. If there is a pos- sibility of the pendent intermediate level version being exposed to mechanical damage, a G-2 Guard can be added. KTOMM The 11.2 K-factor, Series ELO-231 Upright and Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Installation of Series ELO-231 Pendent Sprinklers in recessed escutcheons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and/or Listings. Sprinkler Identification Numbers (SINs) Refer to Table A for sprinkler identifica- tion numbers. AUGUST 2018 Technical Data Approvals UL and C-UL Listed FM Approved NYC Approved Refer to Table C for specific details on laboratory listings and approvals, including corrosion-resistant status. The approvals apply to the service con- ditions indicated in the Design Criteria section. Finishes Refer to Table C Physical Characteristics Frame ............................Bronze Seal Disc .........................copper Cap ..............................Bronze Strut Assembly. . Solder, Bronze Stainless Steel Compression Screw .................Bronze Deflector ..........................Bronze Helper Spring ...............Stainless Steel Ejector Spring ......................Nickel Strut Clip ...................Stainless Steel Additional Technical Data Refer to Table A for additional techni- cal data. TFP34O TFP34O Page 2 of 6 1/2 (12,7 mm) _ 2-13/16 _ [NOMINAL MAKE-IN ___ N PT 1 2 1 (71,4 mm) WRENCH 7 TYPO FLATS 1/2 NPT I THREAD RELIEF 8 3/4 NPT 3 :iii= L 7/16 (11,1 mm) 1/2 (12,7 mm) NOMINAL MAKE-IN NOMINAL MAKE-IN UPRIGHT UPRIGHT PENDENT CROSS TY5811 TY5111 TY5211 SECTION Components: 1 - Frame 2 - Seal Disc 3 - Cap 4 - Strut Assembly 5 - Compression Screw 6 - Deflector* 7 - Helper Spring 8 - Ejector Spring 9 - Strut Clip * Temperature rating is indicated on deflector FIGURE 1 SERIES ELO-231 11.2K UPRIGHT - 3/4 IN. NPT (TY51II), UPRIGHT - 1/2 IN. NPT (TY5811), AND PENDENT - 3/4 IN. NPT (TY5211) SPRINKLERS Operation A fusible alloy is sealed into a bronze actuating rod (center strut) by a stain- less steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releas- ing the two ejectors and operating the sprinkler. Design Criteria UL and C-UL Listing Requirements TYCO Series ELO-231 11.2K Stan- dard Response, Standard Coverage Upright and Pendent Sprinklers are to be installed in accordance with NFPA 13 standard sprinkler posi- tion and area/density flow calcula- tion requirements for light, ordinary, or extra hazard occupancies, as well as high piled storage occupancies, such as solid piled, palletized, rack storage, bin box, and shelf storage including but not limited to Class l-IV and Group A plastics, with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or dry pipe systems. FM Approval Requirements The 11.2 K-factor, Model ELO-231 Sprinklers are to be installed in accor- dance with the applicable control mode density/area guidelines provided by FM Global. Note: FM Approval guidelines may differ from UL and C-UL Listing criteria. / Item Description TY5111 - Upright - 3/4 in. NPT TY5211 - Pendent - 3/4 in. NPT Sprinkler Identification Number (SIN) TY5811 - Upright - 1/2 in. NPT TY5111 is a redesignation for Central SIN C5111. TY5211 is a redesignation for Central SIN C5211. TY5811 is a redesignation for Central SIN C5811. K-factor, (gpm/psi) (lpm/bar) 11.2 gpm/psi" (161,4 1pm/bar"°) 165°F (74°C)1 Temperature Rating IF (°C)1 212°F (100°C) 286°F (141°C) Thread S ze 3/4 in. NPT or ISO 7-R 3/4 1/2 in. NPT Sprinkler Orientation Upright/Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) NOTES 1. Refer to Table C for laboratory listings and approvals. TABLE A SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLER TECHNICAL DATA TFP34O Page 3 of 6 Storage Type NFPA FM Global Sprinkler Type Standard Coverage Storage Response Type SR SR System Type Wet Wet 165°F (74°C)1 165°F (74°C)1 Temperature Rating IF (°C)1 212°F (100°C) 212°F (100°C) 286°F (141°C) 286°F (141°C) Open Frame (i.e., no solid shelves) Single, Double, Multiple- Row, or Portable Rack Storage of Class l-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Solid Pile or Palletized Storage of Class l-IV and Group A or B Plastics Refer to NFPA 13 Refer to FM 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Roll Paper Storage (Refer to the Standard) Refer to NFPA 13 Refer to FM 8-21 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM 7-31 Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) NOTES 1. Refer to Table C for laboratory listings and approvals. N/A - Not Applicable TABLE B SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW SPRINKLER TEMPERATURE FRAME SPRINKLER FINISH NATURAL I CHROME LEAD WAX WAX-OVER-LEAD TYPE RATING COLOR BRASS PLATED COATED COATED I COATED 165°F (74°C) Unpainted UPRIGHT (TY5111 & TY5811) 1, 2, 3, 4 1, 2, 3, 4 212. F (100. C) . White 286°F (141°C) Blue 1, 2, 3, 4 1°, 2°, 3, 4* 165°F (74°C) Unpainted PENDENT (TY5211) , 1,2,4 ) White 286°F (141°C) Blue 1,2 4 1°, 2°, 4* NOTES 3. FM Approved UL Listed 4, Approved by the City of New York (NYC) under MEA 291-04-E C-UI Listed IListed/Approved for a maximum ceiling temperature of 150 F (66 *C( TABLE C 11.2K SERIES ELO-231 UPRIGHT & PENDENT SPRINKLERS, STANDARD RESPONSE LABORATORY LISTINGS AND APPROVALS TFP34O Page 4 of 6 FITTING SIDE TOWARDS SPRINKLER FITTING /\ WRENCH RECESS / (END "A") FIGURE 2 W-TYPE 3 SPRINKLER WRENCH Installation TYCO Series ELO-231 11.2K Stan- dard Response, Standard Coverage Upright and Pendent Sprinklers must be installed in accordance with this section. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 lb-ft (13,4 to 26,8 N.m). A leak- tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum- to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to make up for insuf- ficient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. The Series ELO-231 Upright and Pendent Sprinklers must be installed in accordance with the following instructions: 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 applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 in. or 10 in. adjust- able Crescent wrench is to be used for wax coated sprinklers. With refer- ence to Figure 1, the W-Type 3 Sprin- kler Wrench or the adjustable wrench, as applicable, is to be applied to the wrench flats. When installing wax-coated sprinklers with the adjustable wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench-tightening the sprinkler, the jaws of the wrench are to be adjusted to just contact the sprin- kler wrench flats. After wrench-tight- ening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be inspected and the wax coating re-touched (repaired) whenever the coating has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gently applying a heated 1/8 in. diam- eter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed. Note: Only retouchingofthe wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precau- tions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which is color coded). Only the correct color-coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously described, touch the rod to the area requiring additional wax with the rod angled downward, and then touch the wax stick to the rod approximately 1/2 in. away from the area requiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance TYCO Series ELO-231 11.2K Standard Response, Standard Coverage Upright and Pendent Sprinklers must be main- tained and serviced in accordance with this section. Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant sprinklers, after the installation has been completed, to verify the long term potential integrity of the sprinkler coatings. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. 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 Associ- ation, such as NFPA 25, in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP34O Page 5 of 6 P/N 50-XXX-X-XXX I I SPRINKLER j TEMPERATURE FINISH RATING NATURAL 1 BRASS 165 165 F (74 C) 6 WAX COATED 212 212-F (100-C) 7 LEAD COATED 286 286-F (141-C) 8 WAX-OVER-LEAD COATED CHROME PLATED TABLED SERIES EL0231 11.2K UPRIGHT AND PENDENT SPRINKLERS, STANDARD RESPONSE PART NUMBER SELECTION _L SIN 110 11.2K UPRIGHT (3/4 in. NPT) TY5111 112 11.2K PENDENT (3/4 in. NPT) TY5211 210 11.2K UPRIGHT (1/2 in. NPT) TY5811 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Specify: ELO-231 11.2K Standard Response (specify Pendent or Upright) Sprinkler, SIN (specify), temperature rating (specify), with (specify) finish, P/N (specify from Table D) Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Wax Sticks (for retouching wrench-damaged wax coating) Specify: (specify Color) color-coded Wax Stick for retouching (specify temperature rating) temperature- rated Series ELO-231 Sprinklers, P/N (specify): Red for 165°F (74°C) ........... 56-065-1 -155 Blue for 212°F (100°C) and 286°F (141°C) .................56-065-1-286 Note: Each wax stick is suitable for retouching up to twenty-five sprinklers. The wax used for 286°F (141°C) sprinklers is the same as for 2 12°F (100°C) sprinklers, and, therefore, the 286°F (141°C)sprinkler is limited to the same maximum ceiling temperature as the 212°F (100°C) sprinkler, such as 150°F (66°C). TFP34O Page 6 of 6 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone A-215-362-0700 1 02018 Johnson Controls. All rights reserved. All specifications and other information shown were current as or document revision date and am subject to change without notice. Johnson NATIONAL FIRE PROTECTION ASSOCIATION ad NFPA— negistereduad—rk, of National Fire Pvt-ti- Aseed,fl- Controls 2). PIPE tqcci IF/re & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet 0 r'apid pesponse HOME FIRE SPRINKLER SYSTEM General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble 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 de- vices. 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 Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMasterO is a registered trademark of Noveon IP Ho/ding Corp. Page 1 of 6 JANUARY, 2006 TFPI9I5 Page 2 of 6 TFPI9I5 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE 0. D. I.D. lbs/ft. lbs /ft PER LIFT lbs. 3/4" 1.050 0.874 0.18 0.44 7875 1339 1.315 1.101 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598 0.54 1.41 2205 1213 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423 1.26 3.26 1215 1531 3.500 2.952 1.87 4.83 720 1344 FIGURE 1— PIPE DIMENSIONS Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 'Installation Instruction & Techni- cal Handbook". Care and Maintenance 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 Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Fire AodAlw Pipe Mea-FI®w an€1 Mesa-Thread Submittal Data SjeX FM Approved and Fully Listed Sprinkler Pipe Wheatlands Mega-Flow steel fire sprinkler pipe is FM Approved for roll-grooved, plain-end and welded joints for wet systems; and UL, C-UL and FM Listed for use with roll-grooved, plain- end couplings and welded joints for wet, dry preaction and deluge systems. Mega-Thread is FM Approved for use in wet systems and is UL, C-UL and FM Listed for wet, dry and preaction sprinkler systems. Approvals and Specifications Both products meet or exceed these standards: ASTM A795, Type E, Grade A NFPA 13 and NFPA 14 Mega-Thread is approved for standard hanger spacing Manufacturing Protocols Mega-Flow and Mega-Thread are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings Mega-Flow black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Mega-Thread is hot-dip galvanized to meet FM requirements for dry systems and is safer to weld than many zinc-coated, light-wall threadable products. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. MEGA-FLOW SPECIFICATIONS NIPS NOM OD NOM ID UL CRR* MEGA-FLOW Schedule Mega-Flow Schedule Schedule Mega-Flow Nominal Pcs./Luft I 10 40 40 wt./ft. 1¼ 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 1¼ 1.900 1.740 1.682 1.610 2.64 1.00 1.556 61 2 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 21/2 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4 4.500 4.316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6.396 6.357 6.065 .75 1.00 8.000 10 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. * The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). MEGA-THREAD SPECIFICATIONS NIPS NOM OD NOM ID UL CRR* MEGA-THREAD Mega-Thread Schedule Mega-Thread Schedule L.W.T. Pipe Nominal Pcs./Lift 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 1% 1.660 1.416 1.380 1.00 1,00 .39 1,989 51 11/2 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 2 2.375 2.117 2.067 1,00 1.00 .25 3.094 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 7.0). @ C@ APPROVED PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: 7 MEGA-FLOW-BLACK MEGA-THREAD-HOT-DIP GALVANIZED Whtl foaf1ajd.cogiwheatlagd.com 1*' ll 1 Tube 141 JP4C STEEL GROUP 3).- FITTINGS. TFPI9I5 Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT NOMINAL SIZE SCHD. TYPE NUMBER (TiO) (lb.) TEE 80000 3/4" 5/8" 40 0.11 TIO 80001 11/16" 40 0.19 4 80002 1-1/4" 7/8" 40 0.26 TTh 80003 1-1/2" 1-1/16 80 0.51 80004 1-3/8" 80 0.90 / 80005 2-1/2" 1-9/16" 80 1.59 T/O 80006 1-13/16" 80 2.41 XxYxZ X Y Z 3/4" x 3/4" x 1" 3/4" 3/4" 5/8 80132 40 0.14 80133 1" x 3/4" x 3/4" 9/16 9/16" 3/4" 40 0.14 80134 lx 3/4" x 1" 3/4" 11/16 3/4" 40 0.17 80260 lx 1" x 3/4" 5/8" 5/8' 13/16" 40 0.16 80135 1-1/4" x 1" x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4" x lx 1-1/4" 15/16" 15/16" 7/8 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4' x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4" x 1-1/4" x 1" 3/4" 3/4" 7/8" 40 0.26 z 80138 1-1/4" x 1-1/4" x 1-1/2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0.36 7f 80141 1-1/2" x 1-1/4" X 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 80264 1-1/2" x 1-1/2" x 3/4" 1-1/2" x 1-1/2" xl" 9/16" 9/16" 9/16" 9/16" 1" 1-1/16" 80 80 0.36 0.38 x L+ to 80275 1-1/2" x 1-1/2" x 1-1/4" 7/8" 7/8" 1" 80 0.45 80265 2" x 2" x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2" x 2" x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2" x 2" x 1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2" x 2-1/2" xl" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3" x 3" x 2" 1-13/16" 1-13/16" 1-3/4" 80 2.25 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3/4" 9/16" 40 0.13 80010 11/16" 40 0.23 T/0 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 1-5/16" 80 1.00 80014 2-1/2" 1-9/16" 80 1.91 ____TT/O 0 80008 1-13/16" 80 2.89 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 0.28 T/ T/ 80025 3/4" 5/8" 40 0.09 90" ELBOW & REDUCING ELBOW 80026 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 80029 1-5/16" 80 0.79 80030 2-1/2" 1-9/16" 80 1.14 80031 1-13/16" 80 1.82 XxY X Y T/0 80032 1" x 3/4" 11/16" 13/16" 40 0.16 FIGURE 2- FITTING DIMENSIONS (Part I of 4) Page 4 of 6 TFPI9I5 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (TIO) SCHD. (lb.) 45" ELBOW 80050 3/4" 3/8 40 0.08 80051 1" 3/8" 40 0.11 80052 1-1/4 3/4" 40 0.20 80053 1-1/2 1/2" 80 0.31 80054 2" 3/4' 80 0.56 T/O 80055 2-1/2 13/16" 80 0.89 80056 3' 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING & 80076 1/8 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16 40 0.12 80078 1-1/2 3/16' 80 0.25 80079 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 80081 3/16" 80 0.91 80220 x 3/4" 1/81, 40 0.08 80200 lx 3/4" 7/16" 40 0.04 80201 1-1/4"x3/4" 1/2 40 0.11 80202 1-1/4" x 1" 5/16" 40 0.12 80203 1-1/2" x 3/4" 5/8" 80 0.16 80204 1-1/2" x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2 x 1-1/4" 3/8' 80 0.17 80206 2' x 3/4" 13/16" 80 0.27 80207 x 1" 11/16" 80 0.26 _~;T/O 80208 2" x 1-1/4" 9/16" 80 0.24 80209 2" x 1-1/2" 7/16" 80 0.19 80215 2-1/2" x 1" 15/16" 80 0.42 80214 2-1/2" x 1-1/4" 13/16' 80 0.45 80213 2-1/2" x 1-1/2" 11/16" 80 0.46 80211 2-1/2" x 2" 5/8" 80 0.29 80210 x 2" 3/4" 80 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 PL 80103 1-1/2" 11/16" 80 0.20 80104 5/8" 80 0.31 80105 2-1/2" 7/8' 80 0.58 80106 1" 80 0.88 GROOVED TiO PIPE O.D. COUPLING ADAPTER 2-5/16' 1-1/4" (1.660") 80160 1-1/4" x 1-1/4" Groove 40 0.78 80161 1-1/2" x 1-1/2" Groove 2-5/16" 1-1/2" (1.900") 80 0.95 PIPE 80162 2" x 2" Groove 2-5/16" 2" (2.375") 80 1.42 80163 2-1/2" x 2-1/2" Groove 2-5/16" 2-1/2" (2.875") 80 2.28 80164 3" x 3" Groove 2-1/4" 3" (3.500") 80 3.00 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3.000") 80 2.28 FIGURE 2- FITTING DIMENSIONS (Part 2 of 4) TFPI9I5 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (TIO) SCHD (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2' NPT 7/16" 80 020 80176E lx 1/2 NPT 7/16" 80 0.22 1;T10 80175WL 3/4" x 112" NPT 7/16" 40 016 80179 lx 3/4 NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4' x 1/2" NPT 1/2" 40 0.19 E; 80176W lx 1/2" NPT 1/2" 40 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 0.16 0.20 80178 l x 1/2" NPT 9/16" 40 7_~T/O 80180 lx 3/4" NPT 7/8" 40 0.40 FEMALE ADAPTER 801 42 3/4" x 3/4" NPT 13/16" 40 0.41 80145 lx 1" NPT 7/8" 40 0.63 80146 1-1/4" x 1-1/4" NPT 1-1/8" 40 1.03 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 1.42 80148 2" x 2" NPT 1-11/16" 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 0.56 ;T/C 80158 lx 1" NPT 1-3/8" 40 XxYxZ X V Z SPRINKLER HEAD ADAPTER TEE 80250 3/4' x 3/4" x 1/2" NPT 9/16" 9/16" 1" 40 0.22 Z 80251 x 1" x 1/2" NPT 11)16' 11/16" 1-3/16' 40 0.29 T/O 80249 1' x 1" x 1" NPT 15/16" 15/16" 1-9/16" 40 0.73 80256 1-1/4" x 1" x 1/2" NPT 7/16" 9/16' 1-5/16" 40 0.30 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16" 7/16" 1-5/16" 40 0.31 80257 1-1/2" x 1-1/4" x 1/2" NPT 1/2" 11/16" 1-7/16" 80 0.43 80254 1-1/2" x 1-1/2" x 1/2" NPT 1/2" 1/2" 1-7/16" 80 0.46 T/O T/O _________ 80258 2" x 1-1/2" x 1/2" NPT 1/2" 5/8" 1-11/16' 80 0.56 80253 x 2" x 1/2" NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2— FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFPI9I5 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (TIO) SCHD WEIGHT (lb.) BACK-TO-BACK TEE XxYxZ Y,Z X X II I (1 T/0 80459 80460 lx 1/2' NPT x 112" NPT lx 1/2" NPT x 1/2" NPT 5/8" 5/8' 1-5/16" 1-3/16" 40 40 0.48 0.46 1/0 TKO BACK-TO-BACK CROSS XxYxZxW X,Y Z,W X Tb 80462 1" x 1" x 1/2" NPT x 1/2' NPT 5/8" 1-3/16" 40 0.46 ti 80463 lx lx 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.47 1/0 T/OJ- SPRINKLER HEAD X x'( X Y ADAPTER 900 ELBOW Y O 80199 3/4" x 1/2" NPT 9/16" 1" 40 0.20 rx 80198 1 x 1/2" NPT 3/4" 1-1/4" 40 0.26 " 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 0.26 FIGURE 2— FITTING DIMENSIONS (Part 4 of 4) 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 warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a oar- 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. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ARGCO's line of Ductile Iron Threaded Fittings conform to, comply with the following standards: ASTM A536 Grade 65-45-12 ASME B 16.3 Ductile Iron Threaded Fittings Class 150 ANSI/ASME 131.20.1 Pipe Threads, General Purpose (inch) NPT DUCTILE IRON THREADED FITTINGS CATALOG ARGCO SALES: toll free: 800-854-1015 argco.com international: 760-727-1644 1 fax: 800-924-5922 email: info@argco.com D1WJiTiINIGS fl Hobce ELL FftWhwehioeFbmrMedrmijohtm 0 MIL Thusdmd IbW we II. tst ct shmi ppft mer iIIiç ii came Ln.iije appf=Ed Rw 50I Di. JASTM AM5 IflYlle 1115-45-- bi pipe M. with roy_- I-J..ij.- Di F1 12. Obnermshms cI*rn bi ANSI HI&S CLo& 1L Threak we shmiM he I1ji6.d br hmns biiad Ioi bghbm. M'T perANSLfASME B1.1 110 flOE 1w by h"ISL D. 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I X W 10E lim fl.5 11-1-45 113egFeedEbmic IL, wo F DfMPflfMEffInN]flFTEW1 [NOM SIZE F-KIWK- M4550M 1.12 1.12 0.48 I 114 iDi5W 1. 1. fl73 I lIT 1E45B0€I1B 1.43 1A3 0,92 7 inisn IJ8B lim I PAGE 3 fD1EJJJNGS1 NOM SIZT TDTtMENS1DNJ MwTt 1L I XI IT 1DBUSDEc04 CL75 ,025 1.42 ti Ip.2 I X 3f4 1LRZO 11Th U Olil 1117 I 114."X 1 j IDBUSU7 (ISO 02Sj5 [oiT 1.28. I I1TX I IEDZCflU 1183 1LI 250 0(11 1144 1 12 XI W IDBUS0S07 083 1O21'[ 00 [OUT r CI3tL} - 2'X1 1[ROIIU 1185 liii I.5 IN ff06 I rxi 14 'HD3USD907 4J4BUT p072 7 x lIT l[DE 1185 1131 1.45 (]IJT 1161 DesaI 1 4 I !rITtMCtD'E1[IMEtIØ1TEM1 19M SIZ ._B_WEIGH11 1DX0dDU - 1.50 1.50 0.08 I V4 II I.Th LTh 1.50 I liZ 1DXO8OS 1.94 l.94 1.00 21 1DX100 225 225 2.05 1 1/4X1 1D708 : 1:58.. L7 1.27 I liT X I- 1DX1O6 I.6 IA! 1.4 T X V 1E)X0906 1_73. 2.02 2.10 0. I c ii Ti3 NOM SIZE _FEMtUDD1MflTEM1 _E]LJPEKHTi 1" IDKOG 1.1 032 1 1W 1flSI? lie D.43 I liZ 1DX03 133 0:50 Imm 145 Ikgl 1 DI.. Rthicii T _ M StZE FEM1 [--No _______LJ A_'ETJL wLFir1 I xll lDT06fl'D4 1.26 1.25 1.36 1xVx3W 1IJ1Lt 131 131 IA5 1123 I X' 117 L'[' [i3&is6 (171 - 1i3Ww1 1DT 1.51 lAS 1.51 I1J5 [iii O,Sa am iiVzll17 1DTIL i.1 1.51 Us 1.16 L' 1134 [is [ I1Txrx3r iummm to i31 i. 11 F I IWx1x I 1W 1D1IffT i. 131 135 I 1ll4icl x 1W 16TO765 1.6 1.58 142 I IWx I IWi 117 1uinuu4 1.34 1.34 Im I1fl5 I 1Wx1 1Wx1 1uiiut i.sa 1.58 1.11 UM E1.88 LUB. 182 145 11Wx1114x2 lcwwffm 2.111 2.1(1 tll I2 11xl x112' 1DT3058 141 [ 1.34 168 095 I 1Qx Tx 34 im51 131 131 135 1-14 ID I1ITx1x1 rI 1.55 1.68 161) 117 I I 1x 1 i IIJ151(LU7 131 131 1. I3i 1DTtI3D688 i 1.94 130 194 45 I 117 x ILW i 117 IUT51U 1.11 1.34 1.51 lilb I1IZx 1 _114'x J4 WTE7II5 1.52 145 115 I 117 xl 1W x1 1øT51WL ts 1.58 1.51 1.25 [j!Qx 1 1/4xT 1m373 2.16 2JL 2.02 1 91) I 117 X 112i 117 19l51(OI 1.41 1.41 116 1.15 1lf2x 112 W '.!'. L 15.2 1175 1.24 I 117 xl 117 x1 1IJT51 i.ss i.ss 1.51 L30 LII IIx1 1T03D7 t5L r ia2-'f188 148 I 12 xl liT x itnii 2.16 116 2M - IJ5 2xIx2- IOTEODGM2.25 2.627-25 215 T 2 1lPTxT 11AT5111 2. 2il 225 1.30 2'xt1/2xV2 1DT385&4 1.49 1.41 1.68 150 Tx1 117x34 luromm 1.51 131 131 lift 7xiixr - 1Dc 1_73 1.65 2.02 1.64 7 xl 117w 11W IDT51TU7 1.5(1 131 2.10 IJO 2'xI1tTx1 lIT 1T84&3 2.02 1.9.4 2.18 2(H) Tx1l7xT ICWMMM 225 2.16 225 2.35 TxTx Il? IDlE 9E4 1.49 t49 183 1.60 7xTi3W lurs9am 180 1.8(1 1.5? IJS TxT.x1 1EC31 1.73 1.73 2.02 1.35 2z T xl 1W iTh(07 1.5(1 1.5(1 2111 1.DI T.x2 xl VT 1D653 .2.02 2.Q2 2.16 2.18 Ti T x2 i 1I7I51(ID 180 2.80 2_M . an 2 VT x Z x314 1DT10965 1.74 1.50 2.32 2.28 PAGE 4 . .: _.. n NFPA® ÔNFSA The Voice of the Fire Sprinkler Industry AAF American Fire Sprinkler Association ARGCO.com For more products, pricing, technical data, SDS, log onto: www.argco.com ARGCO SALES: toll free: 800-854-1015 international: 760-727-1644 I fax: 800-924-5922 email: info@argco.com Victaulic® FireLockTM Fittings htaUIicr 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 1 '4 - 8'7DN32 - DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application FireLockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials Carbon steel 2.0 CERTIFICATION/LISTINGS UPED CE ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: El Orange enamel. E1 Red enamel in Europe, Middle East, Africa, and India. M Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic company; All rights reserved. 1 X ___________________ victaulic.com 4.0 DIMENSIONS oCLoE 1 - C toE C to to E to L-0 E No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 900 Elbow 450 Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each I Each inches inches inches lb inches lb inches lb inches lb DIN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 0.3 DN32 42.4 - - - - - - 21 0.1 1½ 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DNSO 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 - DN65 76.1 76 1.5 57 1.1 76 1.7 - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 -. 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 - 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 - 140 7.9 89 5.2 140 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 10.5 - 176 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 \)taUIic victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size Diameter 900 Elbow 450 Elbow Branch Run inches inches feet feet feet feet DIN mm meters meters meters meters 1¼ 1.660 - - - - DN32 42.4 - - - - 1 1/2 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DN50 60.3 1.1 0.5 - 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 - 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 - 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 - 33.0 13.0 216.3 4.0 - 10.1 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 \$#tauIIc! victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N/009H couplings, use FireLockTM No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 1064 Victaulic® FireLock°" Rigid coupling Style 009N 10.02 Victaulic® FireLock°° Rigid coupling Style 005H with Vic.PlusT Gasket System 29.01 Victaulic® Terms and conditions of Sale User Responsibility for Product Selection and Suitability Each user bears heal responsibility for making a determination as to the saitability of Victaulic products for a particular end-Use application, in accordance with industry standards and project specifications, arid the applicable building codes arid related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other docurrrent, nor any verbal reconrvrendatiorr, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Viciarrlic Company's standard conditions of sale, installation guide, or Iris 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 Viclanlic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement 01 any patent or oilier intellectual property right. The tervrs "Patented" or "Patent Pending" rote, to design or utility patents or patent applications to, articles arid/or methods 01 use in the United States arid/or oilier conrrtrivs, Note This product strati be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic irrstallatierr/asserrrbly instructions. Victaulic reserves the right to change product specifications, designs arid standard eqrriprnrent without notice arid without incurring obligations. Installation Reference Should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment 01 Victaulic products, providing complete installation arid asservbiy data, and are available in POE formal Oil our website at www.oictauhic.cornr. 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 Vichauhic Company, arid/or its affiliated entities, in the U.S. arid/or oIlier countries. 10.03 1539 Rev N updated 09/2017 © 2017 Victaulic company. All rights reserved. victaulic.com Id JtauIic 4).-VALVES. C500N OSY (Colt 500N GV) ES-A-0500-0500N-0500Z Job Name - Contractor Job Location Approval Engineer - Contractors P.O. No. Approval Representative CoItTM Series C500 (Colt 500), C500N (Colt 500N), C500Z (Colt 500Z) Reduced Pressure Detector Assemblies Sizes: 21/2" - 10" The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for health-hazard non- potable service applications such as irrigation, fire line, or industrial processing. The Colt C500, C500N, C500Z are used to monitor unauthorized use of water from the fire protection system. Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Replaceable Check Disc Rubber Available with Grooved Butterfly Valve Shutoffs Bottom Mounted Cast Stainless Steel Relief Valve Metered Bypass to Detect Leakage or Theft of Water from the Fire Sprinkler System Specifications Ills illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies shall consist of two independent Link Check modules, a differential pressure relief valve located between and below the two modules, two drip tight shutoff valves, and required test cocks. Link Check modules and relief valve shall be contained within a sleeve accessible single housing constructed from 304 (Schedule 40) stainless steel pipe with groove end connections. Link Checks shall have reversible elastomer discs and in operation produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter registering either gallon or cubic measurements, a reduced pressure zone assembly and required test cocks. Assembly shall be Colt C500, C500N, C500Z as manufactured by the Ames Fire & Waterworks. NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. Ames Fire & Waterworks product specifications In U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact limes Fire & Waterworks Technical Service. Ames Fire & Waterworks 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 Are & Waterworks products previously or subsequently sold. .ZJL AMES FIRE & WATER WORKS A WATTS Brand Configurations Horizontal Z" pattern horizontal "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Lead Free* Bronze Body Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel "The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Dimensions - Weights Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) Maximum Working Pressure: 175 psi (12.1 bar) Available Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves BFG - UL/FM grooved gear operated butterfly valves w/ tamper switch *OSY FxG - Flanged inlet gate connection and grooved outlet gate connection Qy GxF - Grooved inlet gate connection and flanged outlet gate connection 5y GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions ,3UU, 3UU14, I..3UUL I']lI1F1[']5i WEIGHT in. A in. mm C(OS in. mm 0 in. mm G in. mm H in. mm in. mm I J in. mm M in. mm P in. mm C500 I lbs. kgs C500N lbs. kgs. 21/2 30/4 781 163/, 416 61/2 165 29'/16 738 211/2 546 15½ 393 8Wl6 223 211/4 540 133A6 335 118 54 126 57 3 313/4 806 18/8 479 611/6 170 301/4 768 221/4 565 171/o 435 93A 233 23 584 141/2 368 134 61 147 67 4 333/4 857 223/4 578 7 178 355/4 905 231/2 597 18½ 470 915/16 252 261/4 667 153/16 386 164 74 187 85 6 431/2 1105 301/8 765 81/, 216 443/4 1137 331/4 845 233A6 589 131A6 332 341/4 870 19 483 276 125 317 144 8 1 493/4 1264 373/4 959 9'1A6 246 541/4 1375 1 401/8 1019 1 277/16 697 1 15"A6 399 1 36/8 937 213/16 538 441 200 1 516 234 10 1 573/4 1467 1 453/4 1162 11Y16 285 1 66 1676 1 491/2 1257 1 321/2 826 1 175/16 440 1 441/2 1124 1 24 610 723 328 1 893 405 C500NBFG/C500ZBFG SIZE DIMENSIONS WEIGHT in. G in. mm H in. I mm in. I I mm J in. I mm M in. I mm P in. I mm tbs. C500BFG kgs. 21/2 321/2 826 23 584 151/2 394 91/2 241 19'/4 502 15 3/16 402 81 37 3 34 864 24 610 165A6 414 101A6 256 211/4 540 161/8 410 84 38 4 351/8 905 25½ 648 173A6 437 1015A6 279 231/2 597 165/8 422 101 46 6 461/2 1181 351/4 895 201/2 521 131/2 343 271A 692 19 483 174 79 Noryl® is a registered trademark of SABIC Innovative PlasticsTM. 10" Service Flow Rated Flow psi 16 14 OF 12 10 8 ur 6 0 Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Flow identifies maximum continuous duty performance determined by AWWA. UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. AW\NA Manual M22 [Appendix Cl recommends that the maximum water velocity in services be not more than 10fps. Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California (FCCCHR-USC) (Excluding 10 N and 7' configurations) AVvWAC551-92 ** ssu, ** OC©USQ C CIP us 1047 B64.4 (**BFG & OSY Only) For additional approval information please contact the factory or visit our website at www.amesfirewater.com Capacity UL/FM Certified Flow Characteristics N&Z Flow characteristics collected using butterfly shutoff valves. Horizontal N - Pattern -----Z - Pattern 2½" Service Flow Rated Flow *UL Rated Flow liz l. 50 100 150 200 250 300 350 gpm 190 380 570 760 950 1140 1330 1pm 7.5 15 fps 3" Service Flaw Rated Flow *51 Rated Flow N z H 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 1pm 7.5 15 fps PSI 18 ___________ Service Flaw Rated Flow *51 Rated Flow 16 14 12 1 6 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fps 8" l5l Service Flow Rated Flow *51 Rated Flow 18 z 16 N ff 14 :E 10__ _ 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps psi 16 14 12 02 10 6 psi 18 16 14 C 12 o 0 sib 10 6 0 0 4" Service Flow Rated Flow *51 Rated Flow P z 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps *51 Rated Flow - :A H 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps A'tIIIfi Inquire with governing authorities for local installation requirements psi 26 22 18 14 10 6 AM ES FIRE &WATERWORKS A WATTS Brand USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • ArnesFireWater.corn USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • ArnesFireWater.corn Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • ArnesFireWaterca Latin America: Tel: (52) 55-4122-0138 • AmesFireWater.com ES-A-0500-0500N-0500Z 1944 0 2019 Watts Brass Trim Expansion Tank, Valves ~1 f9mL F P P r Adjustable Pressure Relief Valve Used in "grid" type and residential sprinkler systems or when pressure relief is required. Adjustable from 75 to 175 PSI*. 06-835-00 1/2" Adjustable PRV IL (*System pressure gauge must be used for proper installation and adjustment. Valve is NOT preset.) Angle Globe Valve, Brass UL/ULc Listed 300psi FPPI Angle Globe Valves are specifically designed for use in fire sprinkler systems. Typical use is in a "trim" or "drain" application. Each valve is ULJULc Listed to 300 PSI. 06-820-00 Angle Valve 1/2" 8 06-822-00 Angle Valve 3%" 5 06-824-00 Angle Valve 1" 5 06-826-00 Angle Valve 11/4 " 4 06-828-00 Angle Valve 11/2" 4 06-830-00 Angle Valve 2" 2 Ball Valves, Forged Brass, UL/ULc/FM Listed and Approved FPPI Full Port Ball Valves are manufactured of forged brass. Designed for use as a TRIM or DRAIN valve. FNPTxFNPT UL/ULc/FM 06-838-00 Ball Valve 1/4" 600 PSI 10 06-840-00 Ball Valve ½" 600 PSI 10 06-842-00 Ball Valve 3/4" 600 PSI 10 06-844-00 Ball Valve 1" 600 PSI 6 06-845-00 Ball Valve 11/4" 600 PSI 6 06-846-00 Ball Valve 11/2" 600 PSI 4 06-848-00 Ball Valve 2" 300 PSI 2 17 Brass Trim Valves Globe Valves, with soft seats, Bronze UL/ULc 300psi FPPI Globe Valves are specifically designed for use in fire sprinkler systems. Typical use is in a "trim" or "drain" application. Each valve is ULiULc Listed to 300 PSI. 06-798-00 Globe Valve 1/4" 10 06-800-00 Globe Valve 1/2" 10 06-802-00 Globe Valve 3%' 10 06-804-00 Globe Valve 1" 5 06-806-00 Globe Valve 11/4" 5 06-808-00 Globe Valve 1½" 2 06-810-00 Globe Valve 2' 10 Swing Check Valves with soft seats, Bronze (Full Floating Clapper) FPPI small pipe diameter check valves are made from bronze and feature a full floating clapper assembly with soft seat. Clapper design assures proper clapper seating during valve cycle. 06-860-00 Swing Check Valve ½" 10 06-862-00 Swing Check Valve 3%" 10 06-864-00 Swing Check Valve 1' 8 06-866-00 Swing Check Valve 11/4" 8 06-868-00 Swing Check Valve 1½" 4 06-870-00 Swing Check Valve 2" 3 cf7). - - 2 Check Valve with Orifice for Pump Systems Check valve with a full-floating clapper and 3/33" orifice. Typically used in pump systems. Provides adequate drop in the sensing line without allowing unnecessary pump starts due to major pressure fluctuations in the 1/2" line. 06-860-50 Check Valve 1/2" with /32" orifice 10 Three-way Gauge Valve, Brass UL/ULc Listed 300psi FPPI Three-way Valves are manufactured from high quality brass alloy and are ULJULc Listed. Rated to 300P51. 06-600-00 3-Way Gauge Valve, Brass, UL/ULc 10 18 MODEL MVC-15 METRAVENT AUTOMATIC AIR VENT APPROVED 175 P.S.I. 5 PART PART NAME MATERIAL PART PART NAME MATERIAL 1 BODY CAST IRON A]26 7 COVER BOLT CARBON STEEL 2 COVER CAST IRON A126 8 FLOAT ARM STAINLESS STEEL 3 LEVER FRAME STAINLESS STEEL 9 ORIFICE BUTTON FLUOROELASTOMER 4 SEAT STAINLESS STEEL 10 PIVOT PIN/RETAINER STAINLESS STEEL 5 FLOAT STAINLESS STEEL 11 PIPE PLUG (0.5') STAINLESS STEEL 6 GASKET NON ASBESTOS 12 LOCATOR STAINLESS STEEL QTY I SIZE I PART NUMBER I MAX TEMP I INLET SIZE I OUTLET SIZE ORIFICE SIZE I WT (LBS) 1/2' (15mm) MVC150050 250°F 1/2 NPT 1/2' NPT 1/16" 5-1/2 3/4" (20mm) MVC 150075 250°F 3/4" NPT 1/2 NPT 1/16' 5-1/2 1" (25mm) MVC15O100 250°F 1" NPT 1/2' NPT 1/16" 5-1/2 NSF 372 - LEAD FREE The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight. Material complies with state codes and standards, where applicable, requiring reduced lead content. CUSTOMER: PROJECT: ENGINEER: REV. 1 PART NUMBER UPDATED DATE 2/28/2017 2323 W. HUBBARD IT, CHICAGO, IL 60612 TEL: 312-738-3800 FAX: 312-738-0415 iietraflex www.METRAFLExcoM for pipes in motion MODEL MVC-15 METRAVENT AUTOMATIC AIR VENT DRAWN BY: DKISH IDATE: 9/3/2015 APPROVED: ZB I DATE: 9/4/2015 SCALE: N/A 'DRAWING NUMBER: MVC15-1 MODEL MVC-30 METRAVENT AUTOMATIC AIR VENT MAX WORKING PRESSURE 300 PSI @150°F 260 PSI @ 250°F PART PART NAME MATERIAL PART PART NAME MATERIAL 1 BODY CAST IRON A126 7 COVER BOLT CARBON STEEL 2 COVER CAST IRON A126 8 FLOAT ARM STAINLESS STEEL 3 LEVER FRAME STAINLESS STEEL 9 ORIFICE BUTTON FLUOROELASTOMER 4 SEAT STAINLESS STEEL 10 PIVOT PIN/RETAINER STAINLESS STEEL 5 FLOAT STAINLESS STEEL 11 PIPE PLUG (0.5) STAINLESS STEEL 6 GASKET NON ASBESTOS 12 LOCATOR STAINLESS STEEL QTY SIZE PART NUMBER MAX TEMP INLET SIZE OUTLET SIZE ORIFICE SIZE WT (LBS) 1/2 (15mm) MVC300050 250°F 1/2' NPT 1/2" NPT 1/16" 8 3/4" (20mm) MVC300075 250°F 3/4" NPT 1/2' NPT 1/16" 8 1" (25mm) MVC300100 250°F 1" NPT 1/2" NPT 1/16" 8 NSF 372 - LEAD FREE The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight. Material complies with state codes and standards, where applicable, requiring reduced lead content. CUSTOMER: PROJECT: ENGINEER: REV. 1 PART NUMBER UPDATED DATE 2/28/2017 2323 W. HUBBARD IT, CHICAGO. IL 60612 M TEL: 312-738-3800 et ía Iex FAX: 312-738-0415 forp,es in motion) WWW.METRAFLEX.COM MODEL MVC-30 METRAVENT AUTOMATIC AIR VENT APPROVED: ZB I DATE: 9/4/205 SCALE: IDRAWING NUMBER: V Bulletin 619 July 2019 r::4 I h. o Features Compact design Grooved component connections for universal application Horizontal and vertical (flow up) installation Product Description The Reliable Model FCA Floor Control Assembly is designed for use as a floor or zone control assembly in NFPA 13 or 13R applications. The product can also be used as a conventional wet system (shotgun) riser. Grooved connections on each com- ponent allow components to be rotated independently, provid- ing maximum flexibility in the field. The assembly includes a butterfly control valve with integral tamper switch, a water flow detector, and a riser check valve with a pressure gauge and a Model TD Test & Drain valve. Multiple orifices and pressure relief options are available for the Model FCA Floor Control As- sembly. Model FCA Floor Control Assembly For Use in NFPA 13 and NFPA 13R Systems cULus Listed Model FCA Valve Model FCA Technical Data Size Takeout (Length) Pressure Rating Weight 2(50mm) 19-3/4' (502mm) 300 psi (20,7 bar) 26 lbs (11.8 kg) 2-1/2" (65mm) 21-1/4" (5402mm) 250 psi (17,2 bar) 40 lbs (18.1 kg) 3(80mm) 21-3/4" (552mm) 250 psi (17,2 bar) 46.5 lbs (21.1 kg) 4" (100mm) 23-1/2" (597mm) 250 psi (17,2 bar) 62 lbs (28.1 kg) Model FCA Equivalent Length of Schedule 10 Pipe Size C=120 (50mm) 16.6 2-1/2" (65mm) 14.0 (80mm) 16.3 (100mm) 20.1 www.reliablesprinkler.com Model FCA Dimensions (Refer to Figure 1) Size A B C 0 E F G (50mm) 6-3/4' 3" 15-3/4" 19-3/4" 13-1/2" 21-1/2" (171 mm) (76mm) (127mm) (400mm) (502mm) (343mm) (546mm) 2-1/2" (65mm) 9-1/4" 3-1/4" 5-1/4" 15-1/2" 21-1/4" 14-1/2" 24-1/2" (235mm) (83mm) (133mm) (140mm) (540mm) (368mm) (622mm) (76mm) 9-1/2" 3-1/2" 5-1/2" 16-3/4" 21-3/4" 14-1/2" 24-1/2" (241 mm) (89mm) (140mm) (425mm) (552mm) (368mm) (622mm) (100mm) 10-1/2" 4-1/4" 7" 20" 23-1/2" 14-1/2" 26-1/2" (267mm) (108mm) (178mm) (508mm) (597mm) (368mm) (6731nm) Bulletin 619 ReiiabI Page 2 of 3 July 2019 www.reliablesprinkIer.com Installation The Reliable Model FCA Floor Control Assembly shall be installed in accordance with NFPA 13, NFPA13R, and the requirements of any authorities having jurisdiction. Failure to follow installation instructions and/or revisions to the arrange- ment of the devices may void the warranty and/or listing of the product. Prior to installation, verify compatibility of the Model FCA materials with the water supply and the environ- ment where the valve will be installed. The Model FCA must be installed in a location where the temperature is maintained at a minimum of 40°F (40C). Heat tracing of wet system valve assemblies is prohibited by NFPA 13. Connect the inlet of the device to the water supply and the outlet of the device to the fire protection system. Ensure proper direction of flow using the diagrams contained in this bulletin and on the device. Drain should be piped to a location that will avoid damage to property and injury to personnel. Maintenance The owner is responsible for maintaining the fire protection system in proper operating condition. Any system main- tenance or testing that involves placing a control valve or detection/control system Out of service may eliminate the fire protection that is provided by the fire protection system. Notify any required authorities having jurisdiction and implement appropriate precautions prior to proceeding. When required, the Reliable Model FCA Floor Control Assem- bly and associated equipment shall periodically be given a thorough inspection and test. NFPA 25, "Inspection, Testing and Maintenance of Water Based Fire Protection Systems," provides minimum maintenance requirements. Replace any components found to be corroded, damaged, or worn. Increase the frequency of inspections when the valve is ex- posed to corrosive conditions or chemicals that could impact the valve materials. Guarantee For Reliable Automatic Sprinkler, Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Ordering Information Specify: Reliable Model FCA Floor Control Valve Assembly Size: [2", 2-1/2", 3" or 4"] Water Flow Switch: [System Sensor (standard)] [Potter (optional)] Orifice Size (K Factor) for Test and Drain Valve: [4.2 (60), 5.6 (80), 8.0 (115), or 11.2 (160) for 2" FCA] [5.6 (80), 8.0 (115), 11.2 (160), or 16.8 (240) for 2-1/2", 3", and 4" FCA] Pressure Relief Valve Kit for Test and Drain Valve: [175, 185, 210, 260, or 310 psi for 2" FCA] [175, 185, 210, or 260 psi for 2-1/2", 3", and 4" FCA] FCA Floor Control Assembly Ordering Information Part Number mom 6BWWOOXYYZ I I II Riser Check & Manifold Size1 ww Watertlow Detector Options Drain Valve Options1 Pressure Relief Valve Options2' z 20 = 2" 5 = System Sensor Flow Detector (Default) 01 = 1" RASCO T&D Valve (K2.8) 1 = 175psi 25 = 2-1/2" P = Potter Flow Detector 02 = 1" RASCO T&D Valve (K4.2) 2 = 185p5i 30 = 3" 03 = 1" RASCO T&D Valve (K5,6) 3 = 210p5i 40 = 4" 04 = 1-1/4" RASCO T&D Valve (K4.2) 4 = 260p5i 05 = 1-1/4" RASCO T&D Valve (K5.6) 5 = 310psi 06 = 1-1/4" RASCO T&D Valve (K8.0) 07= 1-1/4" RASCO T&D Valve (K11.2) 08 = 2" RASCO T&D Valve (K5.6) 09 = 2" RASCO T&D Valve (K8.0) 10 = 2" RASCO T&D Valve (Ki 1.2) 11 = 2" RASCO T&D Valve (K16.8) Note: 2" FCA has a 1" drain outlet, 2-1/2" and 3" FCA have a 1-1/4" drain outlet, and 4" FCA has a 2" drain outlet. Pressure Relief Valve option #5 is not available for sizes 2-1/2", 3", and 4" FCA. Bulletin 619 eu.abIe Page 3 of 3 July 2019 www.reIiablesprinkler.com '5 5).- HANGERS. flØCx2 CPVC Pipe Structure Fasteners x2 Fig. 184 Fig. 184 (Formerly Afcon Fig. 515) Double Offset Hanger and Restrainer Size Range: 3/4" through 1" Material: Carbon Steel Finish: Pre-Galvanized per ASTM A653 C @US LISTED Service: Hanger and surge restraint for horizontal CPVC piping when installed on the side of the supporting structure. Listed with hardware provided on structural wood beams and composite - wood beams (1" minimum). For wood structures with less than 1" thickness, wood blocks may be placed on the backside of the wood structure. #14 x 1" fastener provided must be fully engaged in the wood block. May be installed with concrete, steel, and other structural members with fasteners which comply with the requirements of NFPA 13. Approvals: cULus Listed Installation: Slide CPVC pipe through the double offset hanger and restrainer. Secure the hanger to the supporting structure with the screws provided or with listed fasteners. Features: Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. Easily attaches to wood structure with #14 x 1' hex washer head self-threading screw supplied with product. No pre-drilling required. Bottom of pipe is offset V/2" from the structure. Eliminates wooden spacer blocks Ordering: Specify CPVC pipe size, figure number and description. FIG. 184: DIMENSIONS (IN) • WEIGHT (LBS) cPvc Pipe Size A B ØC H I I Max. Hanger I Spacing (FT.) Approx. Weight/100 3/4 1½ 1½ 1/4 31/8 51/8 51/2 17 1 1½ 11/2 1/4 31/8 51/8 6 17 Z2 w3Awanvilhi5'i1rcomit7 A1 One Hole Pipe Strap ! CLY)US Io USTED CD 07 C-) 5. Fig. 185 (Formerly Afcon Fig. 513) Size Range: 3/4" through 2" Finish: Zinc Plated Steel (Hot-Dip Galvanized optional) Service: Hanger for CPVC pipe in the horizontal position on the side of structural wood beams and Steel 20 Ga. (mm) with hanger tab in the upward position only (Fig. A). It can also be used as a guide to limit movement of vertical CPVC pipe with the tab in the horizontal position. Approvals: UL and ULC Listed. Installation: Place hanger over pipe. Secure hanger to mounting surface with screws provided. Steel applications require one (1) #14 x 1" hex washer head self-drilling TEK screw. Not Supplied. Part Number STD-0090. Features: Beveled edge design helps protect the CPVC pipe from any rough surface. Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product. No pre-drilling required. Ordering: Specify CPVC pipe size, figure number and description. =. I 12 Fig.A FIG. 185: DIMENSIONS (IN) e WEIGHT (LBS) cPvc Pipe Size A B øC E F Max. Hanger Spacing (FT.) Approx. Weight/100 (Ibs) 17A 2¼ ¼ 11/6 1% 5% 8 1 1% 2/8 ¼ 11/8 1% 6 9 11/4 1 1A6 3 1/4 11/8 li/s 61/2 10 11/2 1/8 37A6 1/4 11/8 21/8 7 12 2 2 3/8 1/4 11/8 2% 8 14 ALI wzanvi1i'i1! i Fig. A Fig. B Fig. C E1111 ®Z!K,:, Fig0 186 (Formerly Afcon Fig. 510) Size Range: 3/4" through 3" Finish: Pre-Galvanized Carbon Steel per ASIM A653 Service: Hanger for CPVC, steel, 8 copper pipe in the horizontal position on the bottom and side of structural wood beams, composite beams and Steel 20 Ga. (mm.) (Fig. A, C respectively). Can be used as a restrainer when installed on top of structural wood beams (Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up. It can also be used as a guide to limit movement for pipe in the vertical position. When used on composite wood beams, web thickness must be /8' or greater. -. - Approvals: cULus Listed Installation: Snap hanger over pipe. Secure hanger to mounting surface with screws provided. Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be allowed to move freely through hanger. Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090. Features: Beveled edge design helps protect the CPVC pipe from any rough surface. Easily attaches to wood structure with #10 xl" hex washer head self threading screw supplied with product. No pre-drilling required. Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown) Ordering: Specify pipe size, figure number, and description. TWO Hole Pipe Strap c ®uS LISTED FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS) Pipe Size A B øC E F Approx. Weight/i DO (Ibs) 3/4 1 213A6 % 11/s 11/8 5 1 1% 3% 11/2 6 1% 15A6 3/8 1 1A6 7 1½ 19A6 3/8 21/8 8 2 113A6 45A6 29A6 9 2½ 21/4 5/8 13A6 2/8 14 3 2% 65A6 31/2 17 _www:anvi1iiTi1rcOM7t Fig. A Fig. B .= 0 w C3 iIDI .: ',, :.:- . . •': . . I Fig0 187 (Formerly Afcon Fig. 511) TWO Hole 900 Side Mount Strap t Size Range: 3/4" through 2" Finish: Zinc Plated Steel (Hot-Dip Galvanized optional) Service: Hanger for CPVC pipe in the horizontal position on the bottom of structural wood beams and Steel 20 Ga. (mm.) (Fig. A). Can be used as a restrainer, only in Steel 20 Ga. (min) (Fig. B). During installation, adjust hanger mounting flanges such that pipe contacts both mounting surface and hanger, minimizing vertical pipe movement. Approvals: UL and ULC Listed. Installation: Snap hanger over pipe. Secure hanger to mounting surface with screws provided. Do not anchor tightly to mounting surface. Pipe must be allowed to move freely through hanger. Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK sc Not Supplied. Part Number STD-0090. Features: Beveled edge design helps protect the CPVC pipe from any rough surface. Easily attaches to wood structure with #10 x 1' hex washer head self threading screw supplied with product. No pre-drilling required. Ordering: Specify CPVC pipe size, figure number and description. C-) 9cC C-C Is FIG. 187: DIMENSIONS (IN) • WEIGHT (LBS) cPvc Pipe Size A B ØC E F Max. Hanger Spacing (FT.) Approx. Weight/100 (Ibs) '/4 1 1½ 1/4 11/8 2/4 51/2 5 1 11/8 1½ 1/4 11/8 213A6 6 6 1% 15A6 1/4 1/4 11/8 3% 61/2 7 11/2 1½ 1/8 ¼ 11/8 3½ 7 8 2 11/4 2 ¼ 11/8 3/8 8 9 AJ!iwwranviiiircom— Z5I Fig. A Fig. B Fig, 188 TWO Hole Standoff Strap Size Range: 3/4" through 2" Finish: Zinc Plated Steel (Hot-Dip Galvanized optional) (, Service: Hanger for CPVC pipe in the horizontal position on the bottom of structural wood beams and steel 20ga. mm . (Fig. B). It can also be used as a guide to limit movement for a pipe in the horizontal/vertical position on the ' side of structural wood beams, composite wood beams and steel 20ga. mm . (Fig. A). Approvals: UL and ULC Listed. Installation: Snap hanger over pipe. Position hanger back around pipe but allow for pipe movement. Secure hanger to mounting surface with screws provided. Recheck to insure that the pipe is allowed to move freely through hanger. Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090. Features: Beveled edge design helps protect the CPVC pipe from any rough surface. Easily attaches to wood structure with #10 xl" hex washer head self threading screw supplied with product. No pre-drilling required. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Note: If UL listed restraint is required, use Anvil Fig. 188R (Formerly Afcon Fig. 514) on page 77. V . c®uS -.LISTED FIG. 188: DIMENSIONS (IN) e WEIGHT (LBS) cPvc Pipe Size A B øC E F Max. Hanger Spacing (FT.) Approx. Weight/100 (Ibs) 3/4 15A6 31/4 1/4 11/8 23/4 51/3 5 1 1% 3/8 ¼ 11/8 3 6 6 11/2 3A6 ¼ 11/8 35A6 6½ 7 1½ 1/8 4/8 ¼ 11/8 39A6 7 8 2 2 41/2 1/4 1½ 41/8 8 9 wwwanvi1i MIT 'on it AL Fig, 188R (Formerly Afcon Fig. 514) - - Size Range: 3/4" through 2" Material: Carbon Steel Finish: Pre-Galvanized per ASTM A653 Service: Two Hole Standoff and Restrainer C2 oI CL - = • Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed CC C) :E on the top, bottom, and side of the supporting structure. Q) Guide for vertical CPVC, steel, and copper piping when installed on the side of the 0 IC)C oa supporting structure. - Horizontal and vertical seismic restraint per NEPA 13-2016 requirements. L . May be installed with concrete, steel structural members, and other structural ELI members with fasteners which comply with the requirements of NFPA 13. iR Approvals: cULus Listed ' = Ca io. Patents: No. 6,648,278 C. I °.E Installation: ICaE Snap hanger over pipe. If needed, squeeze strap back around pipe. I CPVC pipe must be allowed to slide freely through the Fig. 188R. Secure hanger to mounting surface with screws provided or with listed fasteners. Features: Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. C-) - Easily attaches to wood structure with #10 x 1" hex washer head se(f-threading screw supplied with 1.50 : product. No pre-drilling required. Bottom of pipe is offset 11/2 from the structure. Eliminates wooden spacer blocks. Ordering: Specify CPVC pipe size, figure number and description. Hanger& co Restrainer C) Installation - Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastener - E Per NFPA-13D and NFPA-13R - Hange Restra amer 7 4Jwanvuitircom__ ___ Fig. 188R (Formerly Afcon Fig. 514) iWo Hole Standoff and Restrainer o Hanger and Restrainer FIG. _188R:_ DIMENSIONS • WEIGHT_(LBS)___________ _(IN) CPvC Pipe Size A B ØC D E F G Max. Hanger Spacing (FT.) Approx. Weight/100 (Ibs) 3/4 2/4 31/2 1/4 2 1 2/e 1½ 5½ 11 1 213As 31/2 ¼ 2,16 1 215A6 1½ 6 12 1% 1 213A6 1 3½ ¼ 25A6 1 3¼ 1½ 61/2 13 1½ 3/e 41/4 % 27A6 1 3½ 1 1½ 7 14 2 311A6 4/8 1/4 2A6 1 4 1 11/2 8 16 FIG. 188R: LISTED FASTENERS Pipe Wood and Composite Beams Steel (18ga. Minimum) CPVC Screw Supplied or #10 x 1 TEK Screw #14 x 1 TEK Screw or ¼ x 1 TEK Screw Steel & Copper #14 x 1 TEK Screw or ¼" x 11/2 Lag Screw #14 x 1 TEK Screw or 1/4" x 1 TEK Screw ww:anvii Oil rcotM4J! !i22.rIJ,Z1 1IE1 I [(II[] IE$ Fig. AF035 (Formerly Afcon Fig. 035) Model K Brace Clamp Size Range: Carbon Steel Service Pipe: 1" through 12' DN25 through DN200 CPVC Steel Service Pipe: 1" through 3" Brace Pipe: 1" through 2" and DN25 through DN50 . Material: Carbon Steel Strap and Ductile Iron Cast Hoop Ends Finish: E] Plain orEl Electro-Ga Ivan ized per ASTM B633 .. Service: Designed to rigidly brace piping systems subjected to lateral seismic loads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950- 13). Complies with the hanging and bracing requirements listed in NFPA 13. . Features: Unique design provides solutions for carbon steel and CPVC pipe. Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion. . j Large installation hole in the cast hoop ends allows the brace pipe to usTTh APPROVED pass through easily without interference. Visual indication of proper assembly when the head of the set screw bottoms out on the cast hoop ends. Installation Instructions: Place the Model K Brace Clamp over the service pipe to be braced and slide the Sch. 40 brace pipe through the cast hoop ends. The end of the brace pipe must extend at least 1" past the cast hoop ends. Note: The brace pipe may be installed above or below the service pipe. Ensure brace pipe is set to the desired installation brace angle. Torque the set screws alternately and equally until the head of the set screw bottoms out on the cast hoop ends. For riser/4-way brace installations, two Model K Brace Clamps must be installed within 6" of each other. For CPVC installation, ensure the legs of the Model K Brace Clamp strap are parallel to each other and perpendicular to the brace pipe prior to installation. Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Patents: No. 7,516,922, No. 7,523,895 Ordering: Specify service pipe size, brace pipe size, figure number, finish and description. Notes: Anvil Internationala brand bracing components are designed to be compatible ONLY with other Anvil I nternationalO brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International ("Anvil") does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PROJECT INFORMATION Project: APPROVAL STAMP EJApproved Address: El Approved as noted Contractor: El Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-3.19 111 -411 511 -1211 4vFcon. SEflSC [BIR&CFs Fig. AF03 5 (Formerly Afcon Fig. 035) Model K Brace Clamp (cont.) 1 Mm. Set Screw Installation FIG. AF035: DIMENSIONS (IN) • WEIGHT_(LBS) Service Pipe Size 1 "/0N25 Brace Pipe Weight 11/4"/DN32 Brace Pipe Weight 11/2 '/DN40 Brace Pipe Weight 2"/DN50 Brace Pipe Weight 1 (DN25) 1.60 1.80 2.00 2.28 11/4(DN32) 1.68 1.88 2.08 2.36 11/2(DN40) 1.64 1.84 2.04 2.32 2 (DN50) 1.88 2.08 2.28 2.56 21/2 1.90 2.10 2.30 2.58 0N65 2.00 2.20 2.40 2.68 3 (DN80) 2.10 2.30 2.50 2.78 4 (ON100) 2.20 2.40 2.60 2.88 5 (DN125) 3.40 3.60 3.80 4.08 DN150 3.80 4.00 4.20 4.48 6 3.90 4.10 4.30 4.58 DN200 4.70 4.90 5.10 5.38 8 4.80 5.00 5.20 5.48 10 5.60 5.80 6.00 6.28 12 - 6.36 6.56 6.84 FIG. AF035 cULus MAX SEISMIC LATERAL LOADS: DIMENSIONS (IN) • LOADS (LBS) Service Brace Max Seismic Brace Load Pipe Size Pipe Size Specialty* Schedule 10 Schedule 40 1-4 (DN25-DN100) 1-2 (0N25 - DN5O) 2765 2765 2765 5 -10 (0N125-DN200) - 12 1h/4 2 3740 3740 iNiro orace ripe urmensions per Ab I M ij cn. 4U,Ab I M Pi Jb Scn. 4U, or equivalent. NPS Service Pipe Dimensions per ASTM A53, ASIM Al 06 or equivalent. ON Service Pipe Dimensions per KS 0 3507/3537 or equivalent listed with Sch. 10 loads. ON Service Pipe Dimensions per KS 0 3562 Sch. 40 or Equivalent listed with Sch. 40 loads. ON Brace Pipe Dimensions per KS 0 3562 Sch. 40 or equivalent. * Specialty pipes are commonly referred to as Sch. 7 and Flow Pipe. Please visit the UL listing on the UL website for a complete list of listed specialty pipes. PH-3.19 Fig, AF035 (Formerly Afcon Fig. 035) Model K Brace Clamp (cont.) FIG. AF035 FM MAX SEISMIC LATERAL ASD LOADS***: DIMENSIONS (IN) • LOADS (LBS) • ANGLES (DEGREES) Service Brace Pipe Max Seismic Brace Load at Brace Pipe Anqle** 30-44 45-59 60-74 75-90 Pipe Size Pipe Size Schedule 1 - (DN25 - DN40) 1 - 2 LW* _ Sch. 40 1680 2380 2920 3250 2-3 (DN5O - 0N80) LW* - Sch. 40 1800 2550 3120 3490 (DN25 - DN50) 4 (DN100) LW* _ Sch. 40 1370 1930 2370 2640 5-8 (0N125 - DN200) Sch. 10 — Sch. 40 730 1040 1270 1420 NPS Brace Pipe Dimensions per ASIM A53 Sch. 40, ASTM A106 Sch. 40, or equivalent. NIPS Service Pipe Dimensions per ASTM A53, ASTM Al 06 or equivalent. ON Service Pipe Dimensions per EN 10220, GB/T 8163, or equivalent listed with LW loads. DN Service Pipe Dimensions per GB/I 3091 GB/I 3092, EN1 0255M, EN1 0255H, KS D 3507/3537, or equivalent listed with Sch. 10 loads. ON Service Pipe Dimensions per JIS G3452, KS 0 3562 Sch. 40 or equivalent listed with Sch. 40 Loads. ON Brace Pipe Dimensions per GB/I 3091 EN1 0255H, JIS G3454 Sch. 40, KS 03562 Sch. 40, or equivalent. * Load Rating for LW above refers to FM Approved Lightwall pipe, commonly referred to as Sch. 7 and Flow Pipe. See FM Approval Guide for approved Lightwall pipe. ** Brace Pipe Angles are determined from vertical. The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be mulitplied by 1.5. PH-3.19 47FcOn. SEOSIIC BRACES JWWIL 01.1 .... -- Fige AF075 (Formerly Afcon Fig. 075) Sway Brace Swivel Attachment Size Range: Brace Pipe: 1" through 2" Sch. 40, DN25 through DN50 Anchor Size. /2 LISTED APPROVED Material: Ductile Iron Cast Hoop End with Carbon Steel Baseplate and Hardware Finish: i:i Plain or EJ Electro-Galvanized per ASTM B633 Service: A seismic swivel attachment designed to connect brace pipe to the building structure or to a seismic structural attachment. The Sway Brace Swivel Attachment rigidly braces piping systems subjected to horizontal seismic loads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). Complies with the hanging and bracing requirements listed in NFPA 13. Features: Large installation hole in the cast hoop end allows the brace pipe to pass through easily without interference , - Field adjustable design requires no threading of the brace pipe The set screw design provides a visual indication that the desired torque value has been achieved Installation Instructions: Insert anchor through the mounting hole and into the structure or seismic structural attachment. For connection to Fig. AF085, AF086, AF087, and AF779 seismic structural attachments, the bolt and nuts shall be installed wrench tight (typically finger tight plus 1/4 to 1/2 turns). For connection to concrete, wood, timber, steel, and other structures, install fasteners per the fastener manufacturer's installation instructions. Insert Sch. 40 brace pipe into the cast hoop end. The brace pipe should extend a minimum of 0.50" past the back of the cast hoop end. Torque set screw until the head bottoms out on the cast hoop end. Check the cross bolt and nut and ensure the nut is wrench tight. Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: Specify brace pipe, figure number, finish and description. Notes: Anvil International® brand bracing components are designed to be compatible ONLY with other Anvil International® brand bracing components, resulting in a Listed seismic bracing assembly. updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil international ("Anvil") does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PROJECT INFORMATION APPROVAL 1V1k'l Project: , []Approved Address: DApproved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-3.19 Set Screw Installation Fastener Hole Set Screw Fig. AF075 (Formerly Afcon Fig. 075) Sway Brace Swivel Attachment (cont.) FIG. AF075: DIMENSIONS (IN) o WEIGHT (LBS) Brace Size Fastener Size A B C D E L W Weight 1(DN25) 1/2 1.00 1.83 1.25 1.38 15A6 25A6 21/8 170 11A(DN25) 1.80 11/2(DN4O) 1.90 2 (DN50) 2.04 FIG. AF075 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) • LOADS (LBS) Brace Pipe Size Fastener Max Seismic Max Service Size I Brace Load I Pipe Size 1-2 (DN25 - DN50) 1/2 I 2015 8 NPS Brace Pipe Dimensions per ASTM A53 Sch 40, ASTM A106 Sch. 40, or equivalent. ON Brace Pipe Dimensions per KS D 3562 Sch. 40 or equivalent. FIG. AF075 FM MAX SEISMIC HORIZONTAL ASD LOADS**: DIMENSIONS (IN) • LOADS (LBS) Brace Fastener Max Seismic Brace Load at Brace Pipe Angle* Pipe Size Size 30-44 45-59 60-74 75-90 1-2 DN25-DN 1 /2 1410 2000 2450 2740 NPS Brace Pipe Dimensions per ASTM A53 Sch 40, ASTM Al 06 Sch. 40, or equivalent. ON Brace Pipe Dimensions per GB/T 3091, EN10255H, JIS 83454 Sch 40, KS D 3562 Sch. 40, or equivalent. * Brace Pipe Angles are determined from vertical. **The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. FIG. AF075 HORIZONTAL PRYING FACTORS (Pr) PER NFPA: ANGLES (DEG) Brace Orientation* A B C D E F G H I Brace Angle** 30-44 45-59 60-90 30-44 45-59 60-90 30-44 45-59 60-90 Prying Factor (Pr) 3.724 2.150 1.375 2.150 2.150 2.250 2.750 1.945 1.588 * Brace Orientation per NFPA 13-2016 Figure 9.3.5.12.1. ** Brace Pipe Angles are determined from vertical. PH-3.19 Sway Brace Swivel Attachment Fig. AF077 (Formerly Afcon Fig. 077) Size Range: Brace Pipe: 1" through 1/2" Sch. 40; Anchor Size: /2" Material: Carbon Steel Finish: iJ Plain or IJ Electro-Galvanized per ASTM B633 Service: A seismic swivel attachment designed to connect brace pipe to the building structure or to a seismic structural attachment. The Sway Brace Swivel Attachment rigidly braces piping systems subjected to horizontal seismic loads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). Complies with the hanging and bracing requirements listed in NFPA 13. Features: Field adjustable design requires no threading of the brace pipe The setscrew design provides a visual indication that the desired ® us torque value has been achieved. LISTED APPROVED Installation Instructions: Insert anchor though the mounting hole and into the structure or seismic structural attachment. For connection to Fig. AF085, AF086, AF087, and AF779 seismic structural attachments, the bolt and nuts shall be installed wrench tight (typically finger tight plus 1/4 to 1/2 turns). For connection to concrete, wood, timber, steel, and other structures, install fasteners per the fastener manufacturer's installation instructions. Insert Sch. 40 brace pipe into the bracket end. The brace pipe should extend a minimum of 0.50' past the back of the bracket. Torque set screw until the head bottoms out on the bracket. Check the cross bolt and nut and ensure the nut is wrench tight. Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: Specify brace pipe size, figure number, finish, and description. Notes: Anvil International5 brand bracing components are designed to be compatible ONLY with other Anvil International5 brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International ("Anvil") does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace® Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PROJECT lIl1k APPROVAL STAMP Project: 0 Approved Address: E] Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 FIG. AF077 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) 0 LOADS (LBS) Brace Pipe Size Fastener Max Seismic Max Service Size I Brace Load I Pipe Size 1 - 11/4 1/2 1000 4 FIG. AF077 FM MAX SEISMIC HORIZONTAL ASD LOADS**: DIMENSIONS (IN) • LOADS (LBS) Brace Pipe Size Fastener Size Max Seismic Brace Load at Brace Pipe Angle* 30-44 45-59 60-74 75-90 1 - 11/4 1/2 430 620 760 840 * Brace Pipe Angles are determined from vertical. "The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. FT1ll[1I Fig0 AF077 (Formerly Afcon Fig. 077) Sway Brace Swivel Attachment (cont.) Set Screw Fastener Hole FIG. AF077: DIMENSIONS (IN) • WEIGHT (LBS) Fastener Size Braci Size I A I B I c I D I E L I W Weight 1/2 1 1.00 1.83 1.25 1.38 1Y8 23A6 21/8 1.12 11/4 2'/16 I I I 1.28 FIG. AF077 HORIZONTAL PRYING FACTORS (Pr) PER NFPA: ANGLES (DEG) Brace Orientation* A B C D E F G H I Brace Angle** 30-44 45-59 60-90 30-44 45-59 60-90 30-44 45-59 60-90 Prying Factor (Pr) 3.724 2.150 1.375 2.150 2.150 2.250 2.750 1.945 1.588 * Brace Orientation per NFPA 13-2016 Figure 9.3.5.12.1. Brace Pipe Angles are determined from vertical. PH-1.1 8 Brackets B3069W - Welded Knee Bracket Size Range: 1/2 (15mm) thru 8' (200mm) pipe Material: Steel Function: Recommended for suspending pipe outward from mounting surface. Finish: Plain or E)ectro-Galvanized. Contact customer service for alternative finishes and materials. Note: Maximum "L" dimension 16" (406.4mm). Order By: Figure number, pipe size, (**) "L" dimension and finish Pipe Size Hole Size H Max. Rec. Load Part No. in. (mm) in. (mm) Lbs. (kN) B3069W_1/2 ** 1/2" (15) /16" (14.3) 450 (2.00) B3069W_3/4 ** 3/4" 1201 /16" (14.3) 450 (2.00) B3069W_1_** (25) /i' (14.3) 450 (2.00) B3069W_11/4_** 11/4" (32) 9/16" (14.3) 450 (2.00) B3069W_11/2_** 11/2" (40) 9/16" (14.3) 450 (2.00) B3069W_2_** (50) 9/16" (14.3) 450 (2.00) B3069W_21/2_** 21/2' (65) /16" (14.3) 450 (2.00) B3069W 3 ** 3 1801 /16 (143) 450 (200) B3069W_31/2_** 31/2" (90) /16" (14.3) 450 (2.00) B3069W.4 (100) 11/16" (17.5) 450 (2.00) B3069W5.** (125) 11/16" (17.5) 450 (2.00) B3069W_6** (150) 11/16" (17.5) 450 (2.00) B3069W_8** 8" (200) 11/16" (17.5) 450 (2.00) H I! Load based on a safety factor of 5 and reduced by 250 lbs per NFPA. ** Length to be specified as shown on the drawing. B3069E - '0" Bracket Size Range: 1/2' (15mm) thru 8" (200mm) pipe Material: Carbon Steel Function: Recommended for suspending pipe outward from mounting surface Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Note: Maximum "L" dimension 16" (406.4mm). Order By: Figure number, pipe size, (**) "L" dimension and finish Part No. Pipe Size in. (mm) Hole Size H in. (mm( Max. Rec. Load Lbs. (kN( B3069E1I2_** 1/2" (15) /16" (14.3) 65 (0.29) B3069E 3/4_** 3/4" (20) /16" (14.3) 65 (0.29) B3069E1_** (25) /16" (14.3) 65 (0.29) B3069E_11/4_** 11/4" (32) /16" (14.3) 65 (0.29) B3069E_11/2 ** 1 1/2" (40) /16" (14.3) 65 (0.29) B3069E_2** (50) /16" (14.3) 65 (0.29) B3069E.21/2 ** 21/2" (65) s/it" (14.3) 65 (0.29) B3069E3_** (80) /16" (14.3) 65 (0.29) B3069E31/2_** 31/2" (90) /16" (14.3) 65 (0.29) B3069E4_** (100) 11/16" (17.5) 65 (0.29) B3069E5_** (125) 11/16" (17.5) 65 (0.29) B3069E_6_** (150) 11/16" (17.5) 65 (0.29) B3069E_8** 8" (200) 11/16" (17.5) 65 (0.29) Load based on a safety factor of 5 and reduced by 250 lbs per NEPA ** Length to be specified as shown on the drawing. H All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 88 B-Line series Fire Protection Solutions ADJUSTABLE SWIVEL RING (LOOP/BAND) PIPE HANGERS AR CO SXNCE O8 Designed for the suspension of non-insulated stationary pipe lines. The Knurled insert nut that allows a vertical adjustment after installation, is tapped to NFPA reduced rod size standards. Material: Steel Standard Finish: Zinc Plated Approvals: Underwriters Laboratories Listed for 1/2 thru 8" IPS. Factory Mutual Class 151. 3/4 thru 8" IPS Complies with MSS SP-69 & SP-58 Type 10, and NFPA Standards. Material: Steel Standard Finish: Zinc Plated Service: Designed for suspending insulated pipe (with lining) or non-insulated oioe allowina for vertical adiustment. - STANDARD CROSS REFERENCE ITEM 4 IPS ROD SIZE _____DIMENSIONS ______ WIDTH G MAX. REC. LOAD LBS. BOX/CASE NIBCO TOLCO® ERICO® COOPER I B-LINE@ A ______ B ______ C F 2550008 1/2" 3/8 1-5/8" 2-3/16" 1-5/16" 7/8" 5/8' 400 100 021151 1150050EG 83170NF-1/2 2550009 3/4" 3/8 1-3/4' 2-3/8" 1-1/2' 15/16" 5/8' 400 100 021168 1150075EG B317ONF-3/4 2550010 1 1' 3/8 1-15/16" 2-9/16' 1-11/16" 1-1/16' 1 5/8" 400 100 11 021175 1150100EG B317ONF-1 2550011 1-1/4" 3/8 2-1/8' 2-11/16" 1-7/8" 1-1/16" 5/8' 400 100 021182 1150125EG B317ONF-1-1/4 2550012 1-1/2" 3/8 2-3/16" 2-13/16" 2" 1-1/16" 5/8' 400 100 021199 1150150EG B317ONF-1-1/2 2550013 3/8 2-7/16" 3-1/8" 2-3/16" 1-1/16" 5/8" 400 100 021205 1150200EG B317ONF-2 2550014 2-1/2" 3/8 3-5/8" 4-3/16" 3-3/8' 1-15/16" 7/8" 600 50 021212 1150250EG B317ONF-2-1/2 2550015 3/8 3-15/16" 4-1/2" 3-5/8" 1-7/8" 7/8" 600 50 021229 1150300EG B317ONF-3 2550016 1 4" 3/8 4-7/16" 5-1/8" 4-1/4" 2-1/16" 7/8" 1000 25 021243 1150350EG B317ONF-4 2550017 1/2 5-5/16" 6-1/8" 5-1/16" 2-1/4" 7/8" 1250 20 021250 1150400E0 B317ONF-5 2550018 1/2 6-1/16" 6-1/2" 5-7/16" 2-1/8" 7/8" 1220 15 021267 1150450EG B317ONF-6 2550019 8" 1/2 7-9/16" 7-15/16"16-13/16 2-1/2" 7/8" 1250 10 021274 1150500EG I B317ONF-8 U 4m, 7 Hanger Inserts Replacement knurled nut for loop hangers. Item # 2550021:1/2" to 4" Item # 2550022: 5" to 8" Surge Clip Grips Ring Hanger, Not the nut and restricts upward movement of acuated fire system. Zinc plated carbon steel. Item 4 2550000: Fits 1/2" thru 2" pipe. System No. Location Spec Section Paragraph Submitted By Date [Proved Date ARGCO.com 'ACO Updated 6/05/2019 © ARGCO SWIVEL RING (LOOP/BAND) PIPE HANGERS rAAR C 0 RUBBER & FELT LINED Qj SINCE Designed for the suspension of non-insulated stationary pipe lines. Features a has a layer of rubber or felt which separates the pipe from the hanger to reduce vibration and sound. APPROVALS: Complies with Federal Specifications A-A-1 192A (Type 7) and Manufacturers' Standardization Society ANSI/SP-69 and SP-58 (Type 7). MATERIAL: Low carbon steel RUBBER LINED Advantages: *Corrosion resistant 'Vibration control 'Sound insulation 'Won't slip out FELT LINED Advantages: 'Vibration control 'Sound insulation FOR COPPER FELT-LINED CROSS REFERENCE CPS RUBBER LINED ITEM 4 FELT LINED ITEM 4 NIBCO TOLCO® ERICO® COOPER B-UNE 1/2" 2550040 2550049-1/2 026798 115050FL B317ONFF-1/2 3/4" 2550041 2550049-3/4 026804 115075FL B317ONFF-3/4 1 2550042 2550049-1 026811 115100FL B317ONFF-1 1-1/4" 2550043 2550049-1-1/4 026828 115125FL I B317ONFF-1-1/4 1-1/2" 2550044 2550049-1-1,2 026835 115150FL B317ONFF-1-1/2 2550045 2550049-2 026842 115200FL B317ONFF-2 2-1/2" 2550046 2550049-2-2/2 026859 115250FL B317ONFF-2-1/2 2550047 2550049-3 026866 115300FL B317ONFF-3 2550048 2550049-4 026873 115400FL B317ONFF-4 - 2550049-5 026880 11500FL B317ONFF-5 - 2550-049-6 026897 115600FL B317ONFF-6 8" - 2550049-8 026903 115800FL B317ONFF-8 System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com 'AGCO Updated 7/27/2017 © ARGCO I ADJUSTABLE SWIVEL RING (LOOP/BAND) PIPE HANGERS "AR' C 0 LE©J Hanger Inserts Replacement knurled nut for loop hangers Item #2550021: 1/2" to 4" Item # 2550022: 5" to 8" Surge Clip Grips Ring hanger, not the nut and restricts upward movement of actuated fire system Carbon steel construction item #2550000: One size fits 1/2" thru 2" pipe System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com Updated 7/27/2017 © ARGCO ARGCQ *flGCD.tn1 000-es4-no,o Fig. 200S Fin. 200 - I'M mline" Adiustahie Rand Hanner Unnnr B-Line Fin R17flNP ®TOL1CO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut c®u$ USTED Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-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" (15mm) thru 2" (50mm)) 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 easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts r in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Fig. 200C 44 Fig. 200-1 to 200-2 B Fig. 200-1/2. 200-I4 Fig. 200-21/2 to 200-8 Fig. 200 Fig. 200F PartNo. 200.1/2 Pipe , 1/2" Size (15) Rod Size I /8'-16 I 31/8" A B Approx. Wt./100 11 (5.0) 200-I4 3/4" (20) /8"-16 31/8" (79.4) 21/2 (63.5) 11 (5.0) 200-1 1° (25) /811-16 3I8" (85.7) 2/8 (66.7) 12 (5.5) 200_1114 11/4" (32) /8-16 33/4" (94.0) 27/8 (73.0) 13 (5.9) 200_1112 11/2" (40) /811-16 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200-2 2' (50) /811-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200_21/2 21/2 (65) /8"-16 5/" (142.9) 41/8 (104.7) 27 (12.3) 200-3 3" (75) /81 -16 5/8" (149.1) 4" (101.6) 29 (13.3) 200.31 /2 31/2 (90) /811-16 - 7 /8 (187.3) 51/4' (133.3) 34 (15.6) 200-4 4" (100) /811-16 7/" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"13 91/8 (231.8) 61/4" (158.7) 66 (30.2) 200-6 6" (150) 1/2"13 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"_13 131/8" (333.4) 1 93/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COO B-Line Fig. 4LA - Longitudinal "In-Line" Sway Brace Attachment Size Range: 1" (25mm) through 12" (300mm) (Ps. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 1(25mm) through 10" (250mm) pipe. For FM Approval information refer to page 47B. Installation Instructions: Fig. 4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be combined with the "bracing member" and Cooper B-LinelrOLCO transitional attachment and structural attachment to form a complete bracing assembly. For fire sprinkler applications NFPA 13 guidelines should be followed. To Install: Place the Fig. 4LA pipe clamp component over the pipe to be braced and tighten down the break-off nuts until the hex head portion breaks off to verify correct installation torque. Next engage brace member (pipe or strut) with jaw component and tighten break-off head bolt until the hex head breaks off to verify correct installation torque. Pivot jaw for correct angle and attach to structure using Cooper B-Line/TOLCO brand transitional attachment and structural attachment. Finish: Plain or Electro-Galvanized. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. ®,roLco' C@ us USTED LK ))) 4LA-1 thru 4LA-4 C A 4LA-5 thru 4LA-12 Part ___I Pipe Size i:i A C D Bolt Size UL Max. Longitudinal Rec. Load & Lateral Approx. wt./100 1i54.0) 4LA 11/4 11/4 (32) 329/32 (99.3) 1 /8 (35 3) 1 /8 (35.3) /8 16 1000 (4.45) 123 (558) 4LA-11/2 11/2 (40) 4/32" (1057) 11/2 (38.5) 11/2 (38.5) /8"-16 1000 (4.45) 127 (57.6) 4LA-2 2" (50) 511/32 (135.6) 21/32 (51.9) 21/16 (51.9) I8"-16 1000 (4.45) 142 (64.4) 4LA-21/2 21/2 (65) 527/32" (148.7) 25/16 (58.5) 2/16" (58.5) /8"-16 1000 (4.45) 173 (78.5) 4LA -3 3 (80) 61/2 (1649) 2/8 (666) 2/8 (666) /8 16 1000 (445) 187 (848) 4LA-31/2 31/2 (90) 7.407 (188.1) 2/8" (73.1) 2/8" (73.1) /8"-16 1000 (4.45) 198 (89.8) 4LA-4 4' (100) 713/32" (190.8) 31/8" (79.5) 31/8 ' (79.5) /8"-16 1000 (4.45) 209 (94.8) 4LA-5 (125) 8/4" (222.3) 3/8" (92.1) 3/8" (92.1) 1/2"..13 1600 (7.12) 298 (135.2) 4LA-6 (150) 10/8" (269.9) 4/16" (115.9) 4/1" (115.9) 1/2".13 1600 (7.12) 521 (236.3) 4LA-8 8" (200) 1213/16" (325.5) 5/16" (143.7) 521/32" (143.7) 1/2"13 2015 (7.12) 629 (285.3) 4LA-10 10" (250) 161/2' (419.1) 71/4" (184.2) 71/4" (184.2) 1/2"13 2765 (8.96) 1320 (598.7) 4LA-12 12" (300) 181/2" (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"13 -- -- 1496 (678.6) 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. Fig. B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) Ø'OLICO Fig. B3205L - Threaded Rod (right & left hand threads) Size Range: I8"-16 thru 3-4 rod TL TL Specify Length Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also TL available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Thread Size Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part Ic. B3205-3/8 x ILI Thread Size /8°-16 Thread I 21/2" Standard II (63.5) ' 730 Design (3.25) I Load 572 (2.54) I B3205-112 XL 1/7°3 21/2" (63.5) 1350 (6.00) 1057 (4.70) I B3205-518 x 'L' /811-11 21/2' (63.5) 2160 (9.61) 1692 (7.52) I B3205-3/4 x 'L /4"-10 3" (76.2) 3230 (14.37) 2530 (11.25) I B3205-7/8 x 'L' /811-9 31/2 (88.9) 1 4480 1 (19.93) 3508 1 (15.60) For larger sizes consult full line pipe hanger catalog. Fig. ATR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: /8"-16 thru 11I2°6 rod in 10' (3.05m) lengths Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Note: Fig. 99 is cut to length all threaded rod. Fig. 100 is full length. Part No. ATR 1/4" XL Threads 20 Recommended 240 Load (1.07) Approx. Wt./100 12 Ft. I (544) AIR /8" x '1' 16 730 (3.24) 29 (13.15) AIR 1/2" X '1' 13 1350 (6.00) 53 (24.04) AIR /8" x 11 2160 (9.60) 89 (40.37) AIR 3/4" x '1' 10 3230 (14.37) 123 (55.79) AIR /8" x'L' 1 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. OOER B-Line Fig. 909 - No-Thread Swivel Sway Brace Attachment Size Range: 1 (25mm) bracing pipe. For brace pipe sizes larger than 1 "(25mm), use Fig. 980. Available with holes for 3,"-1 6 thru /4"-10 fastener attachment. Material: Steel, hardened cone point set bolt Function: The structural component of a sway and seismic bracing system 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. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note: Fig. 909 is used in conjunction with the Fig. 1000, Fig. 1001, Fig. 4A or Fig. 4L or other approved TOLCO attachment to pipe, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Installation Instructions: Fig. 909 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-LineITOLCO "braced pipe" attachment, Fig. 1000, 1001, 4A, or other approved TOLCO attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until the head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, fastener attachment size and finish. Set I lnclu TOLCO c®Us USTED Bolt A ided Mounting Hardware Is Not Included 11 Other hole sizes are available, consult factory. * Standard size. 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. OO Hi B-Line ®lroLccr () us LISTED UL Listed Design Load Sch. 7 - 1600 lbs. (7.11kN) Sch. 10 & 40w/1" (25mm) Brace Pipe 2015 lbs. (8.96kN) Sch. 10 & 40 w/11/4" (32mm) Brace Pipe 2765 lbs. (12.30kN) Fig. 1001 -Sway Brace Attachment Size Range: Pipe size to be braced: 21&" (65mm) thru 8" (200mm) IFS. * 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 IFS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. 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: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 65. 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 UL Listing requires that Fig. 1001 must be used only with other Cooper 8-Line/TOLCO bracing products. Pipe Size I 21/2 ' (65) Part Number & Approx. Wt./100 1I1j Brace Pipe 11/4" (32mm) 1001_21/2 X 138.6 (62.8) 100i-2I2 X 11/4 Brace Pipe 160.4 Load (72.7) Design UL (80) 1001 -3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) UL (100) 1001-4 Xi 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) UL 6" (150) 1001-6 Xi 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) UL 8" (200) 1001-8 X 1 217.4 (98.6) 1001 -8 X 11/4 238.8 (108.3) UL See load ratings in UL Listed 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. / All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. OOER B-Line DEWALT EIGR&ffRU i?owew SECTION CONTENTS General Information.........................1 Material Specifications...................2 Installation Instructions..................2 Installation Specifications..............2 Reference Data (ASD) ...................... 3 Strength Design (SD).......................4 Ordering Information.......................7 WOOD-KNOCKER 11+ FORM INSERT ANCHOR MATERIALS Carbon Steel and Engineered Plastic ROD/ANCHOR SIZE RANGE (TYP.) 1/4" to 3/4" threaded rod for Wood-Knocker Concrete Inserts SUITABLE BASE MATERIALS Normal-weight Concrete Lightweight Concrete CODE LISTED Icc-Es_ESR-3657 CONCRETE I1Y GENERAL INFORMATION GENERAL INFORMATION WOOD-KNOCKER®Oi. Concrete Inserts PRODUCTIDESCRIPTION Wood-Knocker II concrete inserts are specifically designed to provide hangar attachments for mechanical, electrical, plumbing (MEP) and fire protection. Wood-Knocker 11+ concrete inserts are installed onto forms used to support newly poured concrete floor slabs, roof slabs or walls. When the forms are stripped, the color-coded flange is visibly embedded in the concrete surface. The inserts allow the attachment of steel threaded rod or threaded bolts in sizes ranging from 1/4" to 3/4" in diameter, including a 3/8-1/2 multi insert. The hex impact plate offers resistance to rotation within the concrete as a steel threaded rod or threaded bolt is being installed. GENERAL APPLICATIONS AND USES Hanging Pipe and Sprinkler Systems • Mechanical Unit Overhead Utilities HVAC Ductwork and Strut Channels • Conduit and Lighting System CD 0 • Suspending Trapeze and Cable Trays • Seismic Loading and Cracked Concrete CD CD FEATURES AND BENEFIITS + Fast and simple to install, low installed cost Z + Color coded by size for simple identification O + Wood-Knocker 11+ can be installed in form pours only 3.5" thick + Hex head does not rotate when set + Insert design allows for full thread engagement + All sizes suitable for tension and shear loading APPROVALS AND LISTINGS + • International Code Council, Evaluation Service (ICC-ES), ESR-3657 for concrete - approved for seismic and wind loading Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, and 2009 IRC Tested in accordance with ASTM E488 and ICC-ES AC446 for use in concrete under the design provisions of ACI 318 (Strength Design method) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete Underwriters Laboratories (UL Listed) - File No. EX1289, see listing for sizes. Also UL listed and recognized for use in air handling spaces. FM Approvals (Factory Mutual) - File No. J.l. 3059197 GUIDE SPECIFICATIONS CSI Divisions: 03 15 19 - Cast-In Concrete Anchors and 03 16 00 - Concrete Anchors. Concrete inserts shall be Wood-Knocker 11+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. 3 DEWALT EEDIEIE) ay-?owers MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS Wood-Knocker 11+ I Anchor component I component Material Insert Body AlSI 1008 Carbon Steel or equivalent I Flange Engineered Plastic I Zinc Plating ASTM B 633 (Fe/Zn5) I Mm. plating requirements for mild service condition Material Pronerties for Threaded Rod I Steel Description I I Steel Specification I Rod Diameter I Onch) I Minimum Yield Strength, I t (ksl) I Minimum Ultimata Strength, I I L (ksl) I Standard carbon rod A 36 or A 307, Grade C 1/4 to 3/4 36.0 58.0 I High strength carbon rod A 193, Grade B7 1/4 to 3/4 105.0 125.0 INSTALLATION INSTRUCTIONS Installation Instructions for Wood-Knocker 11+ Position Drive Prepare Attach Step 1 Step 2 Step 3 Step 4 Position insert on - " 'y Drive insert lead . •'. , After formwork After concrete / formwork plastic down until head . ' ', -. ' removal, remove pour and cure, contacts plastic (or mount/screw ary (e.g. steel element (rod/ down dooil nails/screws 4_4 mly pushing r 1eaded rod through . . ' plastic center to puncture thread seal, Attach fixture as applicable (e.g. seismic brace). INSTALLATION SPECIFICATIONS FTi flT- 1 (11 11 rnTz] i.l IRS IMEN Wood-Knocker 11+ WOOD KNOCKER J\ ' WOOD KNOCKER 7 Thread Size \ 0.75" Thread Size Marking Marking Dimension Notation Nominal Rod/Anchor Size 1/4" 3/8" 3/8" & 1/2" Multi 1/2" 5/8" 3/4" Thread Size, UNC - 1/4-20 3/8-16 3/8-16 1/2-13 1/2-13 5/8-11 3/4-10 Approx. Internal Thread Length (in.) - 3/8 5/8 9/16 9/16 11/16 15/16 1-1/8 Approx. Internal Thread Standoff from Plastic Sleeve Bottom, after setting (in.) - 3/8 3/8 15/16 3/8 ________ 3/8 _______ 3/8 _______ 3/8 Plastic Sleeve Flange Dia. (in.) dpi 2-3/8 2-3/8 2-3/8 2-3/8 2-3/8 2-3/8 Plastic Sleeve Flange Thickness (in.) - 3/16 3/16 3/16 3/16 3/16 3/16 Overall Length, after setting (in.) 2 2 2 2 2 2 Break-Off Nail Length (in.) f 3/4 3/4 1 3/4 3/4 3/4 3/4 Steel Head Plate Thickness (in.) 61/8 1/8 1 1/8 1/8 1/8 1/8 El ICE DATA (ASD) REFERENCE DATA (ASD) Ultimate and Allowable Load Capacities for Wood-Knocker 11+ Inserts Installed in PIonnal-Weight Concrete',',' DEWALT EIIGLNrnenDT-?Owers- 101 Minimum Concrete Compressive Strength (fc) Re dfi 11:::t Nominal Embedment Insert Edge 3, psi 4,500 psi Ultimate Load Allowable Load In. Ultimate Load Allowable Load Diait Depth h Spacing in. Distance In. Tension Shear Tension Shear Tension Shear Tension Shear lbs. lbs. His. His. lbs. lbs. His. His. 1/4 2 6 6 3,720 1,490 1,240 495 4,250 1,610 1,415 535 3/8 1 2 6 6 4,820 5,330 1,605 1,775 7,190 5,620 2,395 1,875 1/2 2 6 6 4,820 7,400 1,605 2,465 7,190 8,590 2,395 2,865 5/8 2 6 6 4,650 11,360 1,550 3,785 7,350 13,010 2,450 4,335 3/4 2 6 6 4,650 11,360 1,550 3,785 7,350 14,590 2,450 4,865 Allowable load capacities listed are calculated using an applied safety factor of 3.0. The allowable working load must be the lesser of the insert capacity or the steel strength of the threaded rod. Linear interpolation may be used to determine ultimate buds for intermediate compressive strengths. Ultimate and Allowable Load Capacities for Wood-Knocker 11+ Inserts Installed in Sand-lightweight Concrete'-' __ 00", Rod/Insert Nominal ft> 3,000 psi Ultimate Load Allowable Load Diameter Embedment Depth Insert Spacing Edge Distance it In. h in. In. Tension Shear Tension Shear In. His. lbs. His. His. 1/4 2 6 6 3,570 1,380 1,190 460 3/8 2 6 6 4,270 5,280 1,425 1,760 1/2 2 6 6 4,270 7,180 1,425 2,395 5/8 2 6 6 4,600 7,590 1,535 2,530 3/4 2 6 6 4,600 1 7,590 1 1,535 1 2,530 Allowable load capacities listed are calculated using an applied safety factor of 3.0. The allowable working load must be the lesser of the insert capacity or the steel strength of the threaded rod. For 1/4", 3/8" and 1/2" diameters: When the inserts are spaced 3" center-to-center the inserts allowable tension capacity must be reduced by 25 percent and the allowable shear capacity reduced by 15 percent. When the inserts have a 3" edge distance the inserts allowable tension capacity does not require a reduction and the allowable shear capacity must be reduced by 40 percent. ;'. ,,-. •.-. ,, .y 2" 3-1/2", - ' / M\_ Wood-Knocker Insert (Typ) Threaded Rod (Typ) Allowable Steel Strength for Threaded Rod Anchor Diameter it In. Nominal Area of Rod in. Allowable Tension Allowable Shear ASTM A36 lbs. ASTM A307 Grade C His. ASTM A193 Grade B7 HIS. ASTM A36 lbs. ASTM A307 Grade C His. ASThI A193 Grade 07 His. 1/4 0.0491 940 940 2,160 485 485 1,030 3/8 01104 2,115 2,115 4,375 1,090 1,090 2,255 1/2 0,1963 3,755 3,755 7,775 1,940 1,940 4,055 5/8 0.3068 5,870 5,870 12,150 3,025 3,025 1 6,260 3/4 0.4418 8,455 8,455 17,495 4,355 4,355 9,010 Allowable tension = L (Atm) (0.33); Allowable shear = f (,,,) (0.17) mmumm By OWerr STRENGTH DESIGN (SD) STRENGTH DESIGN (SI Wood-Knocker 11+ Insert Desian Information 1,2.3,4,5.6,7,8 Design Inlomiatlon Symbol Units 1/4-Inch 3/8-inch 1/2-Inch 5/84nch 3/44nch Insert O.D. d (d0) in. 0.7 0.7 0.7 1.0 1.0 (mm) (18) (18) (18) (25) (25) Insert head net bearing area in' 1.20 1.20 1.20 1.30 1.30 (mm') (762) (762) (762) (839) (839) Effective embedment depth h, in. 1.75 1.75 1.75 1.75 1.75 (mm) (45) (45) (45) (45) (45) Minimum member thickness hwn - 3.5 3.5 3.5 3.5 3.5 (89) (89) (89) (89) (89) Effectiveness factor for cracked concrete k - (SI) 24 (10) 24 (10) 24 (10) 24 (10) 24 (10) Modification factor for tension strength in uncracked concrete 'I"c,w - 1.25 1.25 1.25 1.25 1.25 Nominal tension strength of single insert as governed by steel strength lb 10,270 10,270 9,005 12,685 12,685 )kN) (45.7) (457) (401) (564) (564) Nominal tension strength of single insert as governed by steel N,a 'n,ertw lb 10,270 10,270 9,005 12,685 12,685 strength, for seismic loading )kN) (45.7) (45.7) (40.1) (56.4) (56.4) Nominal steel shear strength of single insert lb 7,180 7,180 7,180 9,075 )kN) 9,075 (31.9) (31.9) (31.9) (40.4) (40.4) Nominal steel shear strength of single insert, for seismic loading Vesrt.w lb 7,180 7,180 7,180 9,075 9,075 )kN) (31.9) (31.9) (31.9) (404) (404) For SI: 1 inch = 25.4 mm, 1 inch' = 635 mm', 1 pound = 0.00445 kN, 1 psi = 0.006895 MPa. For pound-inch unit: 1 mm = 0.03937 inches. Concrete must have a compressive strength Ic of 2,500 psi minimum. Design of headed cast-in specialty inserts shall be in accordance with the provisions 01 ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0 for cast-in headed anchors. Strength reduction factors (a) for the inserts are based on ACI 318-14 17.3.3 or ACI 318-11 0.4.3 for cast-in headed anchors, Condition B is assumed. Strength reduction factors for load combinations in accordance with ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 governed by steel strength of the insert are taken as 0.65 for tension and 0.60 for shear; values correspond to brittle steel elements. The value of a applies when the fund combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used in accordance with ACI 318-14 17.3.3 or ACI 318-11 D.4.3. If the load combinations 01 ACI 318-11 Appendix C are used, then the appropriate value of a must be determined in accordance with ACI 318-11 D4.4. The concrete tension strength of headed cast-in specialty inserts shall be calculated in accordance with ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. Insert O.D. is the outside diameter of the headed insert body. Only the largest size of threaded rod or bull for the 3/8 & 1/2 inch multi insert must be used for applications resisting shear loads. Minimum spacing distance between anchors and minimum edge distance for cast-in Wood-Knocker fl-i- anchors shall be in accordance with ACI 318-14 17.7 or ACI 318-11 D.8. B. The strengths shown in the table are for inserts only. Design professional is responsible for chucking threaded rod or bolt strength in tension, shear, and combined tension and shear, as applicable. Sue Steel Design Information table for common threaded rod elements. Wood-Knocker 11+ Insert Installed in Soffit of Form Pour Concrete Floor and Root Assemblies ,,- Normal Weight Concrete / Or Lightweight Concrete / (Minimum 2,500 PSI) P26 '', 6>6 '', '', v:•6 '. v>, ', t>, '', Thick iv[ Jhef flUJ \ Wood-Knocker/ Insert (Typ) 6 + DEWALT I STREN-GTH DESIGN (SD) ENmESHED sy?owers- Snecifications And Physical Pronerties Of Common Carbon Steel Threaded Rod Elements' Min. Specified Ultimate Mm. Specified Yield F Elongation Reduction Related Nut Threaded Rod Specification Units Strength, Strength - Minimum Of Area Specification' F 0.2 Percent Offset, F, F Percent' Mm. Percent ASTM A36/A36M2 and psi 58,000 36,000 61 23 40 ASTM A194/1 1`15542 Grade 36 (MPa) (400) (248) (50 for A36) A563 Grade A Carbon ASTM F15543 psi 125,000 105,000 1.19 15 45 Steel Grade 105 (MPa) (862) (724) ASTM A194 / ASTMA193/A193M' psi 105,000 1.19 A563 Grade DH125,000 16 50 Grade B7 (MPa) (860) (720) For SI: 1 inch = 25.4 mm, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.03937 inch, 1 MPa = 145.0 psi. Inserts may be used in conjunction with all grades of Continuously threaded carbon steels (all-thread) that comply with code reference standards and that have thread characteristics comparable with ANSI 81.1 UNC Coarse Thread Series. Standard Specification for Carbon Structural Steel. Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength, Standard Specification for Alloy-Steel and Stainless Steel Bulling Materials for High Temperature or High Pressure Service and Other Special Purpose Applications. Based on 2-inch (50 mm) gauge length except ASTM A193, which are based on a gauge length of 4d (d). Where nuts are applicable, nuts of other grades and style having specified proof loud stress greater than the specified grade and style are also suitable. Steel Desian Information For Common Threaded Rod Elements Used With Cnneretit losers °34 (9 Design Information Symbol Units 1/4-Inch 3/8-Inch 1/2-inch 5/8-Inch 3/4-Inch Threaded rod nominal outside diameter drou in. 0.250 0.375 0.500 0.625 0.750 (mm) (6.4) (9.5) (12.7) (15.9) (19.1) Threaded rod effective cross-sectional area Ase in 0.032 (21) 0.078 (50) 0.142 (92) 0.226 (146) 0.335 (21.6) Nominal tension strength of ASTM A36 threaded rod as Nsa.roouua lb 1,855 4,525 8,235 13,110 19,430 governed by steel strength (kN) (8.2) (20.0) (36.6) (58.3) (86.3) Nominal seismic tension strength of ASTM A36 threaded N "°°n lb 1,855 4,525 8,235 13,110 19,430 rod as governed by steel strength (kN) (8.2) (20.0) (36.6) (58.3) (86.4) Nominal tension strength of ASTM Al 93, Or. B7 threaded N 52,,02,B7 lb 4,000 9,750 17,750 28,250 41,875 rod as governed by steel strength (kN( (17.7) (43.1) (78.9) (125,7) (186.0) Nominal seismic tension strength of ASTM Al 93, Or. B7 Nsajo,.eq lb 4,000 9,750 17,750 28,250 41,875 threaded rod as governed by steel strength (kN) (17.7) (43.1) (78.9) (125.7) (186.0) Nominal shear strength of ASTM A36 threaded rod as Vsa.ro&ne lb 1,115 2,715 4,940 7,865 11,660 governed by steel strength (kN) (4.9) (12.1) (22.0) (35.0) (51.9) Nominal seismic shear strength of ASTM A36 threaded V sa.rocLu3o,en lb 780 1,900 3,460 5,505 8,160 rod as governed by steel strength (kN) (3.5) (8.4) (15.4) (24.5) (36.3) Nominal shear strength of ASTM A193, Or. B7 threaded sa.1007 lb 2,385 5,815 10,640 16,950 25,085 rod as governed by steel strength (kN) (10.6) (25.9) (7.3) (75.4) (111.6) Nominal seismic shear strength of ASTM Al 93, Or. B7 sa,102.37,el lb 1,680 4,095 7,455 11,865 17,590 threaded rod as governed by steel strength (kN) (7.5) (18.2) (34.2) (52.8) (78.2) For Sf: 1 inch = 25.4 mm, 1 pound = 0.00445 kN, 1 in' = 645.2 mm'. For pound-inch unit: 1 mm = 0.03937 inches. Values provided for steel element material types based on minimum specified strengths and calculated in accordance with ACI 318-11 Eq. (D-2) and Eq. (0-29). t't,,.shatI be the lower of the or for static steel strength in tension: for seismic loading N52.e, shall be the lower of the or OV. shall be the lower of the u/,,.,,u or Vs,,e,,e for static steel strength in tension; for seismic loading ØVe.e5 shall be the lower of the /Vse.,i. or /,avn,eeoq. Strength reduction factors shall be taken from ACI 318-14 17.3.3 or ACI 318-11 0.4.3 for steel elements. Condition B is assumed. Strength reduction factors for load combinations in accordance with ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 governed by steel strength of the threaded rod are taken as 0.75 for tension and 0.65 for shear; values correspond to ductile steel elements. The value 010 applies when the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used in accordance with ACI 318-14 17.3.3 or ACI 318-11 0.4.3. If the toad Combinations of ACI 318-11 Appendix Care used, then the appropriate value of o must be determined in accordance with ACI 318-11 04.4. 7 WALT EplenIEsiIEoBy-?owers- STRENGTH DESIGN (SD) Tension and Shear Design Strengths for Wood-Knocker 11+ Insert Installed in the Soffit of Form Poured Concrete and Roof Assemblies - Uncracked Concrete' 2,3,4,5,6 Nominal Anther Diameter he 4 Minimum Concrete Compressive Strength f'c = 3,000 psi f'c = 4,000 psi fc = 6,000 psi Tension (lbs.) Shear (lbs.) 4rvn(in Tension (lbs.) Shear (lbs.) ON? Tension (lbs.) On Shear (lbs.) 1/4 1-3/4 2,665 2,420 3,075 2,795 3,765 3,425 3/8 1 1-3/4 1 2,665 2,420 3,075 2,795 3,765 3,425 1/2 1-3/4 2,665 2,420 3,075 2,795 3,765 3,425 5/8 1-3/4 2,665 2,665 3,075 3,075 3,765 3,765 3/4 1-3/4 2,665 2,665 3,075 3,075 3,765 1 3,765 - Anchor PulloutlPryout Strength Controls 0 - Concrete Breakout Strength Controls I - Steel Strength Controls Tension and Shear Design Strengths for Wood-Knocker 11+ Insert Installed in the Soffit of Form Poured Concrete and Roof Assemblies - Cracked Concrete' 2,3,4,5,6 DepthDiameter he Nominal Anchor fc (In.) Minimum Concrete Compressive Strength Embed' = 3,000 psi Ic = 4,000 psi f'c = 6,000 psi 4rtn Tension (lbs.) OVn Shear (lbs.) ONn Tension (lbs.) on Shear (lbs.) 4in Tension (lbs.) ç5vn Shear (lbs.) 1/4 1-3/4 2,130 1,730 2,460 2,000 3,015 2,445 3/8 1-3/4 2,130 1,730 1 2,460 2,000 3,015 2,445 1/2 1 1-3/4 2,130 11730 2,460 2,000 1 3,015 1 2,445 5/8 1-/4 2,130 2,130 2,460 2,460 3,015 3,015 3/4 1-3/4 2,130 2,130 2,460 2,460 3.015 3,015 0 - Anchor Fullout/Pryout Strength Controls El - Concrete Breakout Strength Controls I - Steel Strength Controls Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = han, and with the following conditions: - cat is greater than or equal to the critical edge distance, cac. - Ca2 is greater than or equal to 1.5 times cat. Calculations were performed following methodology in ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. The load level corresponding to the failure mode listed [steel strength of insert (N,rtse, concrete breakout strength, or pryout strength] must be checked against the tabulated steel strength of the corresponding threaded rod type, (6,02, V0u), the lowest load level controls. Strength reduction factors shall be taken from ACI 318-14 17.3.3 or ACI 318-11 D.4.3 for cast-in headed anchors. Condition B is assumed. Strength reduction factors for load combinations in accordance with ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 governed by steel strength of the insert are taken as 0.70 for tension and 0.60 for shear; values correspond to brittle steel elements. Tabular values are permitted for short-term static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318-14 Chapter 17 or ACI 318-11 Appendix D and information contained in this product supplement. For other design conditions including seismic considerations please see ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. tension anu snear Design strengtte 01 Steel Elements (Steel Strength)t234 Nominal Rod Diameter Steel Elements - Threaded Rod ASTMA36 and ASTM F1554 Grade 36 I ASTM A193 Grade 67 and ASTM F1554 Grade 105 (bNaaaati Tension (lbs.) I d$Jaoa I ear (lbs.) I Tension I I (lbs.) I )Nsa,oa I 011- bear (lbs.) (In. or No.) 1/4 3,000 1,550 -1/2 1; liL 7,315 3,780 0 13,315 6,915 5/8 9,835 5,115 21,190 11,020 3/4 14,550,-_._....... , aM. 16,305 - Steel Strength Controls 1. Steel tensile design strength according to ACI 318 Appendix B and ACI 318 Chapter 17, ON.= 0. A.a • baa The tabulated steel design strength in tension for the threaded rod must be checked against the design strength of the steel insert, concrete breakout and pullout design strength to determine the controlling failure mode, the lowest load level controls. Steel shear design strength according to ACI 318 Appendix Band AD 318 Chapter 17, ON. = .0.60 • Au • I. The tabulated steel design strength in shear for the threaded rod west be checked against the design strength of the steel insert, concrete breakout and pryost design strength to determine the controlling failure mode, the lowest load level controls 8 Cat No. Descdptlon Color Code Std. Box PFM2521100NN 1/4 Wood-Knocker 11+ Insert with no nails Brown 100 PFM252115ONN 3/8' Wood-Knocker 11+ Insert with no nails Green 100 PFM2521200NN 1/2' Wood-Knocker 11+ Insert with no nails Yellow 100 PFM2521250NN 5/8' Wood-Knocker 11+ Insert with no nails Red 100 PFM2521300NN 3/4' Wood-Knocker 11+ Insert with no nails Purple 100 PFM2521350NN 3/8-1/2" Wood-Knocker 11+ Multi Insert with no nails Gray 100 Wood-Knocker 11+ Form Inserts with no nails most be mount/screwed to the concrete form work (screws not included). ':4 ORDERING INFORMATION :%~ ORDERING INFORMATION Wood-Knocker°ll+ Form Insert (UNC) Cat No. Descdption Color Code Std. Box PFM2521100 1/4 Wood-Knocker 11+ Insert Brown 100 PFM2521150 3/8' Wood-Knocker 1+ Insert Green 100 PFM2521200 1/2' Wood-Knocker 11+ Insert Yellow 100 PFM2521250 5/8' Wood-Knocker 1k- Insert Red 100 PFM2521300 3/4' Wood-Knocker 11+ Insert Purple 100 PFM2521350 3/8-1/2' Wood-Knocker 11+ Multi Insert Gray 100 Threaded Inserts are color coded to easily identify location and diameter of the internally threaded coupling, allowing multiple trades on the same job to suspend their systems with various size steel threaded rods. WoodKnockerwll+ Form Insert (UNC1 with no nails cleieaxxn BY?owers- I 6).- SIGNS. AUJOIATIC$ RIM Kj.EH, $HTOFF VALVE PATTD FT OPPOSITE ThIS J1H ARE'Sf R, [RISER INSi.DEj 12 Accessories Fire Sprinkler Accessories Sprinkler Identification Signs FPPI's Sprinkler Identification Signs are manufactured of aluminum, painted white then printed with "fade resistant" red ink. Each sign is drilled for easy installation and is plastic coated to prevent scratching of finish during shipment and final installation. Designed in accordance with NFPA requirements. 02-002-00 Blank Sign w/border 6" x 2" 100 02-006-00 Air Control 611 x 2" 100 02-010-00 Air Line 6" x 2" 100 02-014-00 Alarm Line 6" x 2" 100 02-018-00 Alarm Test 6" x 2" 100 02-022-00 Anti-Freeze System - 6" x 2" 100 02-023-00 Anti-Freeze System 5" x 7" 100 02-024-00 Auto Sprinkler Shut-Off 12" x 10" 100 02-026-00 Auxiliary Drain 6" x 2" 100 02-034-00 Control Valve 6' x 2" 100 02-036-00 Control Valve x 6" 100 02-037-00 Control Valve x 7" 100 02-038-00 Control Valve 9" x 7" - 100 :02-042-00 Drain x 2' 100 02-046-00 Drain Valve - 6" x 2" 100 02-049-00 Drum Drip 6" x 2" 100 02-050-00 Dry Standpipe 6" x 2" 100 02-051-00 Fire Dept. Connection 6" x 2" 100 02-052-00 FDC w/ Arrow Label 12"x 10" 100 30 02-053-00 Excess Pressure Pump 6" x 2" 100 02-054-00 Entire System 6" x 2' 100 02-055-00 Fire Alarm Bell 9" x 7" - 100 02-056-00 Fire Alarm Bell Round 100 02-057-00 911 Fire Alarm Bell 7" Round 100 02-058-00 F.S. Valve Do Not Close 6" x 2" 100 02-060-00 Fire Sprinkler Riser Inside 6" x 2" 100 02-062-00 From City Main 6" x 2" 100 30 02-064-00 General Information 9" x 7" 100 02-066-00 In This Building 6" x 2" 100 02-070-00 In This Section 6" x 2" 100 02-074-00 Inspectors Test 611 x 2" 100 02-077-00 Hydraulic System x 7" 100 02-081-00 Hydraulic System 81/2" x 11" 100 02-083-00 Low Point x 2" 100 02-082-00 Main Control 6" x 2" 100 02-086-00 Main Drain 6" x 2" 100 02-091-00 Multi-use System, Warning 5" x 7" 100 F P P I Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each sign is shipped with a clear protective plastic coating which can be re- moved at time of installation. Each sign type meets or exceeds NFPA13 requirements. All signs (except 7" round) are drilled in four corners to allow for easy installation. All signs (except 7" round) may be installed with sign chain or with any fastener that is suitable for the material that the sign is being attached. The 7" round bell signs are center drilled to allow for installation directly to the bell gong assembly. Type "A" 9" x 7" Control valve signs are drilled with the same four hole pattern as Type "B" 6" x 2" signs to allow for attachment of Type "B" to Type "A". Installation Specifications Installation of aluminum signs is accomplished by several methods. The most common installation procedure is to use #16 Single Jack chain to hang the Material: .020" aluminum with sign on the area being identified. Since all of the above mentioned signs are removable plastic coating predrilled at all four corners, the last link of the chain can be opened and hooked through the top holes on the signs and hung on the appropriate valve or piping. The signs may also be fastened to a flat surface with fasteners appropriate to x 6" the base material. (The 9" x 7" Fire Alarm Bell sign must be drilled with a /8" hole x 7" if it is to be attached directly to the bell gong.) '10" 8.5" x 11" 7" Round See current catalog for a full listing of all available signs. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 © 2012 Fire Protection Products, Inc. 7).- FIRESTOP. —S 0 C Co :,- CD CD - —S 0 -4- 0 CD -I. a :. CD VI 0 0 0 C-fl CD 1 CD UI 0 C.) —S CD CD System No. C—AJ-1175 March 05, 2007 F Rating-2 Hr T Rating —0 Hr W Rating — Class I (See Item 4) FIRESTOP CONFIGURATION - B 2 SECTION A-A SECTION A-A Floor or Wall Assembly - Mill 2-1/2 in. (64 mm) thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/rn3) concrete. When Configuration A is used or when Configuration B is used in conjunction with the steel sleeve (Item IA), floor may be constructed of any 1111116 in. (152 mm) thick UL Classified hollow core Precast Concrete Units* . Wail may also be constructed of ally UL Classified Concrete Blocks*. Max diam of circular through opening is 10 in. (254 mm). See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. IA. Steel Sleeve - (Optional) - Noni 10 in. diani (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast into concrete floor or wall. Sleeve to be flush with or project max 2 in. from top surface of floor or from both surfaces of wall. As an alternate, 110111 10 in. (254 mm) diam (or smaller) sleeve fabricated from 110111 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Max annular space between pipe, conduit or tubing and edge of through opening not to exceed 1-3/8 in. (35 mm). Mill annular space between pipe or conduit and edge of through opening is in. (point contact). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: Steel Pipe - Nom 8 in. (203 11111) diam (or smaller) Schedule 10 (or heavier) steel pipe. Conduit - Noni 6 in. (152 mm) diam (or smaller) rigid steel conduit. Conduit - Nonl 4 in. (102 mm) diamn (or smaller) steel electrical metallic tubing. Iron Pipe - Noni 4 in. (102 111111) diani (or smaller) cast or ductile iron pipe. Copper Tubing - Noni 6 in. (152 mm) diani (or smaller) Type L (or heavier) copper tube. Copper Pipe - Noni 6 in. (152 mm) diani (or smaller) Regular (or heavier) copper pipe. Firestop Configuration A 3. Packing Material - Mill I in. (25 111111) thickness of tightly-packed mineral wool batt nlaterial used as a permanent form. Packing material to be recessed from top or bottorn surface of floor or from either surface of solid concrete wail as required to accommodate the required thickness of caulk fill material (Item 4). When wall is constructed of concrete block, packing material is to be installed on both sides of wall assembly. When precast 110110w core floor is used, packing material must be installed on bottom surface of floor. 4. Fill,Void or Cavity Materials* - Caulk or Sealant —Applied to fill the annular space to a min depth of 1/2 in. (13 mIll) flush with the top or bottom surface of tIle floor or either surface of the solid concrete wall. A miii 1/4 in. (6 mm) diani bead of caulk shall be applied to tIle floor or wall surface where the pipe, conduit or EMT is installed in point contact with the edge of the through opening. When wall is constructed of concrete block, caulk to be installed symmetrically on both sides of wall assembly. When precast hollow core floor is used, caulk fill material must be installed on bottom surface of floor. 3M COMPANY - CP 25 WB+ or FB-3000 WT. (Note: W Rating applies only when FB-3000 WT is used flush with the top surface of floor.) Firestop Configuration B Packing Material - Polyethylene backer rod or ioiii 1111. (25 111111) thickness of tightly-packed mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed 111111 1/2 in. ( 13 111111) from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of caulk fill material (Item 4). Fill, Void or Cavity Materials* - Caulk or Sealant —Applied to fill the annular space to a rnin depth of 1/2 in. (13 111111) flush with the top surface of the floor or both surfaces of the wall. A olin 1/4 in. (6 111111) diani bead of caulk shall be applied to the floor or wall surface where the pipe, conduit or EMT is installed in point contact with the edge of the through opening. 3M COMPANY— CP 25WB+ or FB-3000 WT. (Note: W Rating applies only when FB-3000 WT is used.) *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UI. Fire Resistance Directory. c®us 3M Fire Protection Products ProductSuppaii Line: 1800-328-1687 - www.3m.com/firestop CAJ 11 75 • 1 of 1 Choose option 4 for FAX ON DEMAND — :3- -' 0 C CU :3— CD :3 CD —' Q 0 :3 CA Z 0 CD -I. a :. CD N) 0 0 0 (n CD CD CA C) 0 :3 r.J —, CD —'- CD U UI' I System No. C-AJ-2228 November 20,2009 F Ratings —2 and 3 Hr (See Item 3) T Ratings —0,2 and 3 Hr (See Item 2 and 3) W Rating—Class I (See Item 4) SECTION A-A Floor or Wall Assembly - Miii 4-112 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600 -2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Diam of opening shall be I in. (25 mm) larger than now pipe diam. See Concrete Block (CAZT) category in the Fire Resistance Directory for names of manufacturers. Steel Sleeve - (Optional) - Nom 4 in. (102 miii) diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. T Rating is Hr when sleeve is used. Through Penetrants - One nonmetallic pipe or conduit to be installed within opening. The annular space between pipe or conduit and periphery of opening or sleeve and the T Ratings for the pipes when no sleeve is used are dependent on the type of pipe and nom pipe sizes as shown in the table below. Pipe or conduit to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of nonmetallic pipes may be used: Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Rigid Nonmetallic Conduit++ - Nom 3 in. (76 mm) diam (or snialler) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). Chlorinated Polyvinyl Chloride (CPVC) Pipe - Now 3 in. (76 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process Or supply) piping systenis. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Fire Retardant Polypropylene (FRPP) Pipe - Noni 3 in. (76 mm) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Pipe Type Nom Pipe Diam, In. (mm) Annular Space In. (mm) F Rating Hr T Rating Hr Min Max A,B,C 2(51) 1/8(3.2) 1/2(13) 3 2 A,B,C 3(76) 1/4(6) 1/4(6) 2 0 D 2(51) 1/8(3.2) 1/2(13) 3 3 D 3(76) 1/4(6) 1/4(6) 2 2 E 2(51) 1/8(3.2) 1/2(13) 2 0 E 3(76) 1/4(6) 1/4(6) 2 0 3M Fire Protection Products www.3m.com/firestop CAJ2228 • 1 of 2 Product Support line 1-800-328-1687 System No. C-AJ-2228 contii,ued 4. Firestop System—The firestop system shall consist ofthe following: Fill,Void or Cavity Materials* —Wrap Strip — Nom 1/8 in. (3.2 mm) thick intumescent material supplied in 2 in. (51 mm) wide strips. Wrap strip tightly wrapped around nonmetallic pipe with continuous layers and secured with two 1/4 in. (6 mm) wide bands of filament tape placed 1/2 in. (13 mm) from bottom and top of wrap strip. The layers of wrap strip and its position within the opening are dependent on the pipe size. For nom 2 in. (51 mm) diam (or smaller) pipes, one layer is required, recessed within the opening 2-1/4 in. (57 mm) from the bottom surface of the floor or both surfaces of the wall. For nom 2-1/2 and 3 in. (64 and 76 mm) diam pipes, two layers are required, recessed within the opening 1- 1/2 in. (38 mm) from the bottom surface of the floor or both surfaces of the wall. 3M COMPANY - Ultra GS Fill,Void or Cavity Materials* - Caulk or Sealant (Optional, Not Shown) - Mm 1/4 in. (6 mm) thickness of caulk or sealant applied within annular space, flush with top of floor. 3M COMPANY - CP 25WB+ caulk, FB-3000 WT Sealant, FB- 1000 NS sealant, IC I SWB+ caulk or FireDam 150+ caulk. (Note: W Rating applies only when FB-3000 WT or FB- 1000 NS is used. CP 25WB+ and FireDam 150+ not suitable for use with CPVC pipes.) *Bearing the UL Classification Marking ++Bearing the UL Listing Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 Underwriters Laboratories Inc.® - 3M Fire Protection Products - . Product Support line www.3m.com/firestop CAJ2228 • 2 of 2 1-800-328-1687 High-performance firestop sealant that also helps minimize sound transfer Product Color: A Red Firestop tested up to 4 hours in accordance with ASTM E 814 (UL 1479)&CAN/ULCSll5 Fire Resistance tested for static construction joint systems in accordance with ASTM E 1966 (UL 2079) Re-enterable / repairable Meets UL 1479 aging requirements Helps minimize sound transfer* Applied with conventional caulking equipment (excellent caulk rate) Extensive listed systems Sag-resistant Halogen-free Excellent adhesion Paintable Water clean up LITI FIRE BARRIER SMOKE SEAL I I IVP I ITo4= iL' I I Meets Opuses] I I I I LRe4uiruments I SOUND BARRIER l54l oilsifle I 5515 54-raIn] I wall aaseirrtsy I FILL, VOID OR CAVITY MATERIAL FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY 9009 3M TM Fire Barrier Sealant CP 25WB+ Product Data Sheet 1. Product Description 3M' Fire Barrier Sealant CP 25WB+ is a high-perfor- mance, ready-to-use. gun-grade, latex-based, intumescent sealant that dries to form a monolithic fire- stop seal that also acts as a barrier to airborne sound transmission. 3M' Fire Barrier Sealant CP 25WB+ helps control the spread of fire, smoke and noxious gasses before, during and after exposure to a fire when installed in accordance with a listed through penetration or fire-resistive joint assembly system. 3M "Fire Barrier Sealant CP 25WB+ firestops blank openings and penetrations passing through fire-rated floor, floor/ceiling or wall assemblies and other fire-rated interior building construction. The unique intumescent property of this material allows 3M' Fire Barrier Sealant CP 25WB+ to expand and help maintain a firestop penetration seal for up to 4 hours as penetrants are exposed to fire. 3M' Fire Barrier Sealant CP 25WB+ exhibits excellent adhesion to a full range of construction substrates and penetrants. No mixing is required. Product Features USTED FILL, VOID OR CAVITY MATERIALS 90139 Meets the intent of LEED32 I 'OC regulations—helps ,educe the quantity of indoor air contaminants that titan be odorous, irritating and harmful to the comfort and well-being of the installers ctiid occupants. 250 g L I 'OC contents (less H.O and exempt so/vents). *Mutillli:eS noise transfer—SiC-Rating of 54 when tested/it STC 54-rated sail assembly 2. Applications High-performance 3M" Fire Barrier Sealant CP 25WB+ is ideal for sealing single or multiple through penetrations in fire-rated construction. 3M" Fire Barrier Sealant CP 25WB+ is typi- cally used in mechanical, electrical and plumbing applications to firestop openings created by the following penetrations in fire-rated floors, floor/ceilings or walls: metallic pipe, plastic pipe (excluding CPVC). conduit, power and communication cable, cable trays, busways, combos, insulated pipe and HVAC duct penetrations. 3M" Fire Barrier Sealant CP 25WB+ is also used to firestop blank openings and static construction joints. <9> APPROVED SUBJECT TO THE CONDITIONS OF APPROVAL ASAWALL& FLOOR PENETRATION FIRESTOP WHEN INSTALLED AS DESCRIBED IN THE CURRENT EDITION OF THE FMRC APPROVAL GUIDE LISTED i,GA p0 USTED ORA-TO US ttc> Intertek Intertek FIRESTOP SYSTEMS FIRESTOP SYSTEMS SEE INTERTEI< DIRECTORY SEE INTERTEK DIRECTORY 3. Specifications 3M" Fire Barrier Sealant CP shall be a one component, ready-to-use, gun-grade. latex-based, intumescent firestop sealant capable of expanding a minimum of times its dried volume when exposed to temperatures above 1000°F (538°C). The material shall be thixotropic and shall be applicable to overhead, vertical and horizontal firestops. The sealant shall be listed by independent test agencies such as UL. Intertek or FM. 3M" Fire Barrier Sealant CP 25WB+ shall be tested to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (UL 2079) Standard Test Method for Fire Resistive Joint Systems and CAN/ULC S115 Standard Method of Fire Tests of Firestop Systems. 3M" Fire Barrier Sealant CP 25WB+ meets the requirements of the IBC. IRC, lFC, IPC, IMC. NFPA 5000. NEC (NFPA 70) and NFPA 101. Typically Specified Division Division 7 Section 07 84 00 - Firestopping Related Sections Section 0784 16 -Annular Space protection Section 07 84 43 - Fire-Resistant Joint Sealants Section 07 86 00 - Smoke Seals Section 0787 00- Smoke Containment Barriers Section 07 27 00-Air Barriers Section 21 0000- Fire Suppression Section 22 00 00 - Plumbing Section 26 00 00 - Electrical For technical support relating to 3M Fire Protection Products and Systems, call: 1-800-328-1687 For more information on 3M Fire Protection Products, visit: www.3m,com/firestop 4. Physical Properties Color: Red Application Temperature Range: 40° to 122°F (4° to 50°C) (ASTM C 1299) Service Temperature Range: -200 to 180°F (-280 to 82°C) STC (ASTM E 90 and ASTM E 413): 54 when tested in STC 54-rated wall assembly Surface Burning (ASTM E 84): Flame Spread 0 Smoke Development 0 Hardness (ASTM D 2240 Shore A): 45 Tensile Strength: 85 psi (0.59 MPa) Volume Shrinkage (ASTM C 1241): 28% VOC Less H20 and Exempt Solvents: <I g/L Dry: Under typical conditions of 75°F (23°C) and 50% R.K. sealant becomes tack-free in about ten minutes and dry-to-touch in 30 to 60 minutes. Full dry depends upon ambient conditions and volume of sealant. Typical dry rate is approximately 1/8 inch (3 mm) per day. Unit Volume: 10.1 It oz tube (298.7 mL, 18.2 in. 20 It. oz. sausage (591.5 ml_. 36.1 in), 270. oz tube (798.5 mL, 48.7 in 2 gal. pail (7.57 L, 462 in), 5 gal. pail (18.9 L, 1155 in) Packaging, Storage, Shelf Life Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers, sausage is packaged in aluminum foil wrap Storage 3M" Fire Barrier Sealant CP 25WB+ should be stored indoors in dry conditions between 40°F and 90°F (4°C and 32°C) in the original unopened package. Avoid repeated freeze / thaw exposures of the 3M" Fire Barrier Sealant CP 25WB+ prior to installation. Shelf Life 3M" Fire Barrier Sealant CP 25WB+ shelf life is 12 months in original unopened containers from date of packaging when stored above 68°F (2°C). Lot numbering (e.g. 8183AS): First digit = Last digit of year manufactured. Second to fourth digit = Julian Date, Letters = Random to distinguish between lot numbers Installation Techniques Consult a 3M Authorized Fi,'e Protection Products Distributor / Dealer or Sales Representative for Applicable UL, Intertek or 0/her thud-party drawings and system details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the 3M" Fire Barrier Sealant CP 25WB+. Ensure that the surface of the substrates are not wet and are frost free. Sealant can be installed with a standard caulking gun, pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material, if required, as detailed within the applicable UL, Intertek, FM or other third-party listed system. Cut the end of the 3M" Fire Barrier Sealant CP 25WB+ tube spout to achieve the desired bead width when applying. Install the applicable depth of 3M" Fire Barrier Sealant CP 25WB+ into the opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required. Tool within 5 minutes. Clean all tools immediately after use with water. Limitations Do not apply 3M" Fire Barrier Sealant CP 25WB+ when surrounding temperature is less than 40°F (4°C) and in conditions where seals may be exposed to rain or water spray within 18 hours of application. Do not apply 3M" Fire Barrier Sealant CP 25WB+ to building materials that bleed oil, plasticizers or solvent (e.g. impregnated wood, oil-based sealants, or green or partially vulcanized rubber). Do not apply 3M" Fire Barrier Sealant CP 25WB+ to wet or frost-coated surfaces or to areas that are continuously damp or immersed in water. NOTICE: This product is not acceptable for use with chlorinated polyvinylchloride (CPVC) pipes. Maintenance No maintenance should be required when installed in accordance with the applicable UL, Intertek, FM or other third- party listed system. Once installed, if any section of the 3M" Fire Barrier Sealant CP 25WB+ is damaged. the following procedure will apply: remove and reinstall the damaged section in accordance with the applicable listed system, with a minimum 1/2 in. (12.7 mm) overlap onto the adjacent material. Availability 3M" Fire Barrier Sealant CP 25WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M" Fire Barrier Sealant CP 25WB+ is available in 10.1 fl. oz. cartridges (12/case), 20.0 fl. oz. sausages (10/case), 27.0 fl. oz. cartridg- es (6/case). 2 gallon pails (I/case) and 5 gallon pails (I/case). For additional technical and purchasing information regarding this and other 3M Fire Protection Products, please call: 1-800-328-1687 or visit www.3m.com/firestop. Safe Handling Information Consult products Material Safety Data Sheet (AlSDS) prior to handling and disposal. Important Notice to User: Technical Information: The technical information, recommendations and other statements contained in this document are based upon tests or experi- ence that 3M believes are reliable, but the accuracy or completeness of such information is not guaranteed. Product Use: Many factors beyond 3M's control and uniquely within users knowledge and control can affect the use and performance of a 3M product in a particular application. Given the variety of factors that can affect the use and performance of a 3M product, user is solely responsible for evaluating EN the 3M product and determining whether it is fit for a particular purpose and suitable for user's method of application. Warranty and Limited Remedy: 3M warrants that each 3M Fire Protection Product will be free from defects in material and manufacture for 90 days Building and Commercial from the date of purchase from 3M's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPLIED Services . . WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 a 3M product does not conform to this warranty, the sole and Division 3M Center, Building 223-2N-21 exclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price. St. Paul, MN 55144-1000 USA Limitation of Liability: Except where prohibited by law, 3M will not be liable for any loss or damage arising from the 3M product, whether direct, 1-800-328-1687 indirect, special, incidental or consequential, regardless of the legal theory asserted. www.3M.com/firestop Please Recycle. Printed in USA. © 3M 2010. All Rights Reserved. 3M is a trademark of 3M Company. All other Literature Order Info: 98-0400-5012-6 trademarks are the property of their respective owners. -- r a 3M TM Fire Barrier Sealant IC 1 5WB+ Product Data Sheet 1. Product Description 3M" Fire Barrier Sealant IC I SWB+ is a cost-effective, one-part, gun-grade, latex-based, intumescent firestop sealant that dries to form a monolithic firestop seal that also acts as a barrier to airborne sound transmission. 3M" Fire Barrier Sealant IC I 5WB+ firestops through penetrations passing through flue-rated floor, floor/ceiling or wall assemblies, as well as other fire-rated interior building partitions and assemblies (e.g. static colistruction joints or blank openings). In addition, the unique intumescent property of this material allows 3M" Fire Barrier Sealant IC I SWB+ to expand and help maintain a firestop penetration seal for up to 3 hours as penetrants are exposed to fire. 3M" Fire Barrier Sealant IC I 5WB+ bonds to most construction substrates, including: gypsum wallboard, concrete, metals, wood, plastic (including CPVC) and cable jacketing. No mixing is required. FB€ Product Features r SYSTEM coMparaBLE Fi estop tested up to 3 hours in accordance with ASTM E 814 (UL 1479), ASTM E 1966 (UL 2079) & CAN/ULC-S 115 CPVC compatible Expanded fire protection systems Helps minimize sound transfer* FIRE BARRIER SMOKE SEAL I I ITO L I Iupf= I I I Meets Optional I ftiePmtuction ILRequrementsI SOUND BARRIER In STC 54-rated wall mSemtiy Sip1 01 U0 L FILL, VOID, OR CAVITY FOR USE IN JOINT SYSTEMS, THROUGH-PENETRATION FIRESTOP SYSTEMS AND PERIMETER CONTAINMENT SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY G9 LISTED @ I*. USTED Intertek FILL, VOID OR CAVITY FIRESTOP SYSTEMS MATERIALS SEE INTERTEK DIRECTORY 90139 Sag-resistant Halogen-free Excellent adhesion Re-enterable/repairable Excellent caulk rate Paintable Water clean up Cost-effective firestop sealant Complies with the Ill/CIa of LEED® NC.EQ Credit 4. Iflir Lorr'-Entiaing Matenals: Adhesives and Sea/attic, available in tube, pail or sausage. Colltal,ts <250 gIL VOC contents (less H2O and vveltlpt solvents per SCAQMD Rule 1168). Product Color: Yellow. Mi,u,,uzes noise ire us/er—S TC.Ratin,ç' of54 re/ten tested in S1C 54-rated wall assent/sly. 2. Applications 3M" Fire Barrier Sealant IC ISWB+ is a general-purpose intumescent firestop ideal for sealing single or multiple through penetrations in fire-rated construction. 3M" Fire Barrier Sealant IC I 5WB+ is typically used in mechanical, electrical and plumbing applications to firestop openings created by the following penetrations in fire-rated floors, floor/ceilings or walls: metallic pipe, plastic pipe, conduit, power and communication cable, cable trays, busways, combos, insulated pipe and HVAC duct penetrations. 3M" Fire Barrier Sealant IC I5WB+ is also used to firestop blank openings and static construction joints. 3. Specifications 3M" Fire Barrier Sealant IC shall be a one component, ready-to-use, gun-grade, latex-based, intumescent firestop sealant capable of expanding a minimum of 3 times at 1000°F. The material shall be thixotropic and be applicable to overhead, vertical and horizontal firestops. The sealant shall be listed by independent test agencies such as UL, ULC, Intertek or FM. 3M" Fire Barrier Sealant IC I SWB+ shall be tested to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (UL 2079) Standard Test Method for Fire Resistive Joint Systems and CAN/ ULC-S 115 Standard Method of Fire Tests of Fit'estop Systems. 3M" Fire Barrier Sealant IC I SWB+ meets the requirements of the IBC, IRC, NBCC, IFC, IPC, IMC, NFPA 5000, NEC (NFPA 70) and NFPA 101. Typically Specified MasterForma( (2004) Section 07 84 00 — Fireslopping Related Sections Sect ion 07 27 00 — Air Barriers Section 0784 16— Annular Space Protection Section 07 84 43 — Fire-Resistant Joint Sealants Section 07 86 00 — Smoke Seals Section 07 87 00 — Smoke Cotttainment Barriers Section 0792 13— Elastottieric Joint Sealants Section 0792 19— Acoustical Joint Sealants Section 2100 00 —Fire Suppression Section 220000— Plumbing Section 23 00 00 — Heating. Ventilating, and Air Conditioning (HVAC) Section 26 00 00 — Electrical For technical support relating to 3M Fire Protection Products and Systems, call: 1-800-328-1687 '3 For more information on 3M Fire Protection Products, visit: www.3m.com/firestop 4. Performance & Typical Physical Properties Color: Yellow Application Temperature Range: 400 to 122°F (40 to 50°C) (ASTM C 1299) Service Temperature Range: -200 to 180°F (-280 to 82°C) STC Acoustic Barrier: 54 when tested in STC 54 rated (ASTM B 90 and ASTM E 413) wall assembly Surface Burning (ASTM E 84): Flame Spread 5, Smoke Development 50 Unit Volume: 10. t Ii. oz tube (298.7 iii, 18.2 in3, 208. oz. sausage (591.5 ml, 36.) in5, 278. oz tube (798.5 ml, 48.7 in3, 4.5 gal. pail (17.03 L. 1039.5 in) Packaging, Storage, Shelf Life Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers, sausage is packaged in aluminum foil wrap. Storage 3M" Fire Barrier Sealant IC I SWB+ should be stored indoors in dry conditions between 40°F and 90°F (4°C and 32°C) in the original unopened package. Avoid repeated freeze I thaw exposures of the 3M" Fire Barrier Sealant IC I SWB+ prior to installation. Shelf Life 3M" Fire Barrier Sealant IC ISWB+ shelf life is 12 months in original unopened containers from date of packaging when stored above 68°F (2°C). Lot numbering (e.g. 81 83AS): First digit = Last digit of year manufactured, Second to fourth digit = Julian Date, Letters = Random to distinguish between lot numbers Installation Techniques Consult a 3114 Authorized Fire Protection Products Distributor/Dealer or Sales Representative for applicable UL, cUL, ULC, Intertek, FM or other third-party drawings and system details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the 3M" Fire Barrier Sealant IC I 5WB+. Ensure that the surface of the substrates are not wet and are frost free. Sealant can be installed with a standard caulking gun, pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material, if required, as detailed within the applicable UL, cUL, ULC, Intertek, FM or other third-party listed system. Cut the end of the 3M" Fire Barrier Sealant IC I SWB+ tube spout to achieve the desired bead width when applying. Install the applicable depth of 3M" Fire Barrier Sealant IC I SWB+ into the opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required. Tool within 5 minutes. Clean all tools immediately after use with water. Limitations Do not apply 3M" Fire Barrier Sealant IC I SWB+ when surrounding temperature is than less 40°F (4°C) and in conditions where seals may be exposed to rain or water spray within 18 hours of application. Do not apply W" Fire Barrier Sealant IC I SWB+ to building materials that bleed oil, plasticizers or solvent (e.g. impregnated wood, oil-based sealants, or green or partially vulcanized rubber). Do not apply 3M" Fire Barrier Sealant IC I SWB+ to wet or frost-coated surfaces or to areas that are continuously damp or immersed in water. Maintenance No maintenance is expected to be required when installed in accordance with the applicable UL, cUL, ULC, Intertek, FM or other third-party listed system. Once installed, if any section of the 3M" Fire Barrier Sealant IC 15WB+ is damaged, the following procedure will apply: remove and reinstall the damaged section in accordance with the applicable listed system, with a minimum 1/2 in. (12.7 mm) overlap onto the adjacent material. Availability 3M" Fire Barrier Sealant IC 15WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M" Fire Barrier Sealant IC ISWB+ is available in 10.1 fl. oz. cartridges (3M ID 98-0400-5509-I, 12/case), 20.0 fl. oz. sausages (3M ID 98-0400-5512-5, 10/case), and 4.5 gallon pails (3M ID 98-0400-5510-9, I/case). For additional technical and purchasing information regarding this and other 3M Fire Protection Products, please call: 1-800-328-1687 or visit www.3m.com/firestop. Safe Handling Information Consult country-of-use Material Safety Data Sheet (MSDS) prior to handling and disposal. Important Notice to User: Technical Information: The technical information, recommendations and other statements contained in this document are based upon tests or experience that 3M believes are reliable, but the accuracy or completeness of such information is not guaranteed, Product Use: Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application. Given the variety of factors that can affect the use and performance of a 3M product, user is solely responsible for evaluating the 31A product and determining whether it is fit for a particular purpose and suitable for user's method of application. Warranty and Limited Remedy: 3M warrants that each 31A Fire Protection Product will be free from defects in material and manufacture for 90 days from the date of purchase from 3M's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPUED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If a 3M product dons not conform to this .. Bu ilding ing and Commercial Limitation warranty, the sate and exclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price. of Liability: Except where prohibited by law, 3M will not be liable for any loss or damage arising from the 3M product, whether Services Division direct, indirect, special, incidental or consequential, regardless of the legal theory asserted. 3M Center, Building 223-2N-21 St. Paul, MN 55144-1000 USA Please Recycle. Printed in USA. 1-800-328-1687 © 3M 2012. All rights reserved. 3M is a trademark of 31M. Used under license in Canada. All www.3M.com/firestop 98-0400-5077-9 REV B other trademarks are the property of their respective owners. Hardness (ASTM D 2240 Shore A): 70 Tensile Strength: 85 psi (0.59 MPa) Volume Shrinkage (ASTM C l241): 28% VOC Less H20 and Exempt Solvents: <250 gIL Dry: Under typical conditions of 75°F (23°C) and 50% R.H., sealant becomes tack-free in about ten minutes and dry-to-touch in 30 to 60 minutes. Full dry depends upon ambient conditions and volume of sealant. Typical dry rate is approximately 1/8 inch (3 mm) per day. -, 0 C (0 CD CD —' 0 0• CD a P in CD 0 0 0 0 Cf.) CD M. CD a -o C B 122 SECTION A-A System No. W-L-1 296 February 14, 2008 F Ratings — I and 2 Hr (See Item I) T Ratings-0 and 1/4 Hr (See Item I) Wall Assembly - The I or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide spaced max 24 in. (610 mm) OC. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 10-5/8 in. (270 mm). Steel Sleeve - (Optional, Not Shown) - Cylindrical sleeve fabricated fronì miii 0.019 in. thick (0.48 mm) gals' sheet steel and having a ruin 2 in. (51 mm) lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall. Sleeve installed by coiling the sheet steel to a diani smaller than the through opening, inserting the coil through the openings and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. The hourly Rating is and 1/4 Hr for I and 2 Hr rated assemblies, respectively. 2. Through Penetrants - One metallic pipe, conduit, tubing or flexible metal pipe installed concentrically or eccentrically within opening. Annular space between penetrant and periphery of opening to be miii 0 in. (0 mm point contact) to max 2 in. (51 mm). Penetrant to be rigidly Supported on both sides of wall. The following types and sizes of penetrants niay be used: Steel Pipe - Nom 8 in. (203 mm) diani (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 8 in. (203 mm) diani (or smaller) cast or ductile iron pipe. Conduit - Noni 4 in. (102 mm) diani (Or smaller) steel electrical metallic tubing (EMT) or noni 6 in. (152 miii) rigid steel conduit. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe - Nom 4 in. (102 nini) diam (or smaller) Regular (or heavier) copper pipe. Through Penetrating Product* - Flexible Metal Piping —The following types of steel flexible metal gas piping may be used: I. Nom 2 in. (SI mni) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC Noni I in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OFTITEFLEX Nom I in. (25 mm) diani (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. Fill, Void or Cavity Material* —Caulk or Sealant— Mill 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. Mm 1/4 in. (6 miii) diani bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. 3M COMPANY - IC I 5WB+, CP 25WB+ caulk or FB-3000 WT sealant *Bearingtlie UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2008 edition of the UL Fire Resistance Directory. c®us 3M Fire Protection Products Product Support Line: 1800328-1687 www.3m.com/firestop W+1 296 9 1 of 1 Choose option 4 for FAX ON DEMAND System No. W-L-1450 April 07, 2009 F Ratings— I and 2 Hr (See Item I) T Rating-0 Hr SECTION A-A Wall Assembly -Tile I or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24 in. (610 miii) OC. Gypsum Board* -Tile gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 12-3/4 in. (324 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through-Penetrant— One metallic pipe, conduit or tubing installed within the firestop system. The through penetrant to be installed with continuous point contact. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: Steel Pipe - Nom 12 in. (305 mm) (diam (or smaller) Schedule 10 (or heavier) steel pipe. Iron Pipe - Nom 12 in. (305 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe or Class 50 (or heavier) ductile iron pressure pipe. Conduit - Nom 6m. (152 mm) diam (or smaller) galv steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing. Copper Tubing— Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe - Nom 6 in. (152 Him) diam (or smaller) Regular (or heavier) copper pipe. 3. Fill,Void or Cavity Material* - Caulk - Bead of fill material lapping miii I in. (25 miii) onto gypsum board and miii 1/2 in. (13 mm) onto penetrant around outer circumference of through penetrant on both surfaces of wall assembly. 3M COMPANY 3M FIRE PROTECTION PRODUCTS - CP 25WB+ Caulk, IC I SWB+ Caulk, FB-3000 WT Sealant *Bearing the UL Classification Mark This material was extracted and drown by 3M Fire Protection Products from the 2009 edition of the UI. Fire Resistance Directory. c®us 3M Fire Protection Products - Product Support line www.3m.com/firestop WL1450 • 1 of 1 1-800-328-1687 0 ! I System No. W-L-2264 November 20, 2009 F Ratings- I and 2 Hr (See Item I) T Ratings-0, l and 2 Hr (See Item 2) SECTION A-A I. Wall Assembly -The I and 2 hr fire rated gypsum board/stud wall assemblies shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: Studs - VVaII framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be mm 3-1/2 in. (89 mm) wide and spaced max 24 in. (6 10 mm) OC. Gypsum Board* -Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Diam of opening shall be I in. (25 mm) larger than nom pipe diam. The hourly F Rating of the firestop system is equal to the hourly lire rating of the wall assembly in which it is installed. 2. Through Penetrants - One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe or conduit and periphery of opening shall be ruin of in. (0 mm, point contact) to max 5/8 in. (16 mni). Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller). Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Noni 2 in. (51 iiim) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. Rigid Nonmetallic Conduit+ - Nom 2 in. (SI mm) diam (or smaller). Schedule 40 PVC conduit installed in accordance with the National Electrical Code (NFPA No. 70). Acrylonitrile Butadiene Styrene (ABS) Pipe - Noni 2 in. (51 mm) diam (or smaller). Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The hourly T Rating of the firestop system is 0 Hr when pipes are used in vented (drain, waste or vent) piping systems. The hourly T Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed when pipes are used in closed (process or supply) piping systems. 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Miii thickness of 5/8 in. (16 iiiiii) of caulked applied within annulus between pipe or conduit and periphery of the opening, flush with both surfaces of wall assembly. At the point contact location between pipe or conduit and gypsum board, a nun 1/2 in. (13 mm) diani bead Of Caulk or putty shall be applied at the pipe or conduit/gypsum board interface on both surfaces of wall assembly. 3M COMPANY - FireDam 150+, CP 25WB+, IC I SWB+ caulk or FB-3000 WT sealant. (Note: CP 25WB+ and FireDam 150+ not suitable for use with CPVC pipes.) *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright © 2011 Underwriters Laboratories lnc.® 3M Fire Protection Products - . - Product Support line - www.3m.com/firestop WL2264 • 1 of 1 1-800-328-1687 8).- SAFETY DATA SHEETS. 3M FIRE BARRIER CP 25WB+ & IC 15WB+ I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 Material Safety Data Sheet Copyright, 2010, 3M Company. All rights reserved. Copying and/or downloading of this information for the purpose of properly utilizing 3M products is allowed provided that: (I) the information is copied in full with no changes unless prior written agreement is obtained from 3M, and (2) neither the copy nor the original is resold or otherwise distributed with the intention of earning a profit thereon. I SECTION 1: PRODUCT AND COMPANY IDENTIFICATION I PRODUCT NAME: 3M Brand Fire Barrier CP-25WB+ MANUFACTURER: 3M DIVISION: Building & Commercial Services Division ADDRESS: 3M Center St. Paul, MN 55144-1000 I EMERGENCY PHONE: 1-800-364-3577 or (651) 737-6501 (24 hours) Issue Date: 04/01/10 Supercedes Date: 02/26/10 Document Group: 09-545 1-1 Product Use: Intended Use: Fire Protection Specific Use: Used as Firestop in buildings. SECTION 2: INGREDIENTS I Ingredient C.A.S. No. % by Wt ZINC BORATE 2335 138265-88-0 IS - 40 Polymer Trade Secret 10 - 30 Water 7732-18-5 10- 30 Sodium Silicate 1344-09-8 10- 30 Ethylhexyldiphenyl Phosphate 1241-94-7 3 - 7 Iron Oxide 1309-37-I 1 - S Polyethylene Glycol 25322-68-3 1 - 5 OXIDE GLASS CHEMICALS 65997-17-3 1 - 3 I SECTION 3: HAZARDS IDENTIFICATION I 3.1 EMERGENCY OVERVIEW Specific Physical Form: Paste Odor, Color, Grade: Red with negligible odor General Physical Form: Solid Page 1 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 I Immediate health, physical, and environmental hazards: 3.2 POTENTIAL HEALTH EFFECTS Eye Contact: Moderate Eye Irritation: Signs/symptoms may include redness, swelling, pain, tearing, and blurred or hazy vision. Skin Contact: Moderate Skin Irritation: Signs/symptoms may include localized redness, swelling, itching, and dryness. Inhalation: Respiratory Tract Irritation: Signs/symptoms may include cough, sneezing, nasal discharge, headache, hoarseness, and nose and throat pain. Ingestion: Gastrointestinal Irritation: Signs/symptoms may include abdominal pain, stomach upset, nausea, vomiting and diarrhea. May be harmful if swallowed. May be absorbed following ingestion and cause target organ effects. Target Organ Effects: Prolonged or repeated exposure may cause: Kidney/Bladder Effects: Signs/symptoms may include changes in urine production, abdominal or lower back pain, increased protein in urine, increased blood urea nitrogen (BUN), blood in urine, and painful urination. SECTION 4: FIRST AID MEASURES I 4.1 FIRST AID PROCEDURES The following first aid recommendations are based on an assumption that appropriate personal and industrial hygiene practices are followed. Eye Contact: Flush eyes with large amounts of water. If signs/symptoms persist, get medical attention. Skin Contact: Remove contaminated clothing and shoes. Immediately flush skin with large amounts of water. Get medical attention. Wash contaminated clothing and clean shoes before reuse. Inhalation: Remove person to fresh air. If signs/symptoms develop, get medical attention. If Swallowed: Do not induce vomiting unless instructed to do so by medical personnel. Give victim two glasses of water. Never Page 2 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 I give anything by mouth to an unconscious person. Get medical attention. I SECTION 5: FIRE FIGHTING MEASURES 5.1 FLAMMABLE PROPERTIES Autoignition temperature Not Applicable Flash Point Not Applicable Flammable Limits - LEL Not Applicable Flammable Limits - UEL Not Applicable OSHA Flammability Classification: Not Applicable 5.2 EXTINGUISHING MEDIA Non-combustible. Choose material suitable for surrounding fire. 5.3 PROTECTION OF FIRE FIGHTERS Special Fire Fighting Procedures: Wear full protective equipment (Bunker Gear) and a self-contained breathing apparatus (SCBA). Unusual Fire and Explosion Hazards: Not applicable. Note: See STABILITY AND REACTIVITY (SECTION 10) for hazardous combustion and thermal decomposition information. I SECTION 6: ACCIDENTAL RELEASE MEASURES I Accidental Release Measures: Evacuate unprotected and untrained personnel from hazard area. The spill should be cleaned up by qualified personnel. Ventilate the area with fresh air. For large spill, or spills in confined spaces, provide mechanical ventilation to disperse or exhaust vapors, in accordance with good industrial hygiene practice. Warning! A motor could be an ignition source and could cause flammable gases or vapors in the spill area to burn or explode. Place in a closed container approved for transportation by appropriate authorities. Dispose of collected material as soon as possible. Observe precautions from other sections. Call 3M- HELPS line (1-800-364-3577) for more information on handling and managing the spill. Collect as much of the spilled material as possible. Clean up residue. In the event of a release of this material, the user should determine if the release qualifies as reportable according to local, state, and federal regulations. I SECTION 7: HANDLING AND STORAGE I 7.1 HANDLING For industrial or professional use only. Avoid eye contact with dust or airborne particles. Do not eat, drink or smoke when using this product. Wash exposed areas thoroughly with soap and water. 7.2 STORAGE Store away from areas where product may come into contact with food or pharmaceuticals. Store in a cool, dry place. Page 3 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 I I SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION 8.1 ENGINEERING CONTROLS Use in a well-ventilated area. 8.2 PERSONAL PROTECTIVE EQUIPMENT (PPE) 8.2.1 Eye/Face Protection Avoid eye contact. The following eye protection(s) are recommended: Indirect Vented Goggles 8.2.2 Skin Protection Avoid skin contact. Select and use gloves and/or protective clothing to prevent skin contact based on the results of an exposure assessment. Consult with your glove and/or protective clothing manufacturer for selection of appropriate compatible materials. Gloves made from the following material(s) are recommended: Butyl Rubber Neoprene 8.2.3 Respiratory Protection Under normal use conditions, airborne exposures are not expected to be significant enough to require respiratory protection. 8.2.4 Prevention of Swallowing Do not eat, drink or smoke when using this product. Wash exposed areas thoroughly with soap and water. 8.3 EXPOSURE GUIDELINES Ingredient Authority Type Limit Additional Information Iron Oxide ACGIH TWA. respirable 5 mg/m3 fraction Iron Oxide OSHA TWA, as fume 10 rng/m3 OXIDE GLASS CHEMICALS 3M TWA, as dust 10 rng/m3 Polyethylene Glycol AIHA TWA, as particulate 10 mg/m3 SOURCE OF EXPOSURE LIMIT DATA: ACGIH: American Conference of Governmental Industrial Hygienists CMRG: Chemical Manufacturer Recommended Guideline OSHA: Occupational Safety and Health Administration AIHA: American Industrial Hygiene Association Workplace Environmental Exposure Level (WEEL) I SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES I Specific Physical Form: Odor, Color, Grade: General Physical Form: Autoignition temperature Flash Point Flammable Limits - LEL Flammable Limits - UEL Paste Red with negligible odor Solid Not Applicable Not Applicable Not Applicable Not Applicable Page 4 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 I Specific Gravity Melting point Solubility in Water Volatile Organic Compounds VOC Less H2O & Exempt Solvents 1.35 [Ref Sid: WATER=1] No Data Available Complete <1 % weight I gil I SECTION 10: STABILITY AND REACTIVITY I Stability: Stable. Materials and Conditions to Avoid: 10.1 Conditions to avoid None known 10.2 Materials to avoid None known Hazardous Polymerization: Hazardous polymerization will not occur. Hazardous Decomposition or By-Products Substance Condition Carbon monoxide Not Specified Carbon dioxide Not Specified Oxides of Phosphorus Not Specified SECTION 11: TOXICOLOGICAL INFORMATION I Please contact the address listed on the first page of the MSDS for Toxicological Information on this material and/or its components. SECTION 12: ECOLOGICAL INFORMATION ECOTOXICOLOGICAL INFORMATION Not determined. CHEMICAL FATE INFORMATION Page 5 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25W'B+ 04/01/10 I Not determined. I SECTION 13: DISPOSAL CONSIDERATIONS I Waste Disposal Method: For quantities <100 lbs. (50kg): dispose of waste product in a sanitary landfill. As a disposal alternative, dispose of waste product in a facility permitted to accept chemical waste. EPA Hazardous Waste Number (RCRA): Not regulated I Since regulations vary, consult applicable regulations or authorities before disposal. I SECTION 14:TRANSPORT INFORMATION I ID Number(s): 42-0016-4710-8, 42-0016-4715-7, 42-0016-4716-5, 98-0400-5380-7, 98-0400-5381-5, 98-0400-5382-3, 98-0400-5383-1, 98-0400- 5406-0, 98-0400-5456-5, 98-0400-5463-1, 98-0400-5610-7 Please contact the emergency numbers listed on the first page of the MSDS for Transportation Information for this material. I SECTION 15: REGULATORY INFORMATION I US FEDERAL REGULATIONS Contact 3M for more information. 311/312 Hazard Categories: Fire Hazard - No Pressure Hazard - No Reactivity Hazard - No Immediate Hazard - Yes Delayed Hazard - No Section 313 Toxic Chemicals subject to the reporting requirements of that section and 40 CFR part 372 (EPCRA): Ingredient C.A.S. No % by Wt ZINC BORATE 2335 (ZINC COMPOUNDS) 138265-88-0 IS - 40 STATE REGULATIONS Contact 3M for more information. CHEMICAL INVENTORIES The components of this product are in compliance with the chemical notification requirements of TSCA. Contact 3M for more information. Page 6 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 I INTERNATIONAL REGULATIONS Contact 3M for more information. WHMIS: Hazardous This MSDS has been prepared to meet the U.S. OSHA Hazard Communication Standard, 29 CFR 1910.1200. I I SECTION 16: OTHER INFORMATION I NFPA Hazard Classification Health: 2 Flammability: I Reactivity: 0 Special Hazards: None National Fire Protection Association (NFPA) hazard ratings are designed for use by emergency response personnel to address the hazards that are presented by short-term, acute exposure to a material under conditions of fire, spill, or similar emergencies. Hazard ratings are primarily based on the inherent physical and toxic properties of the material but also include the toxic properties of combustion or decomposition products that are known to be generated in significant quantities. HMJS Hazard Classification Health: 2 Flammability: I Reactivity: 0 Protection: X - See PPE section. Hazardous Material Identification System (l-IMIS(r)) hazard ratings are designed to inform employees of chemical hazards in the workplace. These ratings are based on the inherent properties of the material under expected conditions of normal use and are not intended for use in emergency situations. HM!S(r) ratings are to be used with a fully implemented l-IMIS(r) program. HMIS(r) is a registered mark of the National Paint and Coatings Association (NPCA). Reason for Reissue: Reissued to make corrections in tables. Revision Changes: Section 8: Eye/face protection information was modified. Section 8: Skin protection - recommended gloves information was modified. Section 14: ID Number(s) Template I was modified. Section 2: Ingredient table was modified. Section 10: Materials to avoid physical property was modified. Section 10: Conditions to avoid physical property was modified. DISCLAIMER: The information in this Material Safety Data Sheet (MSDS) is believed to be correct as of the date issued. 3M MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING, BUTNOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR COURSE OF PERFORMANCE OR USAGE OF TRADE. User is responsible for determining whether the 3M product is fit for a particular purpose and suitable for user's method of use or application. Given the variety of factors that can affect the use and application of a 3M product, some of which are uniquely within the user's knowledge and control, it is essential that the user evaluate the 3M product to determine whether it is fit for a particular purpose and suitable for user's method of use or application. 3M provides information in electronic form as a service to its customers. Due to the remote possibility that electronic transfer may Page 7 of 8 I MATERIAL SAFETY DATA SHEET 3M Brand Fire Barrier CP-25WB+ 04/01/10 have resulted in errors, omissions or alterations in this information, 3M makes no representations as to its completeness or accuracy. In addition, information obtained from a database may not be as current as the information in the MSDS available directly from 3M. 3M MSDSs are available at www.3M.com Page 8 of 8 I MATERIAL SAFETY DATA SHEET 3M FireBarrier(TM) Sealant IC 15 WU+ 09/16/I1 I Material Safety Data Sheet Copyright, 2011, 3M Company All rights reserved. Copying and/or downloading of this information for the purpose of properly utilizing 3M products is allowed provided that: (1) the information is copied in full with no changes unless prior written agreement is obtained from 3M, and (2) neither the copy nor the original is resold or otherwise distributed with the intention of earning a profit thereon. SECTION 1: PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: 3M FireBarrier(TM) Sealant IC 15 WB+ MANUFACTURER: 3M DIVISION: Building & Commercial Services Division ADDRESS: 3M Center, St. Paul, MN 55144-1000 I EMERGENCY PHONE: 1-800-364-3577 or (651) 737-6501 (24 hours) I Issue Date: 09/16/I1 Supercedes Date: 12/02/10 Document Group: 19-9776-6 Product Use: Specific Use: Fire Barrier Sealant Intended Use: Sealant SECTION 2: INGREDIENTS Ingredient C.A.S. No. % by Wt Calcium Carbonate 1317-65-3 30 - 60 Polymer Trade Secret 10- 30 Water 7732-18-5 10- 30 Sodium Silicate 1344-09-8 3 - 7 ZINC BORATE 2335. 138265-88-0 3 - 7 Fiberglass 65997-17-3 0.5 - 1.5 Sodium Nonyiphenyl Polyethoxy Ether Sulfate 9014-90-8 0.1 - 1.0 Polyoxyethylene Monooctyiphenyl Ether 9036-19-5 0.1 - 1.0 Quartz Silica 14808-60-7 <0.5 SECTION 3: HAZARDS IDENTIFICATION 7 3.1 EMERGENCY OVERVIEW Specific Physical Form: Paste Odor, Color, Grade: Light yellow viscous paste with a mild odor General Physical Form: Solid MATERIAL SAFETY DATA SHEET 3M FireBarrier(TM) Sealant IC 15 WB+ 09/16/11 I Immediate health, physical, and environmental hazards: Contains a chemical or chemicals which can cause cancer. 3.2 POTENTIAL HEALTH EFFECTS Eye Contact: Moderate Eye Irritation: Signs/symptoms may include redness, swelling, pain, tearing, and blurred or hazy vision. Skin Contact: Moderate Skin Irritation: Signs/symptoms may include localized redness, swelling, itching, and dryness. Inhalation: Respiratory Tract Irritation: Signs/symptoms may include cough, sneezing, nasal discharge, headache, hoarseness, and nose and throat pain. Ingestion: Gastrointestinal Irritation: Signs/symptoms may include abdominal pain, stomach upset, nausea, vomiting and diarrhea. Carcinogenicity: Contains a chemical or chemicals which can cause cancer. This product contains quartz silica. Lung cancer and silicosis have been associated with exposure to quartz silica. No user exposure to quartz silica from this product is anticipated during normal intended use. Warnings are provided to comply with US federal and state regulations. Ingredient C.A.S. No. Class Description Regulation Quartz Silica 14808-60-7 Grp. I: Carcinogenic to International Agency for Research on Cancer humans SECTION 4: FIRST AID MEASURES I 4.1 FIRST AID PROCEDURES The following first aid recommendations are based on an assumption that appropriate personal and industrial hygiene practices are followed. Eye Contact: Immediately flush eyes with large amounts of water for at least 15 minutes. Get immediate medical attention. Skin Contact: Remove contaminated clothing and shoes. Immediately flush skin with large amounts of water. Get medical attention. Wash contaminated clothing and clean shoes before reuse. Inhalation: Remove person to fresh air. If signs/symptoms develop, get medical attention. If Swallowed: Do not induce vomiting unless instructed to do so by medical personnel. Give victim two glasses of water. Never give anything by mouth to an unconscious person. Get medical attention. SECTION 5: FIRE FIGHTING MEASURES 5.1 FLAMMABLE PROPERTIES Autoignition temperature No Data Available Flash Point Not Applicable Flammable Limits(LEL) Not Applicable Flammable Limits(UEL) Not Applicable OSHA Flammability Classification: Not Applicable I MATERIAL SAFETY DATA SHEET 3M FireBarrier(TM) Sealant IC 15 WB+ 09/16/11 I 5.2 EXTINGUISHING MEDIA Non-combustible. Choose material suitable for surrounding fire. 5.3 PROTECTION OF FIRE FIGHTERS Special Fire Fighting Procedures: Wear full protective equipment (Bunker Gear) and a self-contained breathing apparatus (SCBA). Unusual Fire and Explosion Hazards: No unusual fire or explosion hazards are anticipated. Note: See STABILITY AND REACTIVITY (SECTION 10) for hazardous combustion and thermal decomposition information. SECTION 6: ACCIDENTAL RELEASE MEASURES 6.1. Personal precautions, protective equipment and emergency procedures Evacuate unprotected and untrained personnel from hazard area. The spill should be cleaned up by qualified personnel. Ventilate the area with fresh air. 6.2. Environmental precautions Place in a closed container approved for transportation by appropriate authorities. Dispose of collected material as soon as possible. Clean-up methods Observe precautions from other sections. Call 3M- HELPS line (1-800-364-3577) for more information on handling and managing the spill. Collect as much of the spilled material as possible. Clean up residue. In the event of a release of this material, the user should determine if the release qualifies as reportable according to local, state, and federal regulations. SECTION 7: HANDLING AND STORAGE 7.1 HANDLING Do not eat, drink or smoke when using this product. Wash exposed areas thoroughly with soap and water. For industrial or professional use only. Avoid eye contact with dust or airborne particles. Avoid skin contact. 7.2 STORAGE Store under normal warehouse conditions. SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION I 8.1 ENGINEERING CONTROLS Use in a well-ventilated area. 8.2 PERSONAL PROTECTIVE EQUIPMENT (PPE) 8.2.1 Eye/Face Protection Avoid eye contact. The following eye protection(s) are recommended: Safety Glasses with side shields Indirect Vented Goggles I MATERIAL SAFETY DATA SHEET 3M FireBarrier(TM) Sealant IC 15 WB+ 09/16/11 I 8.2.2 Skin Protection Avoid skin contact. Select and use gloves and/or protective clothing to prevent skin contact based on the results of an exposure assessment. Consult with your glove and/or protective clothing manufacturer for selection of appropriate compatible materials. Gloves made from the following material(s) are recommended: Butyl Rubber Nitrile Rubber 8.2.3 Respiratory Protection Under normal use conditions, airborne exposures are not expected to be significant enough to require respiratory protection. 8.2.4 Prevention of Swallowing Do not eat, drink or smoke when using this product. Wash exposed areas thoroughly with soap and water. 8.3 EXPOSURE GUIDELINES Ingredient Authority Tvve Limit Additional Information Calcium Carbonate OSHA TWA, respirable 5 mg/113 fraction Calcium Carbonate OSHA TWA, as total dust 15 mg/m3 Fiberglass Manufacturer TWA, as dust 10 mg/m3 determined POLYETHYLENE GLYCOLS AIHA TWA, as particulate 10 nig/m3 Quartz Silica ACGIH TWA. respirable 0.025 mg/ni3 fraction Quartz Silica OSHA TWA concentration, 0. I mg/m3 respirable Quartz Silica OSHA TWA concentration, 0.3 mg1m3 as total dust SOURCE OF EXPOSURE LIMIT DATA: ACGIH: American Conference of Governmental Industrial Hygienists CMRG: Chemical Manufacturer Recommended Guideline OSHA: Occupational Safety and Health Administration AIHA: American Industrial Hygiene Association Workplace Environmental Exposure Level (WEEL) SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES Specific Physical Form: Odor, Color, Grade: General Physical Form: Autoignition temperature Flash Point Flammable Limits(LEL) Flammable Limits(UEL) Boiling Point Paste Light yellow viscous paste with a mild odor Solid No Data Avciilab/e Not Applicable Not Applicable Not Applicable Not Applicable I MATERIAL SAFETY DATA SHEET 3M FireBarrier(TM) Sealant IC 15 WB+ 09/16/I1 Specific Gravity Melting point Solubility in Water Volatile Organic Compounds VOC Less H20 & Exempt Solvents 1.4 [Re/S/cl: WATER=]] No Data Available Moderate <2 gIl <2 gIl SECTION 10: STABILITY AND REACTIVITY I Stability: Stable Materials and Conditions to Avoid: 10.1 Conditions to avoid None known 10.2 Materials to avoid None known Hazardous Polymerization: Hazardous polymerization will not occur. Hazardous Decomposition or By-Products Substance Condition Carbon monoxide Not Specified Carbon dioxide Not Specified SECTION 11: TOXICOLOGICAL INFORMATION Please contact the address listed on the first page of the MSDS for Toxicological Information on this material and/or its components. SECTION 12: ECOLOGICAL INFORMATION ECOTOXICOLOGICAL INFORMATION Not determined. CHEMICAL FATE INFORMATION Not determined. SECTION 13: DISPOSAL CONSIDERATIONS Waste Disposal Method: For quantities <100 lbs. (50kg): dispose of waste product in a sanitary landfill. For larger quantities: Dispose of waste product in a facility permitted to accept chemical waste. EPA Hazardous Waste Number (RCRA): Not regulated MATERIAL SAFETY DATA SHEET 3M FireBarrier(TN'I) Sealant IC 15 WB+ 09/16/I1 I I Since regulations vary, consult applicable regulations or authorities before disposal. I SECTION 14:TRANSPORT INFORMATION ID Number(s): 42-0016-4768-6, 42-0016-4769-4, 42-0016-4770-2, 98-0400-5509-1, 98-0400-5510-9, 98-0400-5511-7, 98-0400-5512-5 For Transport Information, please visit http://3M.com/Transportinfo or call 1-800-364-3577 or 651-737-6501. I SECTION 15: REGULATORY INFORMATION US FEDERAL REGULATIONS Contact 3M for more information. Section 313 Toxic Chemicals subject to the reporting requirements of that section and 40 CFR part 372 (EPCRA): Ingredient C.A.S. No % by Wt ZINC BORATE 2335 (ZINC COMPOUNDS) 138265-88-0 3 - 7 STATE REGULATIONS Contact 3M for more information. CHEMICAL INVENTORIES The components of this product are in compliance with the chemical notification requirements ofTSCA. All applicable chemical ingredients in this material are listed on the European Inventory of Existing Chemical Substances (EINECS), or are exempt polymers whose monomers are listed on EINECS. Contact 3M for more information. INTERNATIONAL REGULATIONS Contact 3M for more information. This MSDS has been prepared to meet the U.S. OSHA Hazard Communication Standard, 29 CFR 1910.1200. SECTION 16: OTHER INFORMATION NFPA Hazard Classification I-lealth: 2 Flammability: 0 Reactivity: 0 Special Hazards: None National Fire Protection Association (NFPA) hazard ratings are designed for use by emergency response personnel to address the hazards that are presented by short-term, acute exposure to a material under conditions of fire, spill, or similar emergencies. Hazard ratings are primarily based on the inherent physical and toxic properties of the material but also include the toxic properties of combustion or decomposition products that are known to be generated in significant quantities. Revision Changes: Section I: Product use information was modified. Section 16: Disclaimer (second paragraph) was modified. Section 10: Hazardous decomposition or by-products table was modified. Section 15: Inventories information was modified. Section 9: Boiling point information was modified. Section 5: Flammable limits (UE) information was modified. Section 5: Flammable limits (LEL) information was modified. I MATERIAL SAFETY DATA SHEET 3M FireBarrier(TM) Sealant IC 15 WB+ 09/16/11 I Section 5: Autoignition temperature information was modified. Section 5: Flash point information was modified. Section 9: Property description for optional properties was modified. Section 9: Specific gravity information was modified. Section 9: Melting point information was modified. Section 9: Solubility in water text was modified. Section 9: Flash point information was modified. Section 9: Flammable limits (LEL) information was modified. Section 9: Flammable limits (UEL) information was modified. Section 9: Autoignition temperature information was modified. Section 2: Ingredient table was modified. Section 15: EPCRA 313 information was modified. Section 8: Exposure guidelines ingredient information was modified. Section 3: Carcinogenicity table was modified. Section 6: 6.2. Environmental precautions heading was modified. Section 6:6.1. Personal precautions, protective equipment and emergency procedures heading was modified. Section 16: Web address was added. Section 1: Address was added. Copyright was added. Company logo was added. Telephone header was added. Company Telephone was added. Section 1: Emergency phone information was added. Section 1: Emergency phone information was deleted. Company Logo was deleted. Copyright was deleted. Section 16: Web address heading was deleted. Section 1: Address line I was deleted. Section 1: Address line 2 was deleted. DISCLAIMER: The information in this Material Safety Data Sheet (MSDS) is believed to be correct as of the date issued. 3M MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR COURSE OF PERFORMANCE OR USAGE OF TRADE. User is responsible for determining whether the 3M product is fit for a particular purpose and suitable for user's method of use or application. Given the variety of factors that can affect the use and application of a 3M product, some of which are uniquely within the user's knowledge and control, it is essential that the user evaluate the 3M product to determine whether it is fit for a particular purpose and suitable for user's method of use or application. 3M provides information in electronic form as a service to its customers. Due to the remote possibility that electronic transfer may have resulted in errors, omissions or alterations in this information, 3M makes no representations as to its completeness or accuracy. In addition, information obtained from a database may not be as current as the information in the MSDS available directly from 3M 3M USA MSDSs are available at www.3M.com THREADFIT THREAD CUTTING OIL - Description ThreadFit® Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, dark colored cutting oil for all types of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary lubricity and cooling modern pipe threading operations require. This balanced combination of additives will help improve die life and thread quality over other cutting oils and is Chlorine free. lhreadFit Features Heavy Duty Cutting Oil Excellent Tool Life Chlorine Free All types of ferrous metal or pipe Improved Surface Finish Installation ThreadFit® can be used in automatic and hand held applicators. Fill oil reservoir according to equipment manufacturers specifications. Mixing of different types of threading oils is not recommended. DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Change oil regularly for optimum performance. Contains petroleum oil. Avoid breathing mists or vapors. Avoid eye contact and prolonged or repeated contact with skin. Wear safety glasses or goggles. Use good personal hygeine. Dispose of used oil in accordance with all local, State and Federal ordinances and regulations. Consult Material Safety Data Sheets for additional safety and handling information. DO NOT MIX WITH OTHER THREAD CUTTING OILS OR CONTAMINANTS. Specifications Appearance: Dark brown liquid. Packaging: 1 gl. (6/case) 5 gl. Pail 55-gl drum 275-gl tote CAUTION: Skin contact: wash thoroughly with soap and water. Eye contact: flush eyes with water for at least 15 minutes and seek medical attention. Ingestion: consult a physician immediately. Inhalation: Move affected person(s) to fresh air and seek medical attention. See MSDS for first aid instructions. Spill or Leak: Soak up with an oil absorbent compound. Follow all state, local, Federal regulations for disposal. Don't pollute. Conserve our resources-Please recycle this container. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com This product is registered with CHEMTREC, a 24-hour emergency hot/me. They may be reached at 1 800 424-9300. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599 1168 +1800344-1822 EX + 1 800 344-3775 Nu © 2012 Fire Protection Products, Inc. FPPI, ThreadFit® are registered trademarks of Fire Protection Products, Inc. MADE IN U.S.A. 2W.- PIPEFIT THREAD SEALING PASTE -, . .•'-. - :'- •.r': .:- - / *b I F P P I Description Ti Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique pjpf blend of materials provides superior thread sealing qualities over other similarly priced sealants. The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or , I defective threads of the pipe or fittings. Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. MC/1- SYSTEM COMPATIBLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 + 1800344-1822 FAX + 1 800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipefit® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Pipefit® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 16 oz. brush in cap 32 oz. 32 oz. BIC 1 gl. 5 gl. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com © 2012 Fire Protection Products, Inc. FPPl, LubeFiH are registered trademarks of Fire Protection Products, Inc. FBC", BlazeMastef, FlowGuard GoIcP and Corzanr are registered trademarks of Noveon IP Holdings Corp. EA MADE IN U.S.A.