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Home My WebLink About2285 RUTHERFORD RD; ; FPC2021-0088; PermitI1Il111]:I II1iIIi::I i Print Date: 04/20/2022 Job Address: 2285 RUTHERFORD RD, CARLSBAD, CA 92008-8815 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers C('City of Carlsbad Permit No: FPC2021-0088 Status: Closed - Finaled Parcel #: 2120620800 Valuation: $5,522,318.34 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Applied: 05/25/2021 Issued: 06/30/2021 Finaled Close Out: 04/20/2022 Inspector: Final Inspection: Project Title: Description: QUIDEL - 2ND SET OF REVISED PLANS TO ADD & RELOCATE SPRINKLERS Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST P0 WAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE Hourly Services (first hour) FIRE Hourly Services (first hour) FIRE NFPA 13 or 13R System > 100 heads FIRE NFPA 13 or 13R System 7-100 heads AddI Insp FIRE NFPA 13 System> 100 heads (includes 1 riser) FIRE Plan Review (per hr - Regular Office Hours) FIRE Plan Review (per hr - Regular Office Hours) $159.00 $175.00 $654.00 $149.00 $858.00 $223.50 $612.00 Total Fees: $2,830.50 Total Payments To Date: $2,830.50 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov No. 246 C) CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Quidel Rutherford SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2285 Rutherford Road CITY: Carlsbad PHONE: ( 858 ) 513-4949 x1305 (Western Fire Protection) FAX NUMBER: Largest Building (ft.2): 128,000 Sprinkled? YES Construction Type: I-B SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City _ofCarlsbad Location of test (reference map required): SouthofRutherfordRoadwestofLaPlaceCourt TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 103 PSI Hydrant Number (if applicable): H61344 Elevation of test: 311 Feet Main Size: 14 INCH Pressure Zone: 550 Feet Date/Time of Test: Pitot Tube Reading: S Corresponding Flow: GPM Total Flow: 3,750 GPM Residual Pressure95 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi of 8,000 gpm. However, this exceeds the City's velocity criteria of 10 fps. The fire flow required by the City Fire Department based on square footage and construction type is only 3,750 gpm, the results of which are shown above, and which meets the City's minimum pressure and maximum velocity criteria. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael P.E. Eng. Lic. No. (if applicable):C69606 Signature:__________________________________________ Title/Org: Manager Date: 03/05/2021 S 0 rmt 0_I c,D 00 S '4 CA .14 S '\e I 101 Hydraulic Overview Job Number: 21-2135-03 - N-W EQUIPMENT YARD Renort Desc.rintion flrrlinary Crnuin II 1441 Job Job Number 000ign Engineer 21-2135-03 Karen Strother Job Name: QUIDEL RUTHERFORD Phone (619) 672-4437 FAX (858)513-1322 Address I 2285 RUTHERFORD RD. State CeAfloaoondJeanse Number #588039 Autdr0502 CARLSBAD, CA 92008 AHJ CITY OF CARLSBADCA AddresS 3 Job SitelBudding EXIST. WAREHOUSE System Density Area olAppfloatten 0.200gpm/ft2 1500.00112 (Actual 975.00ft2) Most Demanding Sprinkler Dote Hose Streams 5.6 K-Factor 26.00 at 21.556 250.00 C000nege Per Sprinkler Number Of Sprinkiers Calculated 130.00ft2 8 Srstenr Pressure Oerrer,d Sys. m Flea Demand 63.352 214.38 Total Demand 464.38 @63.352 Pressure Result +29.197(31.5%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(osi) K-Factor(K) Flow(pDm) 911 Water Supply 3750.00 250.00 92.700 85.500 Quidel Rutherford_Existing Overhead Updated - With Water Supply at Node 911 (3750.00, 250.00, 92.700, 85.500) 100- Static Pressure 92.700 go- _ ::F43 L.J2 __ 1 E EEaE mand curve 30 10 7500 A150920000 4500 6000 3750 5250 6750 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:48AM Page 1 ~JJIJHydrauflc Summary Job Number: 21-2135-03 - N-W EQUIPMENT YARD Rinnrt Dsrintinn Ordinry C,rnuin II ( Job Job Number Design Engineer 21-2135-03 Karen Strother Job Numb: State Corbfic000o.&icenoa Number QUIDEL RUTHERFORD #588039 Add/noel 2285 RUTHERFORD RD. AHJ CITY OF CARLSBADCA Add— 2 Job Site/Building CARLSBAD, CA 92008 EXIST. WAREHOUSE Addreno 3 Dneveing Name Quidel Rutherford—Existing Overhead_Updated - With System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 26.00 at 21.556 Ordinary Group II N-W EQUIPMENT YARD Hose yJlewairee At Source Density Area of Application 250.00 0.200gpm/ft2 1500.00ft2 (Actual 975.00ft°) Additional Hone Supplies Number Of Spmfnktomn Calculated Coverage Poe Sprfnioer Node Flow(gpm) 8 130.00ft2 AutoPeak Results: Pressure For Remote Puce(s) Adjacent To Most Remote Area Right: 63.352 Total Cone Streams 250.00 System Flow Demand Total Water Required (Including Floss Allowance) 214.38 464.38 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.51 between nodes 902 and 9410 Mao/mum Velocity Under Ground 2.70 between nodes 1 and 2 Vet//me capacity of Wet Pipes Volume capacity of Dry Pipes 24649.60ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 911 Water Supply 250.00 92.700 85.500 3750.00 92.549 464.38 63.352 29.197 Contractor Contractor Number 21-2135-03 Contact Name KAREN STROTHER Contact ride LEAD DESIGN/PM Name of Contractor: WESTERN FIRE PROTECTION Phone (858) 5134949 Extension 1303 Mdnann I 13630 DANIELSON ST. FAX (858) 513-1322 Address 2 POWAY, CA 92064 Erred kstrother@westernfireprotection.com Address 3 Web-SIts https://westernfireprotection.com/ ), © M.E.P.CAD, Inc. 1AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:50AM Page 2 §IjHydraulic Graph Job Number: 21-2135-03 - N-W EQUIPMENT YARD Peenryrt flssra,'rintinn Orelinrars, (rnsrrs II (Q\ Water Supply at Node 911 100— St atic Pressure 92.700 gH 750.00 pq 85.50 80 ::iIi______ 14.38 63.352 464.38 with hose streams 60- CL a. S stem demand curve 30- 20— - 0_U1JJJLUJ.U.LLthhh1Hhhhhhhhhhh111h11h1 111111111 IlillIll! 111111111 111111111 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 911 Stays: Pressure 92.700 Residual: Pressure 85.500 @ 3750.00 Aseileble Pressure at urea arrest 92.549 @464.38 System Oerrrard 63.352 @214.38 System Derrend(IriduSegHeseNIsearceatSeutca) 63.352 @ 464.38 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:50AM Page 3 111 1Summary Of Oufflowing Devices Job Number: 21-2135-03 - N-W EQUIPMENT YARD ReDort Descriotion: Ordinary Grouo II (9' Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 9401 26.00 26.00 5.6 21.556 Sprinkler 9402 26.21 26.00 5.6 21.908 Sprinkler 9403 26.81 26.00 5.6 22.912 Sprinkler 9404 27.97 26.00 5.6 24.952 Sprinkler 9407 26.10 26.00 5.6 21.717 Sprinkler 9408 26.31 26.00 5.6 22.071 Sprinkler 9409 26.90 26.00 5.6 23.081 c Most Demanding Sprinkler Data (,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/16/2021 10:04:57AM Page ~jjl INode Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD ReDort Descriotion: Ordinary Grouo 11 (9) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 911 1-6 S 63.352 214.38 9401 13-8 Spr(-21.556) 21.556 26.00 9402 13-5 Spr(-21.908) 21.908 26.21 9403 13-2 Spr(-22.912) 22.912 26.81 9404 12-11 Spr(724.952) 24.952 27.97 9407 13-8 Spr(-21.717) 21.717 26.10 9408 13-5 Spr(-22.071) 22.071 26.31 9409 13-2 Spr(-23.081) 23.081 26.90 9410 12-11 Spr(-25.134) 25.134 28.08 1 4-6 2LtE(8'-10) 65.513 2 -3-6 T(67-11Y2) 65.440 3 4-6 T(36-8) 65.434 4 4-6 LtE(22-01h) 65.411 5 4-6 LtE(13-71A) 51.173 6 4-6 LtE(19'-71h) 51.159 7 4-6 T(36-8) 51.122 8 4-6 LtE(13-7'%) 51.122 9 1-6 LtE(20'-31/z) 48.955 10 23-8 fr(38-9) 39.345 11 4-6 T(67-11%) 65.436 12 4-6 T(109'-2'h) 65.436 901 11-10% P0(9-11) 36.931 902 11-10% P0(9-11) 37.192 903 23'-9 P0(16-5%) 38.211 904 23-9 P0(10-0) 38.242 905 24-10% fT(8-6) 37.855 906 24-11 37.854 907 2511/2 38.102 908 25-1 fT(10'-5%) 38.184 909 23-8 P0(10-0) 38.861 910 23-8 P0(10-0) 38.862 912 23-8 P0(10-0) 38.863 913 23-8 P0(10-0) 38.864 914 23-8 P0(10-0) 38.867 915 23-8 P0(10-0) 38.870 916 23-8 P0(10-0) 38.874 917 23-8 P0(10-0) 38.880 918 23-8 P0(10-0) 38.885 919 23-8 P0(10-0) 38.891 920 23-8 P0(10-0) 38.897 921 23-8 P0(10-0) 38.904 922 23-8 P0(10-0) 38.911 923 23-8 P0(10-0) 38.919 924 23-8 P0(10-0) 38.927 925 23-8 P0(10-0) 38.936 926 23-8 P0(10-0) 38.944 927 23-8 P0(10-0) 38.953 928 23-8 P0(10-0) 38.963 929 23-8 P0(10-0) 38.973 930 23-8 P0(10-0) 38.984 931 23-8 P0(10-0) 38.997 932 23-8 P0(10-0) 39.011 933 23-8 P0(10-0) 39.025 934 23-8 P0(10-0) 39.039 935 23-8 P0(10-0) 39.055 936 23-8 P0(10-0) 39.072 937 23-8 P0(10-0) 39.090 938 1-6 fE(12'-7) 48.866 939 1-6 LtE(15-3) 48.874 940 4-6 LtE(20-31/2) 51.050 941 25-7 37.933 942 25-6% fT(10'-5%) 38.003 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:58AM Page 5 111INode Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Rnrt Drintfrn flrr1inry (,rntin 11191 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 943 26-0 37.773 944 25-111/. ff(10'-5%) 37.820 945 2631,4 37.663 946 26-31/2 fT(10-51/2) 37.689 947 26-3'/2 37.870 948 26-9% 37.716 949 2691/2 fT(10'-51/2) 37.728 950 23-9 P0(26-4) 38.949 951 2621/z ff(8-6) 37.894 952 26-91/2 37.704 953 2691/2 fT(10'-5%) 37.713 954 23-9 P0(10-0) 38.947 955 26-2% tT(8-6) 37.894 956 26-3% 37.868 957 26-9% 37.690 958 26-91/2 fT(10-51/2) 37.698 959 23-9 P0(10-0) 38.948 960 26-2% fT(8'-6) 37.898 961 26-31/2 37.873 962 26-91/. tT(10'-51/2) 37.684 963 26-9% 37.678 964 26-31/2 37.863 965 23-9 P0(10-0) 38.941 966 26-21/2 fl(8-6) 37.884 967 26-31/2 37.857 968 26-9% 37.666 969 26-91/2 fT(10-5%) 37.671 970 23-9 P0(10-0) 38.945 971 26-21/2 fT(8-6) 37.889 972 26-91/2 fT(10-5%) 37.658 973 26-21/2 fT(8-6) 37.877 974 26-31/2 37.851 975 26-9% 37.654 976 23-9 P0(10-0) 38.931 977 26-21/2 fT(8-6) 37.870 978 26-31/2 37.843 979 26-9% 37.642 980 26-91/2 fT(10-5%) 37.645 981 23'-9 P0(10-0) 38.937 982 26-21/2 fT(8-6) 37.662 983 26-31/2 37.835 984 26-91/2 37.630 985 26-91/2 fT(10-5%) 37.633 986 23-9 P0(10-0) 38.916 987 26-2% fT(8-6) 37.854 988 26-31/2 37.826 989 26-91/2 37.620 990 26-91/2 fT(10-5%) 37.622 991 23-9 P0(10-0) 38.524 992 27-8 37.130 993 27-8% fT(10'-5%) 37.129 994 27-0 37.520 995 26-111/2 fT(10-5%) 37.527 996 27-31/2 37.370 997 27-3 fT(10'-5%) 37.382 998 27-1% 37.442 999 27-1% fT(10'-5%) 37.455 1000 27-51/2 37.290 1001 27-5 fT(10-5%) 37.303 1002 27-71/2 37.200 1003 27-71/2 fT(10-5%) 37.203 1004 27-11 37.C67 (.,©M.E.P.CAD, Inc. ijAutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:58AM Page 6 ~jjjjNode Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Rnnrt flpscrintinn Ort1inry (rniin II (Q Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1005 27'-11'/2 fT(1O-51/2) 37.059 1006 28-3 36.922 1007 28-3 fT(10-51/2) 36.915 1008 23-9 P0(10-0) 38.354 1009 25-3 fT(8-6) 37.784 1010 25-3 37.796 1011 23-9 P0(10-0) 38.448 1012 23-9 P0(10-0) 38.525 1013 23-9 P0(10-0) 38.589 1014 23-9 P0(10-0) 38.643 1015 1 2661/2 fT(8-6) 37.474 1016 26-7 37.449 1017 26-10% 37.441 1018 26-10% fT(10-5%) 37.455 1019 23-9 P0(10-0) 38.689 1020 i 26-71/2 tT(8-6) 37.467 1021 26-81/2 37.441 1022 27'-2 37.330 1023 27-2 fT(10-5%) 37.337 1024 23-9 P0(10-0) 38.728 1025 26-9 fT(8-6) 37.455 1026 26-9% 37.427 1027 27-5 37.225 1028 27-5% tT(10'-5%) 37.227 1029 23-9 P0(10-0) 38.760 1030 26-11 fT(8-6) 37.411 1031 26-111/2 37.382 1032 23-9 P0(10-0) 38.784 1033 27-1% fT(8-6) 37.326 1034 27-21/2 37.304 1035 27-10% 37.049 1036 27-11 fr(10-5%) 37.046 1037 23-9 P0(10-0) 38.805 1038 274% fT(8-6) 37.236 1039 27-5% 37.213 1040 28-1 36.968 1041 28-1% 1 fT(10-5%) 36.964 1042 23-9 P0(10-0) 38.824 1043 27-71/2 fT(8-6) 37.144 1044 27-81/2 37.121 1045 28-31/2 36.888 1046 28-4 fT(10-5%) 36.882 1047 26-5 fT(8-6) 37.487 1048 26-5 37.491 1049 26-7 37.553 1050 26-7 ff(10-5%) 37.572 1051 26-5 fT(8'-6) 37.764 1052 26-51/2 1 37.737 1053 23-9 P0(10-0) 38.900 1054 26-7 fl(8-6) 37.674 1055 26-8 37.647 1056 23-9 P0(10-0) 38.908 1057 26-91/2 fT(8'-6) 37.581 1058 26-10 37.551 1059 23-9 P0(10-0) 38.879 1060 27-0 fT(8'-6) 37.479 1061 1 27-0% 37.448 1062 23-9 P0(10-0) 38.890 1063 23-9 P0(10-0) 38.854 1064 23-9 P0(10-0) 38.868 1065 27-21/2 tT(8-6) 37.369 1066 27-3% 1 37.338 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:58AM Page 7 kjjj I Node Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Reoort Descriotion: Ordinary Grouo II (9 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1067 2751/z fT(8-6) 37.257 1068 27-6 37.227 1069 23-9 P0(10-0) 38.840 1070 27-8 fT(8'-6) 37.147 1071 27-8'/2 37.124 1072 26-1 fT(8-6) 37.578 1073 26-1 37.584 1074 25-8 fT(8-6) 37.687 1075 25-8 37.697 4,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:58AM Page 8 ~11111-lydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Description: Ordinary Group 11 (9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... BL 1.6820 26.00 3.75 120 0.021212 11-8 Pt 0.248 9401 9402 13-8 13-5 26.00 5.6 21.556 21.908 Sprinkler 11-8 Pe Pv 0.105 BL 1.6820 52.21 7.54 120 0.077046 11-8 Pt 0.899 9402 9403 13-5 13-2 26.21 5.6 21.908 22.912 Sprinkler 11-8 Pe Pv 0.105 BL 1.6820 79.02 11.41 120 0.165830 11-8 Pf 1.935 9403 9404 13-2 12-11 26.81 5.6 22.912 24.952 Sprinkler 11-8 Pe Pv 0.105 BL 1.6820 106.99 15.45 120 0.290514 16-9 Pf 11.521 9404 901 12-11 11101/2 27.97 5.6 24.952 36.931 Sprinkler, 3E(4'-4), P0(9-11) 22-10% 39-8 Pe Pv 0.458 CM 2.6350 106.99 6.29 120 0.032639 8-0 Pf 0.261 901 902 i1i01/z 11-10% 36.931 37.192 8-0 Pe Pv CM 2.6350 214.38 12.61 120 0.118066 23'-11'/2 Pf 6.167 902 903 11-10% 23-9 107.39 37.192 38.211 Flow (q) from Route 2 2fE(5'-11), P0(16-5%) 28-31/2 52-3 Pe Pv -5.148 CM 4.2600 214.38 4.83 120 0.011379 2-8 Pf 0.030 903 904 23-9 23-9 38.211 38.242 2-8 Pe Pv RN 2.0670 21.16 2.02 120 0.005309 1-11/2 Pf 0.104 904 905 23-9 24-101/2 38.242 37.855 P0(10.0) fT(8'-6) 18-6 19.71/2 Pe Pv -0.491 BL 2.1570 21.16 1.86 120 0.004314 4-8 Pt 0.020 905 906 24-101/2 24-11 37.855 37.854 4-8 Pe Pv -0.021 BL 2.0670 21.16 2.02 120 0.005309 62-10 Pf 0.334 906 907 24-11 25-1% 37.854 38.102 62-10 Pe Pv -0.086 BL 2.1570 21.16 1.86 120 0.004314 4-8 Pt 0.065 907 908 25-1% 25-1 38.102 38.184 ff(1O51/2) 10-5% 15'-l% Pe Pv 0.017 RN 2.0670 21.16 2.02 120 0.005309 1-5 Pt 0.061 908 909 25-1 23-8 38.184 38.861 P0(10-0) 10-0 11-5 Pe Pv 0.616 CM 6.3570 21.16 0.21 120 0.000022 12-0 Pt 0.000 909 910 23-8 23-8 38.861 38.862 12-0 Pe Pv CM 6.3570 39.93 0.40 120 0.000072 12-0 Pt 0.001 910 912 23-8 23-8 18.77 38.862 38.863 Flow (q) from Route 6 12-0 Pe Pv CM 6.3570 56.54 0.57 120 0.000138 12-0 Pf 0.002 912 913 23-8 23-8 16.61 38.863 38.864 Flow (q)from Route 7 12-0 Pe Pv CM 6.3570 71.21 0.72 120 0.000211 11-101/2 Pt 0.003 913 914 23-8 23-8 14.67 38.864 38.867 Flow (q)from Route 8 11-101/2 Pe Pv CM 6.3570 84.15 0.85 120 0.000287 12-0 Pf 0.003 914 915 23-8 23-8 12.94 38.867 38.870 Flow (q) from Route 42 12-0 Pe Pv CM 6.3570 95.51 0.97 120 0.000363 12-0 Pf 0.004 915 916 23-8 23-8 11.36 38.870 38.874 Flow (q) from Route 35 12-0 Pe Pv CM 6.3570 105.44 1.07 120 0.000436 12-0 Pt 0.005 916 917 23-8 23-8 9.93 38.874 38.880 Flow (q) from Route 36 12-0 Pe Pv CM 6.3570 114.07 1.15 120 0.000504 11-4% Pt 0.006 917 918 23-8 23-8 8.63 38.880 38.885 Flow (q) from Route 37 1141/2 Pe Pv CM 6.3570 121.57 1.23 120 0.000567 10-0 Pt 0.006 918 919 23-8 23-8 7.50 38.885 38.891 Flow (q) from Route 26 10-0 Pc Pv CM 6.3570 128.17 1.30 120 0.000625 10-0 Pt 0.006 919 920 23-8 23-8 6.60 38.891 38.897 Flow (q) from Route 39 10-0 Pc Pv , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 9 1111Hydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Description: Ordinary Group 11 (9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 133.97 1.35 120 0.000679 10-0 Pt 0.007 920 921 23-8 23-8 5.80 38.897 38.904 Flow (q) from Route 40 10-0 Pe Pv CM 6.3570 139.06 1.41 120 0.000727 9-81/2 Pf 0.007 921 922 23-8 23-8 5.09 38.904 38.911 Flow (q) from Route 41 9-8% Pe Pv CM 6.3570 143.57 1.45 120 0.000772 10-0 Pt 0.008 922 923 23-8 23-8 4.51 38.911 38.919 Flow (q) from Route 33 10-0 Pe Pv CM 6.3570 147.59 1.49 120 0.000812 10-0 Pt 0.008 923 924 23-8 23-8 4.02 38.919 38.927 Flow (q) from Route 32 10-0 Pe Pv CM 6.3570 151.21 1.53 120 0.000849 10-0 Pt 0.008 924 925 23-8 23-8 3.62 38.927 38.936 Flow (q) from Route 31 10-0 Pc Pv CM 6.3570 154.55 1.56 120 0.000884 9-81/2 Pt 0.009 925 926 23-8 23-8 3.34 38.936 38.944 Flow (q) from Route 30 9-8% Pe Pv CM 6.3570 157.72 1.59 120 0.000918 10-0 Pt 0.009 926 927 23-8 23-8 3.17 38.944 38.953 Flow (q) from Route 28 10-0 Pe Pv CM 6.3570 160.85 1.63 120 0.000952 10-0 Pt 0.010 927 928 23-8 23-8 3.13 38.953 38.963 Flow (q) from Route 29 10-0 Pe Pv CM 6.3570 164.05 1.66 120 0.000987 10-0 Pt 0.010 928 929 23-8 23-8 3.21 38.963 38.973 Flow (q) from Route 27 10-0 Pe Pv CM 6.3570 167.46 1.69 120 0.001026 11-3% Pt 0.012 929 930 23-8 23-8 3.40 38.973 38.984 Flow (q) from Route 24 11-3% Pe Pv CM 6.3570 171.20 1.73 120 0.001068 12-0 Pt 0.013 930 931 23-8 23-8 3.74 38.984 38.997 Flow (q) from Route 23 12-0 Pe Pv CM 6.3570 175.39 1.77 120 0.001117 12-0 Pt 0.013 931 932 23-8 23-8 4.20 38.997 39.011 Flow (q) from Route 21 12-0 Pe Pv CM 6.3570 180.13 1.82 120 0.001174 12-0 Pt 0.014 932 933 23-8 23-8 4.74 39.011 39.025 Flow (q) from Route 19 12-0 Pe Pv CM 6.3570 185.48 1.87 120 0.001239 11-101/2 Pt 0.015 933 934 23-8 23-8 5.35 39.025 39.039 Flow (q) from Route 17 11-10% Pe Pv CM 6.3570 191.49 1.94 120 0.001315 12-0 Pt 0.016 934 935 23-8 23-8 6.02 39.039 39.055 Flow (q) from Route 14 12-0 Pe Pv CM 6.3570 198.23 2.00 120 0.001401 12-0 Pt 0.017 935 936 23-8 23-8 6.73 39.055 39.072 Flow (q) from Route 12 12-0 Pe Pv CM 6.3570 205.72 2.08 120 0.001501 12-0 Pt 0.018 936 937 23-8 23-8 7.49 39.072 39.090 Flow (q) from Route 11 12-0 Pe Pv CM 6.3570 214.38 2.17 120 0.001620 24-61/2 Pt 0.166 937 938 23-8 1-6 8.66 39.090 48.866 Flow (q) from Route 9 2fE(12-7), CV(40-3), BV(12'-7) 77-11% 102-6 Pe Pv 9.610 CM 8.2490 214.38 1.29 120 0.000455 2-71/2 Pt 0.008 938 939 1-6 1-6 48.866 48.874 LtE(15-3) 15-3 17-11 Pe Pv UG 8.2490 214.38 1.29 140 0.000342 5-0 Pf 0.009 939 940 1-6 -3-6 48.874 51.050 LtE(20'-31/2) 20-3% 25-3% Pe Pv 2.168 UG 7.6000 214.38 1.52 140 0.000510 100-11/2 Pt 0.072 940 7 4-6 4-6 51.050 51.122 PIV(4-2%), T(36-8) 40-10% 141-0 Pc Pv 0.000 UG 7.9800 214.38 1.38 150 0.000354 84-31/2 Pt 0.037 7 6 4-6 -3-6 51.122 51.159 LtE(19-7%) 19-7% 103-11 Pc Pv ,©M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 10 ~jjljHydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Reoort DescriDtion: Ordinary Grouo II (9 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.6000 214.38 1.52 140 0.000510 13-0 Pt 0.014 6 5 -3-6 -3-6 51.159 51.173 LtE(13'-7%) 1371/2 26-71/2 Pe Pv UG 8.3900 214.38 1.24 140 0.000315 10-0 Pt 14.238 5 4 4-6 4-6 51.173 65.411 2E(30-6V2), BFP(-14.209), LtE(2 201/z) 83-1% 9311/z Pe Pv UG 7.6000 214.38 1.52 140 0.000510 9-8 Pf 0.024 4 3 -3'-6 4-6 65.411 65.434 T(36-8) 36-8 46-4 Pe Pv UG 11.5500 181.90 0.56 140 0.000049 48-6 Pt 0.006 3 2 4-6 4-6 65.434 65.440 T(67'-11V2) 67'-111/2 116-5 Pe Pv UG 5.7000 214.38 2.70 140 0.002072 1741/2 Pf 0.073 2 1 -3-6 -3-6 32.47 65.440 65.513 Flow (q) from Route 3 2LtE(8'-10) 17-8% 35-1 Pe Pv FR 6.2800 214.38 2.22 140 0.001292 5-0 Pt 0.006 1 911 4-6 1'6 65.513 63.352 Water Supply 50 Pe Pv -2.168 250.00 Hose Allowance At Source 911 464.38 =. ..... Route 2 ..... BL 1.6820 26.10 3.77 120 0.021359 11-8 Pf 0.249 9407 9408 13-8 13-5 26.10 5.6 21.717 22.071 Sprinkler 11-8 Pe Pv 0.105 BL 1.6820 52.41 7.57 120 0.077577 11-8 Pt 0.905 9408 9409 13-5 13-2 26.31 5.6 22.071 23.081 Sprinkler 11-8 Pe Pv 0.105 BL 1.6820 79.31 11.45 120 0.166969 11-8 Pt 1.948 9409 9410 13-2 12-11 26.90 5.6 23.081 25.134 Sprinkler 11-8 Pe Pv 0.105 BL 1.6820 107.39 15.51 120 0.292501 16-9 Pt 11.599 9410 902 12-11 11-10% 28.08 5.6 25.134 37.192 Sprinkler, 3E(4-4), P0(9-11) 22101/2 39-8 Pe Pv 0.458 -Route 3 ..... UG 11.5500 32.47 0.10 140 0.000002 1738-31/2 Pt 0.004 12 2 -3-6 3'6 32.47 65.436 65.440 Flow (q) from Route 4 PIV(6'-91/2), EE(14'-81/2), Ee2(14'- 81/2), 3LtE(20'-41/2), T(67-111/2) 165-4 1903'71/2 Pe Pv =. ..... Route 4 ..... UG 15.5000 32.47 0.06 140 0.000000 462-51/2 Pt 0.000 11 12 4-6 4-6 32.47 65.436 65.436 Flow (q) from Route 5 2EE(26-6%), T(109-21/2) 162-3 624-8% Pe Pv =. ..... Route 5 ..... UG 11.5500 32.47 0.10 140 0.000002 679-61/2 Pt 0.002 3 ii 4-6 -3-6 181.90 65.434 65.436 Flow (q) from Route 1 EE(14'-81/2), PlV(6'-91/2), T(67'-11 1/2) 89-5% 769-0 Pe Pv Route ..... BL 2.1570 18.77 1.65 120 0.003457 4-8 Pt 0.052 941 942 25-7 25-61/2 18.77 37.933 38.003 Flow (q) from Route 34 ff(10'51/,) 10-5% 15-1% Pe Pv 0.017 RN 2.0670 18.77 1.79 120 0.004255 1-10% Pt 0.050 942 910 25-6% 23-8 38.003 38.862 P0(10-0) 10-0 11-10% Pe Pv 0.809 Route ..... BL 2.1570 16.61 1.46 120 0.002758 4-71/2 Pt 0.042 943 944 26-0 25-111/2 16.61 37.773 37.820 Flow (q) from Route 54 fT(10-51/2) 10-5% 1511/2 Pe Pv 0.005 RN 2.0670 16.61 1.59 120 0.003395 2-31/2 Pf 0.042 944 912 25-111/2 23-8 37.820 38.863 Po(100) 10-0 12-31/2 Pe Pv 1.001 =... ... Route 8 ..... BL 2.1570 14.67 1.29 120 0.002192 471,4 Pf 0.033 945 946 26-3% 26-31/2 14.67 37.663 37.689 Flow (q) from Route 53 fT(10'-S%) 10-51/2 15-1% Pe Pv -0.007 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 11 1111 Hydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Descriotion: Ordinary Grouo II (9 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 14.67 1.40 120 0.002697 271/2 Pf 0.034 946 913 26-31/2 238 37.689 38.864 Po(100) 10-0 1271/z Pe Pv 1.141 =. ..... Route 9 ..... BL 2.0670 8.66 0.83 120 0.001017 62-10 Pt 0.064 947 948 26-31/2 26-91/2 37.870 37.716 62-10 Pe Pv -0.218 BL 2.1570 8.66 0.76 120 0.000826 4-71/2 Pt 0.012 948 949 26-9% 26'-91/2 37.716 37.728 fT(10'-51/2) 10-5% 1511/z Pe Pv RN 2.0670 8.66 0.83 120 0.001017 3-1% Pf 0.013 949 937 26-9% 23-8 37.728 39.090 P0(10-0) 10-0 13-1% Pe Pv 1.348 Route 10 ..... RN 2.0670 8.66 0.83 120 0.001017 2-51/2 Pt 0.011 950 951 23-9 26-2% 8.66 38.949 37.894 Flow (q) from Route 62 if(8-6) 8-6 10111/z Pe Pv -1.066 BL 2.1570 8.66 0.76 120 0.000826 4-8 Pt 0.004 951 947 26-21/2 26-31/2 37.894 37.870 4-8 Pe Pv -0.028 =. ..... Route 11 ..... BL 2.1570 7.49 0.66 120 0.000632 4-71/2 Pt 0.010 952 953 26-91/2 26-91/2 7.49 37.704 37.713 Flow (q) from Route 13 fl(10-5%) 10-5% 15-1% Pe Pv RN 2.0670 7.49 0.72 120 0.000777 3-1% Pt 0.010 953 936 26-91/2 23-8 37.713 39.072 P0(10-0) 10-0 13-1% Pe Pv 1.348 =...... Route 12 ..... RN 2.0670 6.73 0.64 120 0.000639 2-51/2 Pt 0.013 954 955 23-9 26-21/2 22.88 38.947 37.894 P0(10-0), Flow (q)from Route 61 fT (8-6) 18-6 20111,4 Pe Pv -1.066 BL 2.1570 6.73 0.59 120 0.000519 4-8 Pt 0.002 955 956 26-21/2 26-3% 37.894 37.868 4-8 Pe Pv -0.028 BL 2.0670 6.73 0.64 120 0.000639 62-10 Pt 0.040 956 957 26-31/2 26-91/2 37.868 37.690 62-10 Pe Pv -0.218 BL 2.1570 6.73 0.59 120 0.000519 4-71/2 Pt 0.008 957 958 26-91/2 26-91/2 37.690 37.698 if(10-5%) 1051/2 15-1% Pe Pv RN 2.0670 6.73 0.64 120 0.000639 3-1% Pt 0.008 958 935 26-91/2 23-8 37.698 39.055 P0(10-0) 10-0 13-1% Pe Pv 1.348 Route 13 ..... CM 4.2600 16.15 0.36 120 0.000095 12-0 Pt 0.001 954 959 23-9 23-9 22.88 38.947 38.948 Flow (q) from Route 61 12-0 Pe Pv RN 2.0670 7.49 0.72 120 0.000777 2-51/2 Pt 0.016 959 960 23-9 26-21/2 38.948 37.898 P0(10-0) fT(8-6) 18-6 20111/a Pe Pv -1.066 BL 2.1570 7.49 0.66 120 0.000632 4-8 Pt 0.003 960 961 26-2% 26-31/2 37.898 37.873 4-8 Pe Pv -0.028 BL 2.0670 7.49 0.72 120 0.000777 62-10 Pt 0.049 961 952 26-3% 26-9% 37.873 37.704 62-10 Pc Pv -0.218 -Route 14 ..... RN 2.0670 6.02 0.58 120 0.000518 3-1% Pt 0.007 962 934 26-91/2 23-8 6.02 37.684 39.039 Flow (q) from Route 15 P0(10-0) 10-0 13-1% Pe Pv 1.348 Route 15 ..... BL 2.1570 6.02 0.53 120 0.000421 4-71/. Pt 0.006 963 962 26-9% 26-91/2 6.02 37.678 37.684 Flow (q) from Route 16 if(10'-S%) 1051/z 15-1'/z Pe Pv Route 16 ..... , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 12 1111 Hydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Reoort Descriotion: Ordinary Grouo II (9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.0670 6.02 0.58 120 0.000518 62-10 Pf 0.033 964 963 26-3% 26-91/2 37.863 37.678 62-10 Pe Pv -0.218 Route 17 ..... RN 2.0670 5.35 0.51 120 0.000417 2-51/2 Pf 0.009 965 966 23-9 26-21/2 34.25 38.941 37.884 P0(10-0), Flow (q)from Route 60 fT(8'-6) 18-6 20-111/2 Pe Pv -1.066 BL 2.1570 5.35 0.47 120 0.000339 4-8 Pf 0.002 966 967 26-21/2 26-31/2 37.884 37.857 4-8 Pe Pv -0.028 BL 2.0670 5.35 0.51 120 0.000417 62-10 Pt 0.026 967 968 26-31/2 26-9% 37.857 37.666 62-10 Pc Pv -0.218 BL 2.1570 5.35 0.47 120 0.000339 4-7% Pt 0.005 968 969 26-91/2 26-91/2 37.666 37.671 ff(1051/2) 10-5% 15-1% Pc Pv RN 2.0670 5.35 0.51 120 0.000417 3-11/2 Pt 0.005 969 933 26-9% 23-8 37.671 39.025 P0(10-0) 10-0 13-1% Pc Pv 1.348 =. ..... Route 18 ..... CM 4.2600 28.90 0.65 120 0.000279 11-101/2 Pt 0.003 965 970 23-9 23-9 34.25 38.941 38.945 Flow (q) from Route 60 11-101/2 Pe Pv RN 2.0670 6.02 0.58 120 0.000518 2-51/2 Pt 0.011 970 971 23-9 26-2% 38.945 37.889 P0(10-0) fT(8-6) 18-6 20-11% Pc Pv -1.066 BL 2.1570 6.02 0.53 120 0.000421 4-8 Pt 0.002 971 964 26-21/2 26-31/2 37.889 37.863 4-8 Pc Pv -0.028 =...... Route 19 ..... RN 2.0670 4.74 0.45 120 0.000333 3-1% Pt 0.004 972 932 26-9% 23-8 4.74 37.658 39.011 Flow (q) from Route 20 P0(10-0) 10-0 1311/2 Pc Pv 1.348 Route 20 ..... BL 2.1570 4.74 0.42 120 0.000271 4-8 Pt 0.001 973 974 26-21/2 26-31/2 4.74 37.877 37.851 Flow (q) from Route 22 4-8 Pc Pv -0.028 BL 2.0670 4.74 0.45 120 0.000333 62-10 Pf 0.021 974 975 26-31/2 26-91/2 37.851 37.654 62-10 Pc Pv -0.218 BL 2.1570 4.74 0.42 120 0.000271 4-7% Pt 0.004 975 972 26-91/2 26-91/2 37.654 37.658 fT(10-5%) 10-5% 15-1% Pc Pv =. ..... Route 21 ..... RN 2.0670 4.20 0.40 120 0.000266 2-51/2 Pt 0.006 976 977 23-9 26-21/2 43.18 38.931 37.870 P0(10-0), Flow (q) from Route 59 ff(8'-e) 18-6 20-11% Pc Pv -1.066 BL 2.1570 4.20 0.37 120 0.000216 4-8 Pt 0.001 977 978 26-2% 26-31/2 37.870 37.843 4-8 Pc Pv -0.028 BL 2.0670 4.20 0.40 120 0.000266 62-10 Pf 0.017 978 979 26-3% 26-91/2 37.843 37.642 62-10 Pc Pv -0.218 BL 2.1570 4.20 0.37 120 0.000216 4-71/2 Pt 0.003 979 980 26-91/2 26-9% 37.642 37.645 fT(10-5%) 10-5% 15-1% Pc Pv RN 2.0670 4.20 0.40 120 0.000266 3-1% Pt 0.003 980 931 26-91/2 23-8 37.645 38.997 P0(10-0) 1 10-0 13-1% Pc Pv 1.348 =. ..... Route 22 ..... CM 4.2600 38.98 0.88 120 0.000486 12-0 Pt 0.006 976 981 23-9 23-9 43.18 38.931 38.937 Flow (q) from Route 59 12-0 Pc Pv RN 2.0670 4.74 0.45 120 0.000333 2-51/2 Pt 0.007 981 973 23-9 26-21/2 38.937 37.877 P0(10-0) ff(8'6) 18-6 20-11% Pc Pv -1.066 ©M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 13 N IHYdau11c Analysis 0 1 Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Description: Ordinary Group 11 (9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 23 ..... BL 2.1570 3.74 0.33 120 0.000175 4-8 Pt 0.001 982 983 26-2'/2 26-31/2 3.74 37.862 37.835 Flow (q) from Route 25 4-8 Pe Pv -0.028 BL 2.0670 3.74 0.36 120 0.000215 62-10 Pt 0.014 983 984 26-3'/2 26'-9Y2 37.835 37.630 62-10 Pe Pv -0.218 BL 2.1570 3.74 0.33 120 0.000175 4-7% Pt 0.003 984 985 26-91/2 26-91/2 37.630 37.633 fT(10-5%) 10-5% 15-1% Pe Pv RN 2.0670 3.74 0.36 120 0.000215 3-1% Pt 0.003 985 930 26-9% 23-8 37.633 38.984 P0(10-0) 10-0 1311/z Pe Pv 1.348 =. ..... Route 24 ..... RN 2.0670 3.40 0.33 120 0.000181 2-51/2 Pt 0.004 986 987 23-9 26-2% 50.32 38.916 37.854 P0(10-U), Flow (q)from Route 58 fr(8'-6) 18-6 20-11% Pe Pv -1.066 BL 2.1570 3.40 0.30 120 0.000147 4-8 Pt 0.001 987 988 26-21/2 26-31/2 37.854 37.826 4-8 Pe Pv -0.028 BL 2.0670 3.40 0.33 120 0.000181 62-10 Pt 0.011 988 989 26-31/2 26-9% 37.826 37.620 62-10 Pe Pv -0.218 BL 2.1570 3.40 0.30 120 0.000147 4-7% Pt 0.002 989 990 26-9% 26-91/2 37.620 37.622 ff(105%) 10-5% 15-1% Pe Pv RN 2.0670 3.40 0.33 120 0.000181 3-1% Pf 0.002 990 929 26-9% 23-8 37.622 38.973 P0(10-0) 10-0 13-1% Pe Pv 1.348 =. ..... Route 25 ..... CM 4.2600 46.92 1.06 120 0.000685 11-3% Pt 0.008 986 991 23-9 23-9 50.32 38.916 38.924 Flow (q) from Route 58 11-3% Pe Pv RN 2.0670 3.74 0.36 120 0.000215 2-5% Pf 0.005 991 982 23-9 26-21/2 38.924 37.862 P0(10-0) fT(8-6) 18-6 20-11% Pe Pv -1.066 =. ..... Route 26 ..... BL 2.1570 7.50 0.66 120 0.000633 4-71/2 Pt 0.010 992 993 27-8 27-81/2 7.50 37.130 37.129 Flow (q) from Route 38 fT(10-51/..) 10-51/2 15'-l% Pe Pv -0.010 RN 2.0670 7.50 0.72 120 0.000779 4-0% Pf 0.011 993 918 27-81/2 23-8 37.129 38.885 P0(10-0) 10-0 14-0% Pe Pv 1.746 =. ..... Route 27 ..... BL 2.1570 3.21 0.28 120 0.000132 4-71/2 Pt 0.002 994 995 27-0 26-111/2 3.21 37.520 37.527 Flow (q) from Route 43 fT(10-51/2) 10-5% 15-1% Pe Pv 0.005 RN 2.0670 3.21 0.31 120 0.000162 3-3% Pt 0.002 995 928 26-111/2 23-8 37.527 38.963 P0(10-0) 10-0 13-31/2 Pe Pv 1.433 =. ..... Route 28 ..... BL 2.1570 3.17 0.28 120 0.000129 4-7% Pt 0.002 996 997 27-3% 27-3 3.17 37.370 37.382 Flow (q) from Route 46 fT(10-5%) 10-51/2 15-1% Pe Pv 0.010 RN 2.0670 3.17 0.30 120 0.000159 3-7 Pt 0.002 997 926 27-3 23-8 37.382 38.944 P0(10-0) 10-0 13-7 Pc Pv 1.560 =. ..... Route 29 ..... BL 2.1570 3.13 0.27 120 0.000126 4-71/2 Pt 0.002 998 999 27-1% 27-1% 3.13 37.442 37.455 Flow (q) from Route 44 fr(10-5%) 10-5% 15-1% Pc Pv 0.010 RN 2.0670 3.13 0.30 120 0.000154 3-5% Pt 0.002 999 927 27-1% 23-8 37.455 38.953 P0(10-0) 10-0 13-51/2 Pc Pv 1.497 =. ..... Route 3O ..... , © M.E.P.CAD, Inc. 111 AutoSPRlNK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 14 111 IHydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Reoort DescriDtion: Ordinary Grouo II (9 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 3.34 0.29 120 0.000142 4-71/2 Pf 0.002 1000 1001 27-5% 27-5 3.34 37.290 37.303 Flow (q) from Route 47 fT(10-51/2) 1051/2 15-1% Pe Pv 0.010 RN 2.0670 3.34 0.32 120 0.000174 3-9 Pf 0.002 1001 925 27-5 23-8 37.303 38.936 P0(10-0) 10-0 13-9 Pc Pv 1.630 Route 31 ..... BL 2.1570 3.62 0.32 120 0.000165 4-7'/z Pf 0.002 1002 1003 27-71/2 27-71/2 3.62 37.200 37.203 Flow (q) from Route 49 ff(105%) 10-51/2 15-1% Pc Pv 0.001 RN 2.0670 3.62 0.35 120 0.000203 3-11% Pt 0.003 1003 924 27-7% 23-8 37.203 38.927 P0(10-0) 10-0 13-111/2 Pc Pv 1.721 Route 32 ..... BL 2.1570 4.02 0.35 120 0.000200 4-7% Pf 0.003 1004 1005 27-11 27-111/2 4.02 37.067 37.059 Flow (q) from Route 50 ff(105%) 10-51/2 15-1% Pc Pv -0.010 RN 2.0670 4.02 0.38 120 0.000246 4-31/2 Pf 0.004 1005 923 27-111/2 23-8 37.059 38.919 PO(10..0) 10-0 14-31/2 Pc Pv 1.856 =. ..... Route 33 ..... BL 2.1570 4.51 0.40 120 0.000247 4-7% Pf 0.004 1006 1007 28-3 28-3 4.51 36.922 36.915 Flow (q) from Route 51 ff(10'-51/2) 10-5% 15-1% Pc Pv -0.010 RN 2.0670 4.51 0.43 120 0.000304 4-7 Pt 0.004 1007 922 28-3 23-8 36.915 38.911 Po(100) 10-0 14-7 Pc Pv 1.992 =. ..... Route 34 ..... CM 4.2600 193.22 4.35 120 0.009389 12-0 Pt 0.113 904 1008 23-9 23-9 21.16 38.242 38.354 Flow (q) from Route 1 12-0 Pc Pv RN 2.0670 18.77 1.79 120 0.004255 1-6 Pf 0.085 1008 1009 23-9 25-3 38.354 37.784 P0(10-0) fl(8-6) 18-6 20-0 Pc Pv -0.656 BL 2.1570 18.77 1.65 120 0.003457 4-7% Pf 0.016 1009 1010 25-3 25-3 37.784 37.796 4-71/2 Pc Pv -0.003 BL 2.0670 18.77 1.79 120 0.004255 62-10 Pt 0.267 1010 941 25-3 25-7 37.796 37.933 62-10 Pc Pv -0.131 =. ..... Route 35 ..... CM 4.2600 174.45 3.93 120 0.007772 12-0 Pf 0.093 1008 1011 23-9 23-9 18.77 38.354 38.448 Flow (q) from Route 34 12-0 Pc Pv CM 4.2600 157.84 3.55 120 0.006458 12-0 Pt 0.077 1011 1012 23-9 23-9 38.448 38.525 12-0 Pc Pv CM 4.2600 143.16 3.22 120 0.005392 11-101/2 Pf 0.064 1012 1013 23-9 23-9 38.525 38.589 11-101/2 Pc Pv CM 4.2600 130.23 2.93 120 0.004525 12-0 Pt 0.054 1013 1014 23-9 23-9 38.589 38.643 12-0 Pc Pv RN 2.0670 11.36 1.09 120 0.001681 2-91/2 Pt 0.036 1014 1015 23-9 26-61/2 38.643 37.474 P0(10-0) IT(8'-6) 18-6 2131/z Pc Pv -1.205 BL 2.1570 11.36 1.00 120 0.001366 4-8 Pf 0.006 1015 1016 26-61/2 26-7 37.474 37.449 4-8 Pc Pv -0.031 BL 2.0670 11.36 1.09 120 0.001681 62-10 Pf 0.106 1016 1017 26-7 26-101/2 37.449 37.441 62-10 Pc Pv -0.114 BL 2.1570 11.36 1.00 120 0.001366 4-7% Pt 0.021 1017 1018 26-10% 26-101/2 37.441 37.455 fT(10'-51/2) 10-51/2 15-1% Pc Pv -0.007 RN 2.0670 11.36 1.09 120 0.001681 3-21/2 Pf 0.022 1018 915 26-10% 23-8 37.455 38.870 PQ(100) 10-0 13-21/2 Pc Pv 1.393 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/16/2021 10:04:59AM Page 15 ________Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Description: Ordinary Group 11 (9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 36 ..... CM 4.2600 118.86 2.68 120 0.003822 12-0 Pf 0.046 1014 1019 23-9 23-9 11.36 38.643 38.689 Flow (q) from Route 35 12-0 Pe Pv RN 2.0670 9.93 0.95 120 0.001310 2-10% Pf 0.028 1019 1020 23-9 26-7% 38.689 37.467 P0(10-0) ff(8'-6) 18-6 2141/2 Pe Pv -1.250 BL 2.1570 9.93 0.87 120 0.001065 4-8 Pf 0.005 1020 1021 26-71/2 26-81/2 37.467 37.441 4-8 Pe Pv -0.031 BL 2.0670 9.93 0.95 120 0.001310 62-10 Pf 0.082 1021 1022 26-8 V2 27-2 37.441 37.330 62-10 Pe Pv -0.193 BL 2.1570 9.93 0.87 120 0.001065 4-71/2 Pt 0.016 1022 1023 27'-2 27-2 37.330 37.337 ff(10..51/z) 1051/z 1511/z Pe Pv -0.009 RN 2.0670 9.93 0.95 120 0.001310 3-6 Pf 0.018 1023 916 27'-2 23-8 37.337 38.874 P0(10-0) 10-0 13-6 Pe Pv 1.520 =. ..... Route 37 ..... CM 4.2600 108.93 2.45 120 0.003252 12-0 Pt 0.039 1019 1024 23-9 23-9 9.93 38.689 38.728 Flow (q) from Route 36 12-0 Pe Pv RN 2.0670 8.63 0.82 120 0.001010 3-0 Pt 0.022 1024 1025 23-9 26-9 38.728 37.455 P0(10-0) fl(8-6) 18-6 21-6 Pe Pv -1.295 BL 2.1570 8.63 0.76 120 0.000821 4-8 Pf 0.004 1025 1026 26-9 26-9% 37.455 37.427 4-8 Pe Pv -0.031 BL 2.0670 8.63 0.82 120 0.001010 62-10 Pf 0.063 1026 1027 26-9% 27-5 37.427 37.225 62-10 Pe Pv -0.265 BL 2.1570 8.63 0.76 120 0.000821 4-71/2 Pt 0.012 1027 1028 27-5 27-51/2 37.225 37.227 fT(10-5%) 10-51/2 15-1% Pe Pv -0.010 RN 2.0670 8.63 0.82 120 0.001010 3-91/2 Pf 0.014 1028 917 27-51/2 23-8 37.227 38.880 P0(10-0) 1 10-0 13-9% Pe Pv 1.639 =. ..... Route 38 ..... CM 4.2600 100.30 2.26 120 0.002792 11-4% Pt 0.032 1024 1029 23-9 23-9 8.63 38.728 38.760 Flow (q) from Route 37 11-4% Pe Pv RN 2.0670 7.50 0.72 120 0.000779 3-2 Pt 0.017 1029 1030 23-9 26-11 38.760 37.411 P0(10-0) fT(8-6) 18-6 21-8 Pe Pv -1.366 BL 2.1570 7.50 0.66 120 0.000633 4-8 Pt 0.003 1030 1031 26-11 26-111/2 37.411 37.382 4-8 Pe Pv -0.031 BL 2.0670 7.50 0.72 120 0.000779 62-10 Pt 0.049 1031 992 26-111/2 27-8 37.382 37.130 62-10 Pe Pv -0.302 =. ..... Route 39 ..... CM 4.2600 92.81 2.09 120 0.002418 10-0 Pt 0.024 1029 1032 23-9 23-9 7.50 38.760 38.784 Flow (q) from Route 38 10-0 Pe Pv RN 2.0670 6.60 0.63 120 0.000615 3-4% Pf 0.013 1032 1033 23-9 27-1% 38.784 37.326 P0(10-0) ff(86) 18-6 21-101/2 Pe Pv -1.472 BL 2.1570 6.60 0.58 120 0.000500 4-8 Pf 0.002 1033 1034 27-1% 27-21/2 37.326 37.304 4-8 Pe Pv -0.024 BL 2.0670 6.60 0.63 120 0.000615 62-10 Pt 0.039 1034 1035 27-2% 27-101/2 37.304 37.049 62-10 Pe Pv -0.293 BL 2.1570 6.60 0.58 120 0.000500 4-71/2 Pt 0.008 1035 1036 27-101/2 27-11 37.049 37.046 fT(10-51/2) 10-5% 15-1% Pe Pv -0.010 (,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 16 ~jfijHydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Description: Ordinary Group II (9 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 6.60 0.63 120 0.000615 4-3 Pt 0.009 1036 919 27-11 23-8 37.046 38.891 pO(10'o) 10-0 14-3 Pe Pv 1.836 Route 40 ..... CM 4.2600 86.21 1.94 120 0.002109 10-0 Pt 0.021 1032 1037 23-9 23-9 6.60 38.784 38.805 Flow (q) from Route 39 10,-0 Pe Pv RN 2.0670 5.80 0.55 120 0.000484 3-71/2 Pt 0.011 1037 1038 23-9 274h/2 38.805 37.236 P0(10-0) fT(8'-6) 18-6 2211/z Pe Pv -1.580 BL 2.1570 5.80 0.51 120 0.000393 4'-8 Pt 0.002 1038 1039 27-41/2 27-51/2 37.236 37.213 4'-8 Pe Pv -0.024 BL 2.0670 5.80 0.55 120 0.000484 62-10 Pf 0.030 1039 1040 27'-5'/. 28-1 37.213 36.968 62-10 Pc Pv -0.275 BL 2.1570 5.80 0.51 120 0.000393 4-77. Pf 0.006 1040 1041 28-1 28-1Y. 36.968 36.964 fl(10'-5%) 1051/z 1511/z Pe Pv -0.010 RN 2.0670 5.80 0.55 120 0.000484 4-57. Pt 0.007 1041 920 28-1'/2 23-8 36.964 38.897 P0(10-0) 10-0 1 1451/z Pe Pv 1.927 =. ..... Route 41 ..... CM 4.2600 80.41 1.81 120 0.001855 10-0 Pf 0.019 1037 1042 23-9 23'-9 5.80 38.805 38.824 Flow (q) from Route 40 10,-0 Pe Pv RN 2.0670 5.09 0.49 120 0.000381 3101/. Pf 0.009 1042 1043 23'-9 27-71/2 38.824 37.144 P0(10-0) fl(8-6) 18-6 2241/2 Pe Pv -1.689 BL 2.1570 5.09 0.45 120 0.000310 4-8 Pt 0.001 1043 1044 27-71/2 27-81/2 37.144 37.121 4-8 Pe Pv -0.024 BL 2.0670 5.09 0.49 120 0.000381 62-10 Pt 0.024 1044 1045 27-81/2 28-31/2 37.121 36.888 62-10 Pe Pv -0.257 BL 2.1570 5.09 0.45 120 0.000310 4-7% Pt 0.005 1045 1046 . 28-31/2 28-4 36.888 36.882 fT(10-5Y.) 10-51/2 15-1% Pe Pv -0.010 RN 2.0670 5.09 0.49 120 0.000381 4'-8 Pt 0.006 1046 921 28-4 23'-8 36.882 38.904 P0(10-0) 10,-0 14-8 Pe Pv 2.017 =. ..... Route 42 ..... RN 2.0670 12.94 1.24 120 0.002138 2'-8 Pt 0.045 1013 1047 23'-9 26'-5 38.589 37.487 P0(10-0) fT(8'-6) 18-6 21-2 Pe Pv -1.148 BL 2.1570 12.94 1.14 120 0.001737 4-71/2 Pt 0.008 1047 1048 26-5 26-5 37.487 37.491 4-71/2 Pe Pv -0.003 BL 2.0670 12.94 1.24 120 0.002138 62-10 Pt 0.134 1048 1049 26-5 26-7 37.491 37.553 62-10 Pe Pv -0.072 BL 2.1570 12.94 1.14 120 0.001737 4-71/2 Pt 0.026 1049 1050 26'-7 26'-7 37.553 37.572 ff(10'51/2) 10-5% 15-1% Pe Pv -0.007 RN 2.0670 12.94 1.24 120 0.002138 2-11 Pt 0.028 1050 914 26'-7 23'-8 37.572 38.867 P0(10-0) 10-0 12-11 Pc Pv 1.267 Route 43 ..... BL 2.1570 3.21 0.28 120 0.000132 4-8 Pt 0.001 1051 1052 26'-5 26-5% 3.21 37.764 37.737 Flow (q) from Route 45 4-8 Pc Pv -0.028 BL 2.0670 3.21 0.31 120 0.000162 62-10 Pt 0.010 1052 994 26-5% 27-0 37.737 37.520 62-10 Pc Pv -0.227 Route 44 ..... (,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9116/2021 10:04:59AM Page 17 IHYdraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Report Description: Ordinary Group 11 (9) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 3.13 0.30 120 0.000154 2-10 Pf 0.003 1053 1054 23-9 26-7 56.66 38.900 37.674 P0(10-0), Flow (q) from Route 57 fT(86) 18-6 21-4 Pe Pv -1.229 BL 2.1570 3.13 0.27 120 0.000126 4-8 Pt 0.001 1054 1055 26-7 26-8 37.674 37.647 4-8 Pe Pv -0.028 BL 2.0670 3.13 0.30 120 0.000154 62-10 Pt 0.010 1055 998 26-8 27-1% 37.647 37.442 62-10 Pe Pv -0.214 Go ..... Route 45 ..... CM 4.2600 53.53 1.20 120 0.000874 10-0 Pf 0.009 1053 1056 23-9 23'-9 56.66 38.900 38.908 Flow (q) from Route 57 10-0 Pe Pv RN 2.0670 3.21 0.31 120 0.000162 2-8 Pt 0.003 1056 1051 23-9 26-5 38.908 37.764 P0(10-0) fT(8-6) 18-6 21-2 Pe Pv -1.148 ..... Route 46 ..... BL 2.1570 3.17 0.28 120 0.000129 4-8 Pt 0.001 1057 1058 26-91/2 26-10 3.17 37.581 37.551 Flow (q) from Route 48 4-8 Pe Pv -0.031 BL 2.0670 3.17 0.30 120 0.000159 62-10 Pt 0.010 1058 996 26-10 27-31/2 37.551 37.370 62-10 Pe Pv -0.191 40 .Route 47 ..... RN 2.0670 3.34 0.32 120 0.000174 3-3 Pt 0.004 1059 1060 23-9 27-0 63.16 38.879 37.479 P0(10-0), Flow (q) from Route 56 fT (8-6) 18-6 21-9 Pe Pv -1.404 BL 2.1570 3.34 0.29 120 0.000142 4-8 Pt 0.001 1060 1061 27-0 27-0% 37.479 37.448 4-8 Pe Pv -0.031 BL 2.0670 3.34 0.32 120 0.000174 62-10 Pt 0.011 1061 1000 27-0% 27-5% 37.448 37.290 62-10 Pe Pv -0.169 Route 48 ..... CM 4.2600 59.83 1.35 120 0.001073 9-81/2 Pt 0.010 1059 1062 23-9 23-9 63.16 38.879 38.890 Flow (q) from Route 56 9-8% Pe Pv RN 2.0670 3.17 0.30 120 0.000159 3-0% Pt 0.003 1062 1057 23-9 26-91/2 38.890 37.581 P0(10-0) fT(8'-6) 18-6 21-6% Pe Pv -1.312 QD ..... Route 49 ..... CM 4.2600 66.79 1.50 120 0.001316 10-0 Pt 0.013 1063 1064 23-9 23-9 38.854 38.868 10-0 Pe Pv RN 2.0670 3.62 0.35 120 0.000203 3-51/2 Pt 0.004 1064 1065 23-9 27-21/2 38.868 37.369 P0(10-0) if(8-6) 18-6 21-11% Pe Pv -1.503 BL 2.1570 3.62 0.32 120 0.000165 4-8 Pt 0.001 1065 1066 27-21/2 27-3% 37.369 37.338 4-8 Pe Pv -0.031 BL 2.0670 3.62 0.35 120 0.000203 62-10 Pt 0.013 1066 1002 27-31/2 27-71/2 37.338 37.200 62-10 Pe Pv -0.151 =. ..... Route 5O ..... BL 2.1570 4.02 0.35 120 0.000200 4-8 Pt 0.001 1067 1068 27-5% 27'-6 4.02 37.257 37.227 Flow (q) from Route 52 4-8 Pe Pv -0.031 BL 2.0670 4.02 0.38 120 0.000246 62-10 Pt 0.015 1068 1004 27-6 27-11 37.227 37.067 62-10 Pe Pv -0.175 go ..... Route 51 ..... CM 4.2600 75.32 1.70 120 0.001643 9-8% Pt 0.016 1042 1069 23-9 23-9 5.09 38.824 38.840 Flow (q) from Route 41 9-8% Pe Pv ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:04:59AM Page 18 111 11-lydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD Reoort DescriDtion: Ordinary Grouo II (9 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 4.51 0.43 120 0.000304 3-11 Pf 0.007 1069 1070 23-9 27-8 38.840 37.147 P0(10-U) ffl8.-6) 18-6 22-5 Pe Pv -1.699 BL 2.1570 4.51 0.40 120 0.000247 4-8 Pt 0.001 1070 1071 27-8 2781/2 37.147 37.124 4-8 Pe Pv -0.024 BL 2.0670 4.51 0.43 120 0.000304 62-10 Pt 0.019 1071 1006 27'-81/2 28-3 37.124 36.922 62-10 Pe Pv -0.221 =. ..... Route 52 ..... CM 4.2600 70.80 1.59 120 0.001466 10-0 Pt 0.015 1069 1063 23-9 23-9 4.51 38.840 38.854 Flow (q) from Route 51 10-0 Pe Pv RN 2.0670 4.02 0.38 120 0.000246 381,4 Pf 0.005 1063 1067 23-9 27'-5% 38.854 37.257 P0(10-U) fT(8-6) 18-6 2221/z Pe Pv -1.603 =. ..... Route 53 ..... RN 2.0670 14.67 1.40 120 0.002697 2-4 Pf 0.056 1012 1072 23-9 26-1 38.525 37.578 P0(10-0) ff(8-6) 18-6 20-10 Pe Pv -1.003 BL 2.1570 14.67 1.29 120 0.002192 47l/2 Pf 0.010 1072 1073 26-1 26-1 37.578 37.584 4-7% Pe Pv -0.003 BL 2.0670 14.67 1.40 120 0.002697 62-10 Pt 0.169 1073 945 26-1 26-31/2 37.584 37.663 62-10 Pe Pv -0.091 Route 54 ..... BL 2.1570 16.61 1.46 120 0.002758 4-7V2 Pt 0.013 1074 1075 25-8 25-8 16.61 37.687 37.697 Flow (q) from Route 55 4-7% Pe Pv -0.003 BL 2.0670 16.61 1.59 120 0.003395 62-10 Pt 0.213 1075 943 25-8 26-0 37.697 37.773 62-10 Pe Pv -0.136 - Route 55 ..... RN 2.0670 16.61 1.59 120 0.003395 1-11 Pt 0.069 1011 1074 23-9 25-8 38.448 37.687 P0(10-0) fT(8-6) 18-6 20-5 Pe Pv -0.830 Route 56 ..... CM 4.2600 63.16 1.42 120 0.001187 10-0 Pt 0.012 1064 1059 23-9 23-9 3.62 38.868 38.879 Flow (q) from Route 49 10-0 Pe Pv Route 57 ..... CM 4.2600 56.66 1.28 120 0.000970 10-0 Pt 0.010 1062 1053 23-9 23-9 3.17 38.890 38.900 Flow (q) from Route 48 10-0 Pe Pv Route 58 ..... CM 4.2600 50.32 1.13 120 0.000779 10-0 Pt 0.008 1056 986 23-9 23-9 3.21 38.908 38.916 Flow (q) from Route 45 10-0 Pe Pv =. ..... Route 59 ..... CM 4.2600 43.18 0.97 120 0.000587 12-0 Pt 0.007 991 976 23-9 23-9 3.74 38.924 38.931 Flow (q) from Route 25 12-0 Pc Pv =. ..... Route 6O ..... CM 4.2600 34.25 0.77 120 0.000382 12-0 Pt 0.005 981 965 23-9 23-9 4.74 38.937 38.941 Flow (q) from Route 22 12-0 Pc Pv =. ..... Route 61 ..... CM 4.2600 22.88 0.52 120 0.000181 12-0 Pt 0.002 970 954 23-9 23-9 6.02 38.945 38.947 Flow (q) from Route 18 12-0 Pc Pv =. ..... Route 62 ..... CM 4.2600 8.66 0.19 120 0.000030 12-0 Pt 0.001 959 950 23-9 23-9 7.49 38.948 38.949 Flow (q) from Route 13 P0(264) 26-4 38-4 Pc Pv (,©M.E.P.CAD, Inc. !AutoSPRlNK2018v14.4.5.0 9/16/2021 10:04:59AM Page 19 Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground dyjHydraulic Analysis Job Number: 21-2135-03 - N-W EQUIPMENT YARD repon uescrlpllon: urainary tiroup ii Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length lEquivalent Pipe Lengths of Valves and Fillings (C=120 only) k C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 - Schedule 40 Steel Pipe Inside Diameter j - Factor Multiplying Factor 0.713 1.16 1.33 1.51 Fillings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device Id Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange EN Floating Node IT 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 Pry 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. jAutoSPRlNK20l8vl4.4.5.0 9/16/2021 10:04:59AM Page 20 ~jjqjFlow Diagram (Current View) Job Number: 21-2135-03 - N-W EQUIPMENT YARD U!IL3 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/16/2021 10:05:03AM Page 21 1111 Hydraulic Overview Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary Groun 11 (9 S-W EQUIP. AREA Job Job bamboo Design Engineer 21-2135-03 Karen Strother Job Name QUIDEL RUTHERFORD Phone (619) 672-4437 FAX (858)513-1322 Address I 2285 RUTHERFORD RD. State Cemg9oatlsruf.iserse Number #588039 Address 2 CARLSBAD, CA 92008 AHJ CITY OF CARLSBAD,CA Address 3 Job hitelBuilding EXIST. WAREHOUSE System Density Area sfApplleahon 0.200gpm/1t2 1500.00ft2 (Actual 1049.56112) Most Demanding Spnnkior Data Hens Streams 5.6 K-Factor 26.00 at 21.556 250.00 Coverage Per Sprinkler Number Of Sprinklers Calsuleted 130.00112 12 system Pressure Demand sysrem Ems,,, Demand 62.465 320.66 Total Demand 570.66 @ 62.465 Pressure Result +30.014 (32.5%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(gm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 911 Water Supply 3750.00 250.00 92.700 85.500 Gauge 10 0.000 0 0.00 Gauge 11 49.796 0 0.00 Gauge 9 49.796 45.44 320.66 Quidel Rutherford_Existing Overhead Updated - With Water Supply at Node 911 (3750.00, 250.00, 92.700, 85.500) 100 I I LSIatic Pressure 92.700 90 - 750.00 l 85.500 :Illt 70 60 with hose streams tllllMII t570.66 40 demand curve 30 20 - -- = 10- If• iIIIJ •IILiI.I• •I.I.LI.J.J.I.• •,j•j•j•j•j•j•j•f .I.I.I.I.I.I.l.l .I.J_i_i_l..I..I..? 11111 Ii' lii II 7500 4500 6000 l020000 3750 5250 6750 Water flow, gpm (,,©M.E.P.CAD, Inc. AutoSPRINK2018v14.3.9.0 9/10/2021 2:42:31 PM Page 1 ~JJJJHydrauflc Summary Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Job Job Number 21-2135-03 Design Engineer Karen Strother Job Neme: QUIDEL RUTHERFORD State Certlgcutiordljcense Number #588039 Address I 2285 RUTHERFORD RD. A}IJ CITY OF CARLSBADCA Add— 2 CARLSBAD, CA 92008 Job Sitelguildirg EXIST. WAREHOUSE Address 3 Droroing Name Quidel Rutherford—Existing Overhead_Updated - With System Remote Area(s) Most Demanding Sp,tnklnr Data 5.6 K-Factor 26.00 at 21.556 Occupancy Ordinary Group II Job Suffix S-W EQUIP. AREA Hose yilowoncn At Source 250.00 - Density 0.200gpm/ft2 Area olApplivadomr 1500.00ft2 (Actual 1049.56ft2) Additional Hose Supplies Node Flow(pi)m) Number 01 Sprinklers Calculated 12 Coverage Per Sprinkler 130.00ft2 AutoPnak Results: Pressure For Remote keels) Adjacent To Most Remote Area Total Rose Streams 250.00 System Flow Demand 320.66 Total Water Required (Including Hose yltowance) 570.66 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 18.87 between nodes 905 and 904 Maximum Velocity Undo, Ground 4.03 between nodes 1 and 2 Volume oapadty, of Wet Pipes 24628.329a1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 911 Water Supply 250.00 92.700 85.500 3750.00 92.479 I 570.66 62.465 30.014 Contractor Contractor Number 21-2135-03 Contact Name KAREN STROTHER Contact hue LEAD DESIGN/PM Name of Contractor WESTERN FIRE PROTECTION Phone (858) 513-4949 Extension 1303 Address r 13630 DANIELSON ST. FAX (858) 513-1322 Address 2 P0 WAY, CA 92064 E-mail kstrother@westernfireprotection.com Address 3 Web.Sye https://westernfireprotection.com/ ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:42:34PM Page IIHydraulic Graph Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA Water Supply at Node 911 Static Pressure 92.700 90 1750.00 85.500 ::i 320.66 @ 62.465 60 - 570.66 with hose streams CL (n J50— 40 S stem demand curve 30- 20--- 10 0__L11LU W.LU.LIIIIIIII 111111111 IIHIIII 111111111 11111111L 111111111 11111111 075Q 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraul:c Graph Water Supply at Node 911 Static: Pressure 92.700 Residual: Pressure 85.500 @ 3750.00 Available Pressure at Sore of Test 92.479 @ 570.66 Systeer Decreed 62.465 @ 320.66 Srstern Decreed (1flHod1r5 tresS PJR.oa000 at Sourest 62.465 @ 570.66 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:36PM Page 3 1111Hydraulic Graph Job Number: 21-2135-03 - S-W EQUIP. AREA PArrt flpsrrintinn' (rdinpery C,rndln 11 (A S-W EOUIP AREA Gauge 11 fi 100— Static Pressure 92.700 gH 1750.00 @ 85.500 80 70 60— 50— 0) . 250.00 with hose stream 0 40 30— S stem demand curve 20- OH o- IIILLIJUJJ.LLLI.IIIIIIIIIiiiiiiiii lilillill iiiiiilil °,so 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Gauge 11 Sleds: Pressure N/A Residual: Pressure N/A Available Pressure at rime at Test N/A Sysblni, Demand 49.796 @0.00 Syslem Demand Irdudlia tress auSsiaree at Seulee) 49.796 @ N/A ,©M.E.P.CAD, Inc. ill AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:36PM Page 4 1111 Hydrau1ic Graph Job Number: 21-2135-03 - S-W EQUIP. AREA re,,-..i,seia,r.. ii rn cee, crei lID AOA\ Gauge 10 100 TJ Static Pressure 92.700 750.00 @ 85.500 ::ii 60— (I) 50 a. 40- 30--- 20- 10 IS., stemdemand curve I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Rydrauhe Grsph Gauge 10 Stahe Pressure N/A Residual Pressure N/A Acaitubie Pressure at 11mm of Test N/A System Demand 0.000 @ 0.00 System Oemera (irehrdsg Oo,eAJOeaooe at S-e) 0.000 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:36PM Page 5 ~jjjjHydraulic Graph Job Number: 21-2135-03 - S-W EQUIP. AREA Resnsrt flastrintirsn flrdintiry (rntin 11 (C) 1;-VV FOHIP AREA) Gauge 9 100— Static Pressure 92.700 °H 1750.00 @ 85.500 ::ii 60— CR 320.66 @49.796 570.66 with hose streams 30 - s Istem demand curve 20- 10--- LLIIi.LI111111111_J..' 111111111 111111111 1 111111111 0 III 1 11111 III 1 11111 III I liii I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydreuhe Graph Gauge 9 Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A Syater, Domend 49.796 @ 320.66 Srstenn Demand trdnding Hose yJbeence at Source) 49.796 @ N/A , © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:36PM Page 6 1111 Summary Of Outfiowing Devices Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 9201 26.00 26.00 5.6 21.556 Sprinkler 9202 26.08 26.00 5.6 21.694 Sprinkler 9203 26.10 26.00 5.6 21.721 Sprinkler 9204 26.18 26.00 5.6 21.860 Sprinkler 9205 26.62 26.00 5.6 22.598 Sprinkler 9206 26.75 26.00 5.6 22.823 Sprinkler 9207 26.74 26.00 5.6 22.793 Sprinkler 9208 26.84 26.00 5.6 22.967 Sprinkler 9209 27.01 26.00 5.6 23.256 Sprinkler 9210 27.27 26.00 5.6 23.709 Sprinkler 9211 27.41 26.00 5.6 23.950 Sprinkler 9212 27.67 26.00 5.6 24.407 c> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.9.0 9/10/2021 2:42:44PM Page 7 111 INode Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary GrouD 11 (9 S-W EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 911 1-6 S 62.465 320.66 9201 11-9 Spr(-21.556) 21.556 26.00 9202 11-11 Spr(-21.694) 21.694 26.08 9203 11-9 Spr(-21.721) 21.721 26.10 9204 11-11 Spr(-21.860) 21.860 26.18 9205 11-9 Spr(-22.598) 22.598 26.62 9206 12-0 Spr(-22.823) 22.823 26.75 9207 12-1 Spr(-22.793) 22.793 26.74 9208 12-1 Spr(-22.967) 22.967 26.84 9209 12-2% Spr(-23.256) 23.256 27.01 9210 11-9 Spr(-23.709) 23.709 27.27 9211 12-0 Spr(-23.950) 23.950 27.41 9212 1221/2 Spr(-24.407) 24.407 27.67 1 4-6 2LtE(8-10) 64.619 2 4-6 (67111/2) 64.466 3 4-6 7(67-11Y2) 64.457 4 4-6 LtE(22'-01/2) 64.404 5 -3-6 LtE(13-71/2) 49.902 6 4-6 LtE(19-71/2) 49.874 7 4-6 T(36-8), Gauge 9 49.796 8 4-6 LtE(20'-31/.) 49.748 9 4-6 T(109-2%) 64.458 10 23-8 fT(41-6) 37.899 31 1-6 LtE(15-3) 47.562 37 4-6 T(36'-8) 64.454 160 23-8 P0(10-0) 38.019 162 23-8 P0(10-0) 38.019 164 23-8 P0(10-0) 38.019 166 23-8 P0(10-0) 38.019 168 23-8 P0(10-0) 38.019 170 23-8 P0(10-0) 38.019 172 23-8 FO(10-0) 38.019 174 23-8 FO(10-0) 38.019 217 23-8 FO(10-0) 38.019 219 23-8 FO(10'-O) 38.019 221 23-8 P0(10-0) 38.019 223 23-8 P0(10-0) 38.019 225 23-8 P0(10-0) 38.019 227 23-8 P0(10-0) 38.019 229 23-8 P0(10-0) 38.019 231 23-8 P0(10-0) 38.019 298 23-8 P0(10-0) 38.019 299 23-8 P0(10-0) 38.019 337 23-8 P0(10-0) 38.019 339 23-8 P3(10-0) 38.019 341 23-8 P3(10-0) 38.019 343 23-8 P3(10-0) 38.019 349 23-8 P0(10-0) 38.019 351 23-8 P0(10-0) 38.019 353 23-8 P0(10-0) 38.019 355 23-8 P3(10-0) 38.019 357 23-8 PJ(10'-O) 3.8.019 901 12-01/2 P0(8-0) 23.047 902 12-0% P0(8-0) 23.224 903 1201/2 P0(8-0) 23.822 904 12-01/2 P0(8-0) 24.995 905 23-8 mecl(16-5%) 36.485 1007 23-8 P0(37-81/2) 38.019 1010 23-8 P0(37-81/2) 38.019 1014 23-8 P0(37-81/2) 38.019 1017 23-8 P0(37-8%) 38.019 1021 23-8 1 P0(37-8%) 38.019 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:46PM Page 8 111INode Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary Groun 11 (9 S-W EQUIP. AREA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1024 23-8 P0(37-8%) 38.019 1028 23-8 P0(37-81/2) 38.019 1032 23-8 PO(37-81/z) 38.019 1035 23-8 P0(37-81/2) 38.019 1039 23-8 P0(37-8%) 38.019 1042 23-8 P0(37-8%) 38.019 1046 23-8 P0(37-8%) 38.019 1049 23-8 P0(37-81/2) 38.019 1052 23-8 P0(37-8%) 38.019 1056 23-8 P0(37-8%) 38.019 1059 23-8 130(37-8%) 38.019 1063 23-8 P0(37-8%) 38.019 1066 23-8 P0(37-8%) 38.019 1070 23'-8 P0(37-8%) 38.019 1073 23-8 130(37-8%) 38.019 1077 23-8 130(37-8%) 38.019 1080 23-8 130(37-8%) 38.019 1084 23-8 P0(37-81/.) 38.019 1088 23-8 P0(37-81/2) 38.019 1094 23-8 P0(37-8%) 38.019 1098 23-8 P0(37-81/2) 38.019 1101 23'-8 P0(37-81/2) 38.019 1105 23-8 P0(37-81/2) 38.019 1274 23-9 P0(10-0) 37.983 1276 23-9 P0(10-0) 37.983 1278 23-9 P0(10-0) 37.983 1280 23-9 P0(10-0) 37.983 1282 23-9 P0(10-0) 37.983 1284 23-9 P3(10-0) 37.983 1286 23-9 P3(10-0) 37.983 1288 23-9 P3(10-0) 37.983 1290 23-9 P3(10-0) 37.983 1292 23-9 P3(10-0) 37.983 1294 23-9 P3(10-0) 37.983 1296 23-9 P3(10-0) 37.983 1298 23-9 P3(10-0) 37.983 1300 23-9 P3(10-0) 37.983 1302 23-9 P3(10-0) 37.983 1304 23-9 P3(10-0) 37.983 1306 23-9 P3(10-0) 37.983 1308 23-9 P3(10-0) 37.983 1310 23-9 P3(10-0) 37.983 1312 23-9 P3(10-0) 37.983 1314 23-9 P3(10-0) 37.983 1316 23-9 P0(10-0) 37.983 1318 23-9 P0(10-0) 37.983 1320 23-9 P0(10-0) 37.983 1322 23-9 P0(10-0) 37.983 1324 23-9 P0(10-0) 37.983 1326 23-9 P0(10-0) 37.983 1328 23-9 P0(10-0) 37.983 1916 23-8 P0(37-81/.) 38.019 1918 23-8 P0(37-81/.) 38.019 1920 23-8 P0(37-81/.) 38.019 1922 23-8 P0(37-81/2) 38.019 1924 23-8 P0(37-81/2) 38.019 1926 23-8 P0(37-81/2) 38.019 1928 23-8 P0(37-8%) 38.019 1930 23-8 1 P0(37-81/.) 1 38.019 1 1932 23-8 P0(37-81/.) 38.019 1934 23-8 P0(37-8%) 38.019 1936 23-8 FO(37-8%) 38.019 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:46PM Page 9 IN INode Analysis Job Number: 21-2135-03 - S-W EQUIP. AEA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1938 23-8 P0(37-81/.) 38.019 1940 23-8 P0(37-81/2) 38.019 1942 23-8 P0(37-8%) 38.019 1944 23-8 P0(37-8%) 38.019 1946 23'-8 P0(37-81/2) 38.019 1948 23-8 P0(37-8%) 38.019 1950 23-8 P0(37-81/2) 38.019 1952 23-8 P0(37-8%) 38.019 1954 23-8 P0(37-8%) 38.019 1956 23-8 P0(37-8%) 38.019 1958 23-8 P0(37-8%) 38.019 1960 23-8 P0(37-81/.) 38.019 1962 23-8 P0(37-81/.) 38.019 1964 23-8 P0(37-8%) 38.019 1966 23-8 P0(37-8%) 38.019 1968 23-8 P0(37-8%) 38.019 1970 23-8 P0(37-8%) 38.019 2291 23-8 P0(10-0) 37.624 2292 25-3% fT(10'-5%) 36.808 2293 23-8 P0(10-0) 37.624 2294 25-6% fT(10-5%) 36.704 2295 23-8 P0(10-0) 37.626 2296 25-10 fT(10-5%) 36.608 2297 23-8 P0(10-0) 37.629 2298 26-2% fT(10-5%) 36.446 2299 23-8 P0(10-0) 37.634 2300 26-7 fl(10-5%) 36.313 2301 23-8 P0(10-0) 37.641 2302 26-10 fT(10-5%) 36.221 2303 23-8 P0(10-0) 37.650 2304 27-1 fT(10'-5%) 36.129 2305 23-8 P0(10-0) 37.661 2306 27-4 fT(10-5%) 36.023 2307 23-8 P0(10-0) 37.673 2308 27-7% fl(10'-5%) 35.928 2309 23-8 P0(10-0) 37.686 2310 27-10 (1(10-5%) 35.853 2311 23-8 fT(31-5) 37.693 2312 23-8 P0(10-0) 37.696 2314 23-8 P0(10-0) 37.701 2316 23-8 P0(10-0) 37.706 2318 23-8 P0(10-0) 37.712 2320 23-8 P0(10-0) 37.717 2322 23-8 P0(10-0) 37.722 2324 23-8 P0(10-0) 37.727 2326 23-8 P0(10-0) 37.733 2328 23-8 P0(10-0) 37.738 2330 23-8 P0(10-0) 37.743 2332 23-8 P0(10-0) 37.749 2334 23'-8 P0(10-0) 37.756 2336 23-8 P0(10-0) 37.762 2338 23-8 P0(10-0) 37.769 2340 23-8 P0(10-0) 37.775 2342 23-8 P0(10-0) 37.781 2344 23-8 P0(10-0) 37.788 2346 23-8 P0(10-0) 37.794 2386 25-4% 36.670 2387 25-7% 36.573 2388 25-10% 36.492 2389 26-21/2 36.377 2390 26-6% 36.256 2391 26-91/2 36.174 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:46PM Page 10 1111 Node Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Renort Descriotion: Ordinary Groun 11 (9 S-W EOUIP ARFA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2392 27-0% 36.090 2393 27-4 35.997 2394 27-7 35.907 2395 27-9% 35.836 2652 23-8 P0(16-51/2) 37.716 2653 23-8 P0(16-5%) 37.719 2655 23-8 P0(16-5%) 37.724 2657 23-8 P0(16-5%) 37.730 2659 23-8 PO(16-51/z) 37.736 2660 23-8 P0(16-51/2) 37.743 2662 23-8 P0(16-5%) 37.750 2663 23-8 P0(16-5%) 37.757 2665 23'-8 P0(16-5%) 37.764 2666 23-8 P0(16-5%) 37.771 2668 23-8 P0(16-5%) 37.777 2669 23-8 P0(16-5%) 37.784 2671 23-8 P0(16-5%) 37.790 2673 23-8 P0(16-51/2) 37.795 2675 23-8 P0(16-5%) 37.800 2677 23-8 P0(16-5%) 37.804 2680 23-8 P0(16-5%) 37.808 2683 23-8 P0(16-5%) 37.811 2685 23-8 fT(31-5) 37.820 2689 25-91/. P0(6-0) 36.861 2690 25-6 P0(6-0) 36.986 2697 27-3 P0(6-0) 36.173 2708 28-7 P0(6-0) 35.540 2709 28-9% P0(6-0) 35.467 2710 27-01/. P0(6-0) 36.264 2711 26-10% P0(6-0) 36.355 2712 27-11 P0(6-0) 35.903 2713 27-9 P0(6-0) 35.997 2714 27-61/,. P0(6-0) 36.098 2715 27-3% P0(6-0) 36.202 2716 25-3% P0(6-0) 37.088 2717 25-1 P0(6-0) 37.187 2718 24-10% P0(6-0) 37.289 2719 24-8 P0(6-0) 37.387 2720 27-5 P0(6-0) 36.080 2721 24-6 P0(6-0) 37.464 2722 24-7% P0(6-0) 37.388 2735 27-0 P0(6-0) 36.269 2746 2.3-51/2 P0(6-0) 35.602 2747 28-7 P0(6-0) 35.551 2748 26-10 P0(6-0) 36.362 2749 26-7% P0(6-0) 36.453 2750 27-8% P0(6-0) 36.003 2751 27-6 P0(6-0) 36.103 2752 27-31/2 P0(6-0) 36.212 2753 27-01/2 P0(6-0) 36.317 2754 25-11/2 P0(6-0) 37.163 2755 25-0% P0(6-0) 37.202 2756 24-11% P0(6-0) 37.252 2757 24-8 P0(6-0) 37.375 2758 24-6 P0(6-0) 37.453 2759 27-21/. P0(6-0) 36.175 2760 25-6% P0(6-0) 36.979 2761 25-3 P0(6-0) 37.107 2762 24-9 P0(6-0) 37.338 2781 25-3 P0(6-0) 37.097 2782 24-111/2 P0(6-0) 37.228 2799 28-31/2 P0(6-0) 35.663 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:46PM Page 11 1111 Node Analysis Job Number: 21-2135-03 - S-W EQUIP. A)EA Reoort Description: Ordinary Grouo 11 (9 S-W EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2800 28-5 P0(6-0) 35.635 2801 26-91/2 P0(6-0) 36.365 2802 26-7 P0(6-0) 36.459 2803 26-5 P0(6-0) 36.551 2804 2751/2 P0(6-0) 36.103 2805 27-3 P0(6-0) 36.210 2806 27-0 P0(6-0) 36.326 2807 269h/2 P0(6-0) 36.431 2808 24-11% P0(6-0) 37.237 2809 25-0 P0(6-0) 37.217 2810 25-0% P0(6-0) 37.215 2811 2481/z PO(6'-O) 37.362 2812 24-6% P0(6-0) 37.442 2813 24-10% P0(6-0) 37.287 2814 2611h/2 P0(6-0) 36.270 2848 23-8 P0(16-5%) 37.632 2851 23-8 P0(16-5%) 37.662 2854 23-8 P0(16-5%) 37.686 2857 23-8 P0(16-5%) 37.705 2860 23-8 P0(16-5%) 37.722 2863 23-8 P0(16-5%) 37.735 2866 23-8 P0(16-5%) 37.748 2869 23-8 P0(16-5%) 37.759 2872 23-8 fE(13-2) 37.785 2900 26-10 P0(6-0) 36.411 2901 26-8 P0(6-0) 36.477 2902 25-3 P0(6-0) 37.095 2903 2511/z P0(6-0) 37.173 2904 25-1% P0(6-0) 37.177 2905 25-1 P0(6-0) 37.198 2906 24-9 P0(6-0) 37.351 2907 24-7 P0(6-0) 37.432 2909 24-11 P0(6-0) 37.271 2910 25-1 P0(6-0) 37.177 2941 26-7% P0(6-0) 36.490 2942 26-7% P0(6-0) 36.506 2943 25-4 P0(6-0) 37.068 2944 25-3% P0(6-0) 37.092 2945 25-2% P0(6-0) 37.133 2946 25-11/. P0(6-0) 37.182 2947 24-9 P0(6-0) 37.340 2948 24-11 P0(6-0) 37.263 2949 24-7 P0(6-0) 37.424 2950 25-31/. P0(6-0) 37.089 2984 26-61/2 P0(6-0) 36.534 2985 26-71/2 P0(6-0) 36.511 2986 25-5% P0(6-0) 37.024 2987 25-3% P0(6-0) 37.095 2988 25-2 P0(6-0) 37.168 2989 24-9% P0(6-0) 37.329 2990 24-111/2 P0(6-0) 37.249 2991 24-71/2 P0(6-0) 37.410 2992 25-5% P0(6-0) 37.011 2993 25-5 P0(6-0) 37.031 3000 24-10 P0(6-0) 37.319 3001 24-8 P0(6-0) 37.399 3012 25-7 P0(6-0) 36.955 3023 26-9 P0(6-0) 36.440 3024 26-10 P0(6-0) 36.417 3025 25-6 P0(6-0) 37.008 3026 25-4 P0(6-0) 37.081 3027 25-2 1 P0(6-0) 1 37.157 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:46PM Page 12 111 Node Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Rnort Dperir'tinn (rdinry (rntin ii ( S-W F(1I lIP APFA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3028 25-7 P0(6-0) 36.971 3029 25-0 P0(6-0) 37.238 3034 2641/2 35.448 3035 26-9 35.360 3036 27-1 35.349 3037 2T-31/2 35.397 3038 27-31/2 35.510 3039 27-1 35.696 3040 26-9 35.918 3041 26-5 36.140 3042 26-5 36.195 3043 26-5 36.236 3047 24101/2 P0(6-0) 37.309 3048 24-8 P0(6-0) 37.389 3049 25-9% P0(6-0) 36.879 3050 25-8 P0(6-0) 36.932 3051 27-0 P0(6-0) 36.346 3052 27-01/. P0(6-0) 36.323 3053 25-61/2 P0(6-0) 36.991 3054 25-4% P0(6-0) 37.067 3055 25-21/2 P0(6-0) 37.146 3056 25-0% P0(6-0) 37.227 3079 23-8 P0(16-51/2) 37.795 3080 24-21/2 37.563 3082 23-8 P0(16-5%) 37.797 3083 24-21/2 37.566 3086 23-8 P0(16-5%) 37.800 3087 24-2% 37.569 3089 23-8 P0(16-5%) 37.803 3090 24-21/2 37.573 3093 23-8 P0(16-5%) 37.807 3094 24-2% 37.577 3096 23-8 P0(16-51/.) 37.812 3097 24-21/2 37.582 3100 23-8 P0(16-51/2) 37.817 3101 24-21/2 37.586 3103 23-8 P0(16-5%) 37.822 3104 24-21/2 37.592 3107 23-8 P0(16-5%) 37.826 3110 23-8 P0(16-5%) 37.829 3111 24-2% 37.598 3114 23-8 P0(16-5%) 37.835 3115 24-21/2 37.604 3119 23-8 P0(26-4) 36.497 3120 26-4 fT(8-6) 35.447 3121 23-8 P0(10-0) 36.487 3122 26-8 fT(8'-6) 35.360 3123 23-8 P0(10-0) 36.649 3124 27-0% fT(8-6) 35.343 3125 23-8 P0(10-0) 36.819 3126 27-31/2 fT(8-6) 35.381 3127 23-8 P0(10-0) 36.958 3128 27-31/2 fT(8-6) 35.498 3129 23-8 P0(10-0) 37.076 3130 27-0% fT(8-6) 35.700 3131 23-8 P0(10-0) 37.175 3132 26-81/2 fr(8-6) 35.937 3133 23-8 P0(10-0) 37.257 3134 26-4 fT(8-6) 36.161 3135 23-8 P0(10-0) 37.322 3136 26-4 fT(8'-6) 36.217 3137 23-8 P0(10-0) 37.369 (,,©M.E.P.CAD, Inc. ijAutoSPRINK 2018 v14.3.9.0 9/10/2021 2:42:46PM Page 13 1111 Node Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary Grouo 11 (9 S-W EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3138 26-4 fT(8-6) 36.259 3169 24-8% P0(6-0) 37.380 3213 24-9 P0(6-0) 37.368 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:46PM Page 14 11 IHydraulic Analysis M Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 1 ..... BL 1.6100 26.00 4.10 120 0.026249 8-0 Pf 0.210 9201 9202 11-9 11-11 26.00 5.6 21.556 21.694 Sprinkler 8-0 Pe Pv -0.072 BL 1.6100 52.08 8.21 120 0.094907 6-11 Pf 1.416 9202 901 11-11 12-0% 26.08 5.6 21.694 23.047 Sprinkler, P0(8-0) 8-0 14-11 Pe Pv -0.062 CM 2.6350 78.82 4.64 120 0.018544 9-6 Pt 0.176 901 902 1201/2 12-0% 26.74 23.047 23.224 Flow (q) from Route 4 9-6 Pe Pv CM 2.6350 157.94 9.29 120 0.067089 8-10 Pf 0.593 902 903 12-0% 12-0% 52.28 + 26.84 23.224 23.822 Flow (q) from Route 2 and 5 8-10 Pe Pv 0.006 CM 2.6350 238.32 14.02 120 0.143612 8-2 Pt 1.173 903 904 12'-0'/2 1201/2 53.37 + 27.01 23.822 24.995 Flow (q) from Route 3 and 6 8-2 Pe Pv CM 2.6350 320.66 18.87 120 0.248672 3231/2 Pf 16.529 904 905 12-0% 23'8 54.67 + 27.67 24.995 36.485 Flow (q) from Route 7 and 8 2fE(5'-101/2), fE(5'-11), mecT(16'- 51/2) 34-2 66'5% Pe Pv -5.038 CM 4.2600 55.10 1.24 120 0.000922 2-3% Pt 0.002 905 3121 23-8 23-8 36.485 36.487 2-3% Pe Pv RN 2.0670 27.02 2.58 120 0.008345 3-0 Pt 0.180 3121 3122 23-8 26-8 36.487 35.360 P0(10-0) fi(8'-6) 18-6 21-6 Pe Pv -1.306 BL 2.1570 27.02 2.37 120 0.006781 4-8 Pf 0.032 3122 3035 26-8 26-9 35.360 35.360 4-8 Pe Pv -0.032 BL 2.0670 27.02 2.58 120 0.008345 86-91/2 Pt 0.724 3035 2387 26-9 25-71/2 35.360 36.573 86-9% Pe Pv 0.489 BL 2.1570 27.02 2.37 120 0.006781 4-8 Pt 0.102 2387 2294 25-71/2 25-61/2 36.573 36.704 ff(10'..5%) 10-5% 15-1% Pe Pv 0.028 RN 2.0670 27.02 2.58 120 0.008345 1-10% Pf 0.099 2294 2293 25-61/2 23-8 36.704 37.624 P0(10-0) 10-0 11'101/2 Pe Pv 0.822 CM 6.3570 55.10 0.56 120 0.000131 12-0 Pt 0.002 2293 2295 23-8 23-8 28.08 37.624 37.626 Flow (q) from Route 56 12-0 Pe Pv CM 6.3570 79.92 0.81 120 0.000261 12-0 Pt 0.003 2295 2297 23-8 23-8 24.82 37.626 37.629 Flow (q) from Route 57 12-0 Pe Pv CM 6.3570 102.31 1.03 120 0.000412 11-101/2 Pt 0.005 2297 2299 23-8 23-8 22.39 37.629 37.634 Flow (q) from Route 61 11-101/2 Pe Pv CM 6.3570 122.57 1.24 120 0.000576 12-0 Pt 0.007 2299 2301 23-8 23-8 20.26 37.634 37.641 Flow (q) from Route 66 12-0 Pe Pv CM 6.3570 140.95 1.42 120 0.000746 12-0 Pt 0.009 2301 2303 23-8 23-8 18.39 37.641 37.650 Flow (q) from Route 65 12-0 Pe Pv CM 6.3570 157.71 1.59 120 0.000918 12-0 Pt 0.011 2303 2305 23-8 23-8 16.75 37.650 37.661 Flow (q) from Route 64 12-0 Pc Pv CM 6.3570 173.06 1.75 120 0.001090 11-41/2 Pt 0.012 2305 2307 23-8 23-8 15.35 37.661 37.673 Flow (q) from Route 63 11-4% Pc Pv CM 6.3570 187.28 1.89 120 0.001262 10-0 Pt 0.013 2307 2309 23-8 23-8 14.22 37.673 37.686 Flow (q) from Route 62 10-0 Pc Pv CM 6.3570 200.71 2.03 120 0.001434 5-0 Pt 0.007 2309 2311 23-8 23-8 13.43 37.686 37.693 Flow (q) from Route 55 5-0 Pc Pv CM 6.3570 117.62 1.19 120 0.000534 5-0 Pt 0.003 2311 2312 23-8 23-8 37.693 37.696 5-0 Pc Pv (M..,©M.E.P.CAD, Inc. I gAutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 15 1111 Hydrau1ic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA ReDort DescriDtion: Ordinary GrouD 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 117.62 1.19 120 0.000534 10-0 Pt 0.005 2312 2314 23-8 23-8 37.696 37.701 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 9.81,4 Pt 0.005 2314 2316 23-8 23-8 37.701 37.706 9-8% Pe Pv CM 6.3570 117.62 1.19 120 0.000534 10-0 Pt 0.005 2316 2318 23-8 23-8 37.706 37.712 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 10-0 Pt 0.005 2318 2320 23-8 23-8 37.712 37.717 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 10-0 Pf 0.005 2320 2322 23-8 23-8 37.717 37.722 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 9-8% Pt 0.005 2322 2324 23-8 23-8 37.722 37.727 9-8% Pe Pv CM 6.3570 117.62 1.19 120 0.000534 10-0 Pf 0.005 2324 2326 23-8 23-8 37.727 37.733 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 10-0 Pt 0.005 2326 2328 23-8 23-8 37.733 37.738 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 10-0 Pt 0.005 2328 2330 23-8 23-8 37.738 37.743 10-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 11-3% Pt 0.006 2330 2332 23-8 23-8 37.743 37.749 11-3% Pe Pv CM 6.3570 117.62 1.19 120 0.000534 12-0 Pt 0.006 2332 2334 23-8 23-8 37.749 37.756 12-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 12-0 Pt 0.006 2334 2336 23-8 23-8 37.756 37.762 12-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 12-0 Pt 0.006 2336 2338 23-8 23-8 37.762 37.769 12-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 11-101/2 Pt 0.006 2338 2340 23-8 23-8 37.769 37.775 11-101/2 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 12-0 Pt 0.006 2340 2342 23-8 23-8 37.775 37.781 12-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 12-0 Pf 0.006 2342 2344 23-8 23-8 37.781 37.788 12-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 12-0 Pt 0.006 2344 2346 23-8 23-8 37.788 37.794 12-0 Pe Pv CM 6.3570 117.62 1.19 120 0.000534 36-51/2 Pt 0.026 2346 2685 23-8 23-8 37.794 37.820 tE(12-7) 12-7 49-0% Pe Pv FM 6.3570 195.26 1.97 120 0.001363 16-0 Pt 0.078 2685 10 23-8 23-8 77.64 37.820 37.899 Flow (q) from Route 13 fT(41-6) 41-6 57-6 Pe Pv CM 8.2490 320.66 1.92 120 0.000959 24-91/2 Pt 0.053 10 31 23-8 1-6 125.40 37.899 47.562 Flow (q) from Route 12 tE(15-3), LtE(15-3) 30-61/2 55-4 Pe Pv 9.610 UG 8.2490 320.66 1.92 140 0.000721 5-0 Pt 0.018 31 8 1-6 -3-6 47.562 49.748 LtE(20-31/2) 20-3% 25-3% Pe Pv 2.168 U 7.6000 320.66 2.27 140 0.001075 4-51/2 Pt 0.049 8 7 -3-6 -3-6 49.748 49.796 PIV(4'-21/2), T(36-8), Gauge 9 40-10% 45 Pe Pv 0.000 (.,©M.E.P.CAD, Inc. IAutoSPRlNK2018v14.3.9.0 9/10/2021 2:42:48PM Page 16 111 1Hydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 7.9800 320.66 2.06 150 0.000746 84-31/2 Pt 0.078 7 6 -3-6 -3-6 49.796 49.874 LtE(19'-7%) 19-7% 103-11 Pe Pv UG 7.6000 320.66 2.27 140 0.001075 13-0 Pt 0.029 6 5 -3-6 4-6 49.874 49.902 LtE(13-7%) 13-7% 26-7% Pe Pv UG 8.3900 320.66 1.86 140 0.000664 10-0 Pt 14.501 5 4 -3-6 4-6 49.902 64.404 2E(30'-6%), BFP(-14.440), LtE(2 2-01/2) 83-1% 93-1% Pe Pv UG 7.6000 320.66 2.27 140 0.001075 9-8 Pt 0.050 4 37 4-6 -3-6 64.404 64.454 T(36-8) 36-8 46-4 Pe Pv UG 11.5500 272.09 0.83 140 0.000103 48-6 Pt 0.012 37 2 -3-6 4-6 64.454 64.466 T(67-11%) 67-111/2 116-5 Pe Pv UG 5.7000 320.66 4.03 140 0.004364 17-41/2 Pt 0.153 2 1 4-6 -3-6 48.57 64.466 64.619 Flow (q) from Route 9 2LtE(8'-10) 17-8% 35-1 Pe Pv FR 6.2800 320.66 3.32 140 0.002722 5-0 Pt 0.014 1 911 -3-6 1-6 64.619 62.465 Water Supply 5-0 Pe Pv -2.168 250.00 Hose Allowance At Source 911 570.66 CD ..... Route 2 ..... BL 1.6100 26.10 4.11 120 0.026434 8-0 Pf 0.211 9203 9204 11-9 11-11 26.10 5.6 21.721 21.860 Sprinkler 8-0 Pe Pv -0.072 BL 1.6100 52.28 8.24 120 0.095578 6-11 Pt 1.426 9204 902 11-11 12-0% 26.18 5.6 21.860 23.224 Sprinkler, PO(8'O) 8-0 14-11 Pc Pv -0.062 QD .Route 3 ..... BL 1.6100 26.62 4.20 120 0.027420 12-0 Pf 0.329 9205 9206 11-9 12-0 26.62 5.6 22.598 22.823 Sprinkler 12-0 Pc Pv -0.104 BL 1.6100 53.37 8.41 120 0.099305 2-3 Pt 1.018 9206 903 12-0 12-0% 26.75 5.6 22.823 23.822 Sprinkler, P0(8-0) 8-0 10-3 Pc Pv -0.019 .Route 4 ..... BL 1.6100 26.74 4.21 120 0.027639 1,-1 Pt 0.251 9207 901 12-1 12-0% 26.74 5.6 22.793 23.047 Sprinkler, P0(8-0) 8-0 9-1 Pe Pv 0.004 =. ..... Route 5 ..... BL 1.6100 26.84 4.23 120 0.027834 1,-1 Pt 0.253 9208 902 12-1 12-0% 26.84 5.6 22.967 23.224 Sprinkler, Po(80) 8-0 9-1 Pc Pv 0.004 40 ..... Route 6 ..... BL 1.6100 27.01 4.26 120 0.028159 9-3 Pt 0.486 9209 903 12-2% 12-0% 27.01 5.6 23.256 23.822 Sprinkler, Po(80) 8-0 17-3 Pc Pv 0.080 .Route 7 ..... BL 1.6100 1 27.27 4.30 120 0.028666 12-0 Pf 0.344 9210 9211 11-9 12-0 27.27 5.6 23.709 23.950 Sprinkler 12-0 Pc Pv -0.104 BL 1.6100 54.67 8.62 120 0.103823 2'-3 Pt 1.064 9211 904 12-0 12-0% 27.41 5.6 23.950 24.995 Sprinkler, P0(8-0) 8-0 10-3 Pe Pv -0.019 40 ..... Route 8 ..... BL 1.6100 27.67 4.36 120 0.029445 9-3 Pt 0.508 9212 904 12-21/2 12-0% 27.67 5.6 24.407 24.995 Sprinkler, P0(8-0) 8-0 17-3 Pe Pv 0.080 -Route 9 ..... UG 11.5500 48.57 0.15 140 0.000004 1738-3% Pt 0.008 9 2 -3-6 46 48.57 64.458 64.466 Flow (q) from Route 10 PIV(6'-9%), EE(14'-8%), Ee2(14- 81/.), 3LtE(20'-41/.), T(67-111/2) 165-4 1903'7% Pc Pv .Route lO ..... ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9110/2021 2:42:48PM Page 17 ~jjjjl-lydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 15.5000 48.57 0.08 140 0.000001 46251,4 Pt 0.001 3 9 -3-6 4-6 48.57 64.457 64.458 Flow (q) from Route 11 2EE(26-6V2), T(109-2V2) 162-3 62481/2 Pe Pv Route 11 ..... UG 11.5500 48.57 0.15 140 0.000004 67961/2 Pt 0.003 37 3 4-6 -3-6 272.09 64.454 64.457 Flow (q) from Route 1 EE(14'-81/2), PlV(6-91/.), T(67'-11 1/2 8951/z 769-0 Pe Pv =...... Route 12 ..... BL 2.6350 6.46 0.38 120 0.000181 8-0 Pf 0.001 2758 2812 24-6 24-6% 6.46 37.453 37.442 Flow (q) from Route 50 8-0 Pe Pv -0.012 BL 2.6350 6.46 0.38 120 0.000181 8-0 Pt 0.001 2812 2907 24'-6/2 24-7 37.442 37.432 8-0 Pe Pv -0.012 BL 2.6350 6.46 0.38 120 0.000181 8-0 Pt 0.001 2907 2949 24-7 24-7 37.432 37.424 8-0 Pe Pv -0.009 BL 2.6350 6.46 0.38 120 0.000181 8-0 Pt 0.001 2949 2991 24-7 24'-7/2 37.424 37.410 8-0 Pe Pv -0.015 BL 2.6350 6.46 0.38 120 0.000181 7-4% Pt 0.001 2991 3001 24-7% 24-8 37.410 37.399 7-4% Pe Pv -0.012 BL 2.6350 6.46 0.38 120 0.000181 8-31/2 Pf 0.002 3001 3048 24-8 24-8 37.399 37.389 8-31/2 Pe Pv -0.012 BL 2.6350 6.46 0.38 120 0.000181 4-51/2 Pt 0.003 3048 3115 24-8 24-21/2 37.389 37.604 fT(14-10) 14-10 19-3% Pe Pv 0.211 DY 2.6350 6.46 0.38 120 0.000181 0-0 Pf 0.003 3115 3114 24-2% 23-8 37.604 37.835 P0(16-5%) 16-51/2 16-5% Pe Pv 0.228 CM 6.3570 125.40 1.27 120 0.000601 52-8% Pt 0.064 3114 10 23-8 23-8 118.94 37.835 37.899 Flow (q) from Route 14 fE(12'-7), fT(41'-6) 54-1 106'-9V2 Pe Pv - Route 13 ..... BL 2.6350 12.21 0.72 120 0.000589 8-0 Pt 0.005 2747 2709 28-7 28-91/2 12.21 35.551 35.467 Flow (q) from Route 43 8-0 Pe Pv -0.089 BL 2.6350 12.21 0.72 120 0.000589 9-7 Pf 0.024 2709 2653 28-9% 23-8 35.467 37.719 fT(14'-10), P0(16-5%) 31-3% 40-101/2 Pe Pv 2.228 CM 6.3570 110.33 1.12 120 0.000474 9-8% Pt 0.005 2653 2655 23-8 23-8 98.12 37.719 37.724 Flow (q) from Route 21 9-81/2 Pe Pv CM 6.3570 120.33 1.22 120 0.000557 10-0 Pt 0.006 2655 2657 23-8 23-8 10.00 37.724 37.730 Flow (q) from Route 36 10-0 Pe Pv CM 6.3570 128.17 1.30 120 0.000625 10-0 Pf 0.006 2657 2659 23-8 23'-8 7.84 37.730 37.736 Flow (q) from Route 25 10-0 Pe Pv CM 6.3570 134.08 1.36 120 0.000680 10,-0 Pt 0.007 2659 2660 23-8 23-8 5.91 37.736 37.743 Flow (q) from Route 24 10-0 Pe Pv CM 6.3570 138.16 1.40 120 0.000719 9-8% Pt 0.007 2660 2662 23-8 23-8 4.08 37.743 37.750 Flow (q) from Route 23 9-8% Pe Pv CM 6.3570 140.23 1.42 120 0.000739 10-0 Pt 0.007 2662 2663 23-8 23-8 2.07 37.750 37.757 Flow (q) from Route 15 10,-0 Pe Pv CM 6.3570 138.07 1.40 120 0.000718 9-11% Pt 0.007 2663 2665 23-8 23-8 37.757 37.764 9-11% Pe Pv CM 6.3570 130.75 1.32 120 0.000649 10-0% Pt 0.007 2665 2666 23-8 23-8 37.764 37.771 110-0% Pe Pv , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 18 1111 HydrauIic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Renort Descrintion: Ordinry Groun 11 (A S-W EOUIP ARFA\ Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 124.00 1.25 120 0.000588 11.31/2 Pt 0.007 2666 2668 23-8 23-8 37.771 37.777 1131/2 Pe Pv CM 6.3570 117.72 1.19 120 0.000534 12-0 Pf 0.006 2668 2669 23-8 23-8 37.777 37.784 12-0 Pe Pv CM 6.3570 111.88 1.13 120 0.000486 12-0 Pt 0.006 2669 2671 23-8 23-8 37.784 37.790 12-0 Pe Pv CM 6.3570 106.33 1.07 120 0.000443 12-0 Pf 0.005 2671 2673 23-8 23-8 37.790 37.795 12-0 Pe Pv CM 6.3570 100.92 1.02 120 0.000402 11-101/2 Pt 0.005 2673 2675 23-8 23-8 37.795 37.800 11-101/2 Pe Pv CM 6.3570 95.48 0.97 120 0.000363 12-0 Pt 0.004 2675 2677 23-8 23-8 37.800 37.804 12-0 Pe Pv CM 6.3570 89.85 0.91 120 0.000324 12-0 Pt 0.004 2677 2680 23-8 23-8 37.804 37.808 12-0 Pe Pv CM 6.3570 84.10 0.85 120 0.000287 12-0 Pt 0.003 2680 2683 23-8 23-8 37.808 37.811 12-0 Pe Pv CM 6.3570 77.64 0.78 120 0.000247 4-9 Pf 0.009 2683 2685 23-8 23-8 37.811 37.820 ffl31.5) 31-5 1 36-2% Pe Pv -Route 14 ..... CM 4.2600 64.88 1.46 120 0.001247 9-8% Pt 0.012 2863 2866 23-8 23-8 37.735 37.748 9-81/2 Pe Pv CM 4.2600 62.81 1.41 120 0.001174 10-0 Pf 0.012 2866 2869 23-8 23-8 37.748 37.759 10-0 Pe Pv CM 4.2600 64.96 1.46 120 0.001250 7-51/2 Pt 0.026 2869 2872 23-8 23-8 2.15 37.759 37.785 Flow (q) from Route 26 fE(13-2) 13-2 20-7% Pe Pv CM 6.3570, 64.96 0.66 120 0.000178 41-10 Pt 0.010 2872 3079 23-8 23-8 37.785 37.795 fE(12'-7) 12-7 54-4% Pe Pv CM 6.3570 72.29 0.73 120 0.000217 10-0% Pf 0.002 3079 3082 23-8 23-8 7.33 37.795 37.797 Flow (q) from Route 33 10-0% Pe Pv CM 6.3570 79.04 0.80 120 0.000256 11-3% Pt 0.003 3082 3086 23-8 23-8 6.75 37.797 37.800 Flow (q) from Route 41 11-3% Pe Pv CM 6.3570 85.32 0.86 120 0.000295 12-0 Pt 0.004 3086 3089 23-8 23-8 6.28 37.800 37.803 Flow (q) from Route 16 12-0 Pe Pv CM 6.3570 91.16 0.92 120 0.000333 12-0 Pt 0.004 3089 3093 23-8 23-8 5.84 37.803 37.807 Flow (q) from Route 32 12-0 Pe Pv CM 6.3570 96.70 0.98 120 0.000371 12-0 Pf 0.004 3093 3096 23-8 23-8 5.55 37.807 37.812 Flow (q) from Route 27 12-0 Pe Pv CM 6.3570 102.12 1.03 120 0.000411 11-101/2 Pt 0.005 3096 3100 23-8 23-8 5.41 37.812 37.817 Flow (q) from Route 45 11-101/2 Pe Pv CM 6.3570 107.56 1.09 120 0.000452 12-0 Pt 0.005 3100 3103 23-8 23-8 5.44 37.817 37.822 Flow (q) from Route 34 12-0 Pe Pv CM 6.3570 113.19 1.14 120 0.000497 8-0 Pt 0.004 3103 3107 23-8 23-8 5.63 37.822 37.826 Flow (q) from Route 19 8-0 Pe Pv CM 6.3570 113.19 1.14 120 0.000497 5-0 Pt 0.002 3107 3110 23-8 23-8 37.826 37.829 5-0 Pe Pv , © M.E.P.CAD, Inc. Vill AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 19 §111-lydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary Grouo 11 (9 S-W EQUIP. AREA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 118.94 1.20 120 0.000545 11-0 Pf 0.006 3110 3114 23-8 23-8 5.75 37.829 37.835 Flow (q) from Route 18 11-0 Pe Pv Route 15 ..... RN 2.6350 2.07 0.12 120 0.000022 8-0 Pf 0.001 2866 2804 23-8 27-5% 37.748 36.103 P0(16-5%) fT(14-10) 31-3% 39-3% Pe Pv -1.645 BL 2.6350 2.07 0.12 120 0.000022 8-0 Pt 0.000 2804 2750 27-5% 27-8% 36.103 36.003 8-0 Pe Pv -0.100 BL 2.6350 2.07 0.12 120 0.000022 8-0 Pf 0.000 2750 2712 27-8% 27-11 36.003 35.903 8-0 Pe Pv -0.100 BL 2.6350 2.07 0.12 120 0.000022 8-8% Pf 0.001 2712 2662 27-11 23-8 35.903 37.750 fT(14-10), P0(16-51/.) 31-31/2 40-0 Pe Pv 1.846 =. ..... Route 16 ..... BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 2902 2943 25-3 25-4 6.28 37.095 37.068 Flow (q) from Route 17 8-0 Pe Pv -0.028 BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 2943 2993 25-4 25-5 37.068 37.031 8-0 Pe Pv -0.038 BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 2993 3012 25-5 25-7 37.031 36.955 8-0 Pe Pv -0.077 BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 3012 3049 25-7 25-91/2 36.955 36.879 8-0 Pe Pv -0.077 BL 2.6350 6.28 0.37 120 0.000172 5-3% Pt 0.003 3049 3087 25-91/2 24-21/2 36.879 37.569 fT(14-10) 14-10 20-1% Pe Pv 0.686 DY 2.6350 6.28 0.37 120 0.000172 0-0 Pf 0.003 3087 3086 24-21/2 23-8 37.569 37.800 P0(16-5%) 16-51/2 16-5% Pe Pv 0.228 =. ..... Route 17 ..... RN 2.6350 6.28 0.37 120 0.000172 6-71/2 Pf 0.007 2668 2689 23-8 25-9% 37.777 36.861 P0(16-5%) fT(14-10) 31-3% 37-11 Pe Pv -0.923 BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 2689 2760 25-91/2 25-6% 36.861 36.979 8-0 Pe Pv 0.117 BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 2760 2781 25-61/2 25-3 36.979 37.097 8-0 Pe Pv 0.116 BL 2.6350 6.28 0.37 120 0.000172 8-0 Pt 0.001 2781 2902 25-3 25-3 37.097 37.095 8-0 Pe Pv -0.003 - Route 18 ..... RN 2.6350 5.75 0.34 120 0.000146 5-3% Pt 0.005 2680 2719 23-8 24-8 37.808 37.387 P0(16-5%) ff(1410) 31-3% 36-7 Pe Pv -0.426 BL 2.6350 5.75 0.34 120 0.000146 8-0 Pt 0.001 2719 2757 24-8 24-8 37.387 37.375 8-0 Pe Pv -0.014 BL 2.6350 5.75 0.34 120 0.000146 8-0 Pf 0.001 2757 2811 24-8 24-81/2 37.375 37.362 8-0 Pe Pv -0.014 BL 2.6350 5.75 0.34 120 0.000146 8-0 Pt 0.001 2811 2906 24-8% 24-9 37.362 37.351 8-0 Pc Pv -0.012 BL 2.6350 5.75 0.34 120 0.000146 8-0 Pt 0.001 2906 2947 24-9 24-9 37.351 37.340 8-0 Pe Pv -0.012 BL 2.6350 5.75 0.34 120 0.000146 8-0 Pf 0.001 2947 2989 24-9 24-9% 37.340 37.329 8-0 Pc Pv -0.012 1, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 9/10/2021 2:42:48PM Page 20 1111 Hydrau11c Analysis Job Number: 21-2135-03- S-W EQUIP. AREA ReDort Descriotion: Ordinary Grouo 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 5.75 0.34 120 0.000146 841/2 Pf 0.003 2989 3000 2491,4 24-10 37.329 37.319 2fE(5'-11) 11-9% 20-2 Pe Pv -0.012 BL 2.6350 5.75 0.34 120 0.000146 8-3% Pf 0.001 3000 3047 24-10 24-101/2 37.319 37.309 8-3% Pe Pv -0.012 BL 2.6350 5.75 0.34 120 0.000146 4-8 Pf 0.003 3047 3111 24-10% 24-2% 37.309 37.598 fT(14-10) 14-10 19-5% Pe Pv 0.287 DV 2.6350 1 5.75 0.34 120 0.000146 0-0 Pf 0.002 3111 3110 24-2% 23-8 37.598 37.829 P0(16-5%) 16-5% 16-5% Pe Pv 0.228 -Route 19 ..... BL 2.6350 5.63 0.33 120 0.000141 8-0 Pf 0.001 2909 2948 24-11 24-11 5.63 37.271 37.263 Flow (q) from Route 20 8-0 Pe Pv -0.009 BL 2.6350 5.63 0.33 120 0.000141 8-0 Pf 0.001 2948 2990 24-11 24-111/2 37.263 37.249 8-0 Pe Pv -0.015 BL 2.6350 5.63 0.33 120 0.000141 8-0 Pf 0.001 2990 3029 24111/2 25-0 37.249 37.238 8-0 Pe Pv -0.012 BL 2.6350 I 5.63 0.33 120 0.000141 8-0 Pf 0.001 3029 3056 25-0 25-0% 37.238 37.227 8-0 Pc Pv -0.012 BL 2.6350 5.63 0.33 120 0.000141 4-6 Pf 0.003 3056 3104 25-0% 24-21/2 37.227 37.592 fT(14-10) 14-10 194 Pe Pv 0.362 DV 2.6350 5.63 0.33 120 0.000141 0-0 Pf 0.002 3104 3103 24-2% 23-8 37.592 37.822 P0(16-5%) 16-5% 16-5% Pe Pv 0.228 Route 20 ..... RN 2.6350 5.63 0.33 120 0.000141 5-3 Pf 0.005 2677 2722 23-8 24-71/2 37.804 37.388 P0(16-5%) fT(14-10) 31-3% 36-6% Pc Pv -0.421 BL 2.6350 5.63 0.33 120 0.000141 8-0 Pf 0.001 2722 2762 24-71/2 24-9 37.388 37.338 8-0 Pc Pv -0.052 BL 2.6350 5.63 0.33 120 0.000141 8-0 Pf 0.001 2762 2813 24-9 24-101/2 37.338 37.287 8-0 Pc Pv -0.052 BL 2.6350 5.63 0.33 120 0.000141 8-0 Pf 0.001 2813 2909 24-101/2 24-11 37.287 37.271 8-0 Pc Pv -0.017 Route 21 ..... CM 6.3570 98.12 0.99 120 0.000382 10-0 Pf 0.004 2652 2653 23-8 23-8 83.09 + 15.03 37.716 37.719 Flow (q) from Route 22 and 44 10-0 Pc Pv Route 22 ..... CM 6.3570 83.09 0.84 120 0.000281 36-8% Pf 0.023 2311 2652 23-8 23-8 37.693 37.716 fl(31-5) fE(12'-7) 44-0 80-8% Pc Pv - Route 23 ..... CM 4.2600 74.87 1.69 120 0.001625 10-0 Pf 0.016 2857 2860 23-8 23-8 37.705 37.722 10-0 Pc Pv CM 4.2600 68.96 1.55 120 0.001396 10-0 Pf 0.014 2860 2863 23-8 23-8 37.722 37.735 10-0 Pc Pv RN 2.6350 4.08 0.24 120 0.000078 6-11% Pf 0.003 2863 2803 23-8 26-5 37.735 36.551 P0(16-5%) fT(14'-10) 31-3% 38-3 Pc Pv -1.187 BL 2.6350 4.08 0.24 120 0.000078 8-0 Pf 0.001 2803 2749 26-5 26-7% 36.551 36.453 8-0 Pc Pv -0.098 BL 2.6350 4.08 0.24 120 0.000078 8-0 Pf 0.001 2749 2711 26-7% 26-10% 36.453 36.355 8-0 Pc Pv -0.098 ,©M.E.P.CAD, Inc. ijAutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 21 ~11111-lydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 4.08 0.24 120 0.000078 7-8 Pt 0.003 2711 2660 26.101/2 23-8 36.355 37.743 fT(14-10), 130(16-51/2) 31.31/2 38'-11'/2 Pe Pv 1.384 Route 24 ..... RN 2.6350 5.91 0.35 120 0.000154 7-2 Pt 0.006 2860 2802 23-8 26-7 37.722 36.459 P0(16-51/2) fT(14-10) 31'-3Y2 38-51/2 Pe Pv -1.269 BL 2.6350 5.91 0.35 120 0.000154 8-0 Pt 0.001 2802 2748 26-7 26-10 36.459 36.362 8-0 Pe Pv -0.098 BL 2.6350 5.91 0.35 120 0.000154 8-0 Pt 0.001 2748 2710 26-10 27-0% 36.362 36.264 8-0 Pe Pv -0.098 BL 2.6350 5.91 0.35 120 0.000154 7-10 Pt 0.006 2710 2659 2701,4 23-8 36.264 37.736 fT(14-10), P0(16-51/2) 31-3'/ 1 39-1% Pe Pv 1.466 =. ..... Route 25 ..... BL 2.6350 7.84 0.46 120 0.000260 8-0 Pt 0.002 2735 2697 27-0 27-3 7.84 36.269 36.173 Flow (q) from Route 29 8-0 Pe Pv -0.098 BL 2.6350 7.84 0.46 120 0.000260 8-0% Pt 0.010 2697 2657 27-3 23-8 36.173 37.730 tT(14-10), P0(16-51/2) 31.31/z 394 Pe Pv 1.547 Route 26 ..... BL 2.6350 2.15 0.13 120 0.000024 8-0 Pt 0.000 2751 2805 27-6 27-3 2.15 36.103 36.210 Flow (q) from Route 47 8-0 Pe Pv 0.107 BL 2.6350 2.15 0.13 120 0.000024 7-91/2 Pt 0.001 2805 2869 27-3 23-8 36.210 37.759 fT(14-10), P0(16-5%) 31-3% 39-1 Pe Pv 1.548 Route 27 ..... BL 2.6350 5.55 0.33 120 0.000137 8-0 Pf 0.001 3025 3053 25-6 25-6% 5.55 37.008 36.991 Flow (q) from Route 28 8-0 Pe Pv -0.018 BL 2.6350 5.55 0.33 120 0.000137 5-0 Pt 0.003 3053 3094 25-6% 24-21/2 36.991 37.577 fT(14-10) 14-10 19-10 Pe Pv 0.583 DY 2.6350 5.55 0.33 120 0.000137 0-0 Pt 0.002 3094 3093 24-2% 23-8 37.577 37.807 P0(16-5%) 16-5% 16-5% Pe Pv 0.228 Route 28 ..... BL 2.6350 5.55 0.33 120 0.000137 8-0 Pt 0.001 2986 3025 25-5% 25-6 5.55 37.024 37.008 Flow (q) from Route 30 8-0 Pe Pv -0.018 Route 29 ..... CM 4.2600 82.71 1.86 120 0.001954 10-0 Pt 0.020 2854 2857 23-8 23-8 37.686 37.705 10-0 Ps Pv RN 2.6350 7.84 0.46 120 0.000260 7-4 Pt 0.010 2857 2801 23-8 26-91/2 37.705 36.365 P0(16-5%) fT(14-10) 31-31/2 38-7% Pe Pv -1.350 BL 2.6350 7.84 0.46 120 0.000260 8-0 Pt 0.002 2801 2735 26-91/2 27-0 36.365 36.269 8-0 Pe Pv -0.098 Route 30 ..... BL 2.6350 5.55 0.33 120 0.000137 8-0 Pt 0.001 2903 2944 25-1% 25-3% 5.55 37.173 37.092 Flow (q) from Route 31 8-0 Pe Pv -0.082 BL 2.6350 5.55 0.33 120 0.000137 8-0 Pt 0.001 2944 2986 25-31/2 25-51/2 37.092 37.024 8-0 Pe Pv -0.069 =. ..... Route 31 ..... RN 2.6350 5.55 0.33 120 0.000137 6-0% Pt 0.005 2671 2716 23-8 25-3% 37.790 37.088 P0(16-51/2) fT(14-10) 31-3% 37'-4Y2 Pe Pv -0.707 BL 2.6350 5.55 0.33 120 0.000137 8-0 Pt 0.001 2716 2754 25-31/2 25-11/2 37.088 37.163 8-0 Pe Pv 0.073 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 22 IHydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 5.55 0.33 120 0.000137 8-0 Pt 0.001 2754 2808 25-1% I 24-111/2 37.163 37.237 8-0 Pe Pv 0.073 BL 2.6350 5.55 0.33 120 0.000137 8-0 Pf 0.001 2808 2903 24-11% 25-1% 37.237 37.173 8-0 Pe Pv -0.065 Route 32 ..... DY 2.6350 5.84 0.34 120 0.000150 0-0 Pt 0.002 3090 3089 24-21/2 23'8 5.84 37.573 37.803 Flow (q) from Route 39 P0(16-51/.) 1651/z 16-51/2 Pe Pv 0.228 Route 33 ..... BL 2.6350 7.33 0.43 120 0.000229 8-0 Pf 0.002 2752 2806 27-31/2 27-0 7.33 36.212 36.326 Flow (q) from Route 51 8-0 Pe Pv 0.112 BL 2.6350 7.33 0.43 120 0.000229 8-0 Pt 0.002 2806 2900 27-0 26-10 36.326 36.411 8-0 Pe Pv 0.083 BL 2.6350 7.33 0.43 120 0.000229 8-0 Pt 0.002 2900 2941 26-10 26-71/2 36.411 36.490 8-0 Pc Pv 0.077 BL 2.6350 7.33 0.43 120 0.000229 8-0 Pt 0.002 2941 2984 26-7% 26-61/2 36.490 36.534 8-0 Pc Pv 0.042 BL 2.6350 7.33 0.43 120 0.000229 8-0 Pt 0.002 2984 3023 26-6% 26-9 36.534 36.440 8-0 Pc Pv -0.096 BL 2.6350 7.33 0.43 120 0.000229 8-0 Pt 0.002 3023 3051 26-9 27-0 36.440 36.346 8-0 Pc Pv -0.096 BL 2.6350 1 7.33 0.43 120 0.000229 6-61/2 Pt 0.005 3051 3080 27-0 24-21/2 36.346 37.563 fT(14-10) 14-10 21-4% Pc Pv 1.212 DY 2.6350 7.33 0.43 120 0.000229 0-0 Pt 0.004 3080 3079 24-21/2 23-8 37.563 37.795 P0(16-5%) 16-51/2 16-51/2 Pc Pv 0.228 =. ..... Route 34 ..... BL 2.6350 5.44 0.32 120 0.000132 8-0 Pf 0.001 2756 2810 24-111/2 25-0% 5.44 37.252 37.215 Flow (q)from Route 35 8-0 Pc Pv -0.038 BL 2.6350 5.44 0.32 120 0.000132 8-0 Pt 0.001 2810 2905 25-0% 25-1 37.215 37.198 8-0 Pc Pv -0.019 BL 2.6350 5.44 0.32 120 0.000132 8-0 Pt 0.001 2905 2946 25-1 25-1% 37.198 37.182 8-0 Pc Pv -0.016 BL 2.6350 5.44 0.32 120 0.000132 8-0 Pt 0.001 2946 2988 25-11/2 25-2 37.182 37.168 8-0 Pc Pv -0.016 BL 2.6350 5.44 0.32 120 0.000132 8-0 Pt 0.001 2988 3027 25-2 25-2 37.168 37.157 8-0 Pc Pv -0.012 BL 2.6350 5.44 0.32 120 0.000132 8-0 Pt 0.001 3027 3055 25-2 25-2% 37.157 37.146 8-0 Pc Pv -0.012 BL 2.6350 5.44 0.32 120 0.000132 4-8 Pt 0.003 3055 3101 25-21/2 24-2% 37.146 37.586 fT(14'-lO) 14-10 19'6 Pc Pv 0.438 DY 2.6350 5.44 0.32 120 0.000132 0-0 Pt 0.002 3101 3100 24-21/2 23-8 37.586 37.817 PQ(165%) 16-51/2 16-51/2 Pc Pv 0.228 =. ..... Route 35 ..... BL 2.6350 5.44 0.32 120 0.000132 8-0 Pt 0.001 2718 2756 24-10% 24-111/2 5.44 37.289 37.252 Flow (q) from Route 48 8-0 Pc Pv -0.038 Route 36 ..... BL 2.6350 10.00 0.59 120 0.000407 8-0 Pf 0.003 2759 2720 27-2% 27-5 10.00 36.175 36.080 Flow (q) from Route 37 8-0 Pc Pv -0.098 f, © M.E.P.CAD, Inc. JAutoSPRlNK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 23 111 IHydrau1ic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary GrouD 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 10.00 0.59 120 0.000407 8-21/2 Pt 0.016 2720 2655 27-5 23-8 36.080 37.724 IT(14-10), P0(16-51/2) 31-3% 39-6 Pe Pv 1.628 =. ..... Route 37 ..... BL 2.6350 10.00 0.59 120 0.000407 8-0 Pf 0.003 2814 2759 26-111/2 27-21/2 10.00 36.270 36.175 Flow (q) from Route 38 8-0 Pc Pv -0.098 Route 38 ..... CM 4.2600 92.71 2.09 120 0.002413 9-81/2 Pt 0.023 2851 2854 23-8 23-8 37.662 37.686 9-81/2 Pe Pv RN 2.6350 10.00 0.59 120 0.000407 7-6 Pt 0.016 2854 2814 23-8 26-111/2 37.686 36.270 P0(16-51/2) fT(14-10) 3131/z 38-10 Pe Pv -1.431 Route 39 ..... BL 2.6350 5.84 0.34 120 0.000150 8-0 Pt 0.001 2761 2782 25-3 24-111/2 5.84 37.107 37.228 Flow (q) from Route 40 8-0 Pe Pv 0.120 BL 2.6350 5.84 0.34 120 0.000150 8-0 Pf 0.001 2782 2910 24-111/2 25-1 37.228 37.177 8-0 Pe Pv -0.053 BL 2.6350 5.84 0.34 120 0.000150 8-0 Pt 0.001 2910 2950 25-1 25-31/2 37.177 37.089 8-0 Pe Pv -0.089 BL 2.6350 5.84 0.34 120 0.000150 8-0 Pt 0.001 2950 2992 25-31/2 25-51/2 37.089 37.011 8-0 Pe Pv -0.079 BL 2.6350 5.84 0.34 120 0.000150 8-0 Pf 0.001 2992 3028 25-51/2 25-7 37.011 36.971 8-0 Pe Pv -0.041 BL 2.6350 5.84 0.34 120 0.000150 8-0 Pt 0.001 3028 3050 25-7 25-8 36.971 36.932 8-0 Pe Pv -0.041 BL 2.6350 5.84 0.34 120 0.000150 5-2 Pt 0.003 3050 3090 25-8 24-21/2 36.932 37.573 tT(14'-lO) 14-10 20-0 Pe Pv 0.638 Route 40 ..... BL 2.6350 5.84 0.34 120 0.000150 8-0 Pt 0.001 2690 2761 25-6 25-3 5.84 36.986 37.107 Flow (q) from Route 52 8-0 Pc Pv 0.120 Route 41 ..... DY 2.6350 6.75 0.40 120 0.000197 0-0 Pt 0.003 3083 3082 24-21/2 23-8 6.75 37.566 37.797 Flow (q) from Route 42 P0(16-51/2) 1651/2 16-51/2 Pc Pv 0.228 =. ..... Route 42 ..... BL 2.6350 6.75 0.40 120 0.000197 8-0 Pt 0.002 2753 2807 27-0% 26-91/2 6.75 36.317 36.431 Flow (q) from Route 49 8-0 Pc Pv 0.113 BL 2.6350 6.75 0.40 120 0.000197 8-0 Pt 0.002 2807 2901 26-9% 26-8 36.431 36.477 8-0 Pc Pv 0.044 BL 2.6350 6.75 0.40 120 0.000197 8-0 Pt 0.002 2901 2942 26-8 26-71/2 36.477 36.506 8-0 Pc Pv 0.028 BL 2.6350 6.75 0.40 120 0.000197 8-0 Pt 0.002 2942 2985 26-71/2 26-71/2 36.506 36.511 8-0 Pc Pv 0.003 BL 2.6350 6.75 0.40 120 0.000197 8-0 Pt 0.002 2985 3024 26-71/2 26-10 36.511 36.417 8-0 Pc Pv -0.096 BL 2.6350 6.75 0.40 120 0.000197 8-0 Pt 0.002 3024 3052 26-10 27-0% 36.417 36.323 8-0 Pc Pv -0.096 BL 2.6350 6.75 0.40 120 0.000197 6-7 Pt 0.004 3052 3083 27-0% 24-2% 36.323 37.566 fT(14-10) 14-10 21-5 Pc Pv 1.239 =. ..... Route 43 ..... , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 24 1111 Hydrau1ic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 104.92 2.36 120 0.003034 10-0 Pt 0.030 2848 2851 23-8 23-8 119.94 37.632 37.662 Flow (q) from Route 58 10-0 Pe Pv RN 2.6350 12.21 0.72 120 0.000589 8111/2 Pf 0.024 2851 2800 23-8 26-5 37.662 35.635 P0(16-51/2) fl(14'-lO) 3131/2 40-3 Pe Pv -2.051 BL 2.6350 12.21 0.72 120 0.000589 8-0 Pf 0.005 2800 2747 28-5 26-7 35.635 35.551 8-0 Pe Pv -0.089 Route 44 ..... RN 2.6350 15.03 0.88 120 0.000864 8101/z Pt 0.035 2848 2799 23-8 28-3% 119.94 37.632 35.663 P0(16-5%), Flow (q) from Route 58 fT(14-10) 31-3% 40-2 Pc Pv -2.004 BL 2.6350 15.03 0.88 120 0.000864 8-0 Pf 0.007 2799 2746 28-3% 28-5% 35.663 35.602 8-0 Pe Pv -0.068 BL 2.6350 15.03 0.88 120 0.000864 8-0 Pt 0.007 2746 2708 28-51/2 28-7 35.602 35.540 8-0 Pe Pv -0.068 BL 2.6350 15.03 0.88 120 0.000864 9-4% Pt 0.035 2708 2652 28-7 23-8 35.540 37.716 fT(14-10), P0(16-5%) 31-3% 40-8 Pe Pv 2.141 Route 45 ..... BL 2.6350 5.41 0.32 120 0.000131 8-0 Pt 0.001 2904 2945 25-1% 25-2% 5.41 37.177 37.133 Flow (q) from Route 46 8-0 Pe Pv -0.045 BL 2.6350 5.41 0.32 120 0.000131 8-0 Pf 0.001 2945 2987 25-21/2 25-3% 37.133 37.095 8-0 Pe Pv -0.039 BL 2.6350 5.41 0.32 120 0.000131 8-0 Pt 0.001 2987 3026 25-3% 25-4 37.095 37.081 8-0 Pe Pv -0.015 BL 2.6350 5.41 0.32 120 0.000131 8-0 Pt 0.001 3026 3054 25-4 25-41/2 37.081 37.067 8-0 Pe Pv -0.015 BL 2.6350 5.41 0.32 120 0.000131 4-10 Pt 0.003 3054 3097 25-41/2 24'-2% 37.067 37.582 fT(14'-lO) 14-10 19-8 Pe Pv 0.512 DY 2.6350 5.41 0.32 120 0.000131 0-0 Pt 0.002 3097 3096 24-2% 23-8 37.582 37.812 P0(16-5%) 16-5% 1 16-5% Pe Pv 0.228 Route 46 ..... RN 2.6350 5.41 0.32 120 0.000131 5-9 Pf 0.005 2673 2717 23-8 25-1 37.795 37.187 P0(16-5%) fT(14-10) 31-3% 37-1 Pe Pv -0.613 BL 2.6350 5.41 0.32 120 0.000131 8-0 Pf 0.001 2717 2755 25-1 25-0% 37.187 37.202 8-0 Pe Pv 0.014 BL 2.6350 5.41 0.32 120 0.000131 8-0 Pt 0.001 2755 2809 25-0% 25-0 37.202 37.217 8-0 Pe Pv 0.014 BL 2.6350 5.41 0.32 120 0.000131 8-0 Pt 0.001 2809 2904 25-0 25-1% 37.217 37.177 8-0 Pe Pv -0.041 .Route 47 ..... RN 2.6350 2.15 0.13 120 0.000024 8-61/2 Pt 0.001 2663 2713 23-8 27-9 37.757 35.997 P0(16-5%) fr(14-10) 31-3% 39-10 Pe Pv -1.761 BL 2.6350 2.15 0.13 120 0.000024 8-0 Pt 0.000 2713 2751 27-9 27-6 35.997 36.103 8-0 Pc Pv 0.107 =. ..... Route 48 ..... RN 2.6350 5.44 0.32 120 0.000132 5-5% Pt 0.005 2675 2718 23-8 24-101/2 37.800 37.289 P0(16-5%) fT(14'-l0) 31-3% 36-9% Pc Pv -0.515 .Route 49 ..... © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 25 1111 Hydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary Grouo 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 6.75 0.40 120 0.000197 8-0 Pf 0.002 2715 2753 27-3% 27-0% 6.75 36.202 36.317 Flow (q) from Route 54 8-0 Pe Pv 0.113 Route 50 ..... RN 2.6350 6.46 0.38 120 0.000181 5'-1Y2 Pf 0.007 2683 2721 23-8 24-6 37.811 37.464 130(16-51/2) ff(14..10) 31-3% 36-5 Pe Pv -0.354 BL 2.6350 6.46 0.38 120 0.000181 8-0 Pf 0.001 2721 2758 24-6 24-6 37.464 37.453 8-0 Pe Pv -0.012 =...... Route 51 ..... BL 2.6350 7.33 0.43 120 0.000229 8-0 Pt 0.002 2714 2752 27'-61/2 27'-31/2 7.33 36.098 36.212 Flow (q) from Route 53 8-0 Pe Pv 0.112 Route 52 ..... RN 2.6350 5.84 0.34 120 0.000150 6-4 Pt 0.006 2669 2690 23-8 25-6 37.784 36.986 PO(16-51,4) fT(14-10) 31 -31/2 Pe Pv -0.804 -Route 53 ..... RN 2.6350 7.33 0.43 120 0.000229 8-4 Pt 0.009 2665 2714 23-8 27'-61/2 37.764 36.098 P0(16-5%) fT(14-10) 3131/z 39 -7,'2 Pe Pv -1.676 Route 54 ..... RN 2.6350 6.75 0.40 120 0.000197 8-1% Pt 0.008 2666 2715 23-8 27-31/2 37.771 36.202 P0(16-51/2) fT(14-10) 31-31/2 39-5 Pe Pv -1.577 Route 55 ..... BL 2.1570 13.43 1.18 120 0.001862 4-71/2 Pt 0.028 2395 2310 2791/2 27-10 13.43 35.836 35.853 Flow (q) from Route 59 ff(10'-51/2) 1051/2 15-1% Pe Pv -0.010 RN 2.0670 13.43 1.28 120 0.002291 4-2 Pt 0.032 2310 2309 27-10 23-8 35.853 37.686 P0(10-0) 10-0 14-2 Pe Pv 1.800 Route 56 ..... BL 2.1570 28.08 2.47 120 0.007285 4-8 Pt 0.110 2386 2292 25-41/2 25-31/2 28.08 36.670 36.808 Flow (q) from Route 73 fr(10'-51/2) 10-5% 15-1% Pe Pv 0.028 RN 2.0670 28.08 2.69 120 0.008965 1-71/2 Pt 0.104 2292 2291 25-31/2 23-8 36.808 37.624 P0(10-0) 10-0 11-7% Pe Pv 0.712 CM 6.3570 28.08 0.28 120 0.000038 12-0 Pt 0.000 2291 2293 23-8 23-8 37.624 37.624 12-0 Pe Pv Route 57 ..... BL 2.1570 24.82 2.18 120 0.005798 4-8 Pt 0.088 2388 2296 25101/2 25-10 24.82 36.492 36.608 Flow (q) from Route 60 fT(10'-5%) 10-51/2 15-1% Pe Pv 0.028 RN 2.0670 24.82 2.37 120 0.007135 2-2 Pf 0.087 2296 2295 25-10 23-8 36.608 37.626 P0(10-0) 10-0 12-2 Pe Pv 0.931 Route 58 ..... CM 4.2600 133.38 3.00 120 0.004730 10-0 Pt 0.047 3135 3137 23-8 23-8 37.322 37.369 10-0 Pe Pv CM 4.2600 119.94 2.70 120 0.003886 49-81/2 Pt 0.263 3137 2848 23-8 23-8 37.369 37.632 2fE(8-111/2) 17-11 67-71/2 Pe Pv 0.000 =. ..... Route 59 ..... RN 2.0670 13.43 1.28 120 0.002291 2-8 Pt 0.049 3137 3138 23-8 26-4 37.369 36.259 P0(10-0) f7(86) 18-6 21-2 Pe Pv -1.158 BL 2.1570 13.43 1.18 120 0.001862 4-8 Pt 0.009 3138 3043 26-4 26-5 36.259 36.236 4-8 Pe Pv -0.032 BL 2.0670 13.43 1.28 120 0.002291 86-91/2 Pt 0.199 3043 2395 26-5 27-91/2 36.236 35.836 8691/2 Pe Pv -0.599 Route 60 ..... (, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 9/10/2021 2:42:48PM Page 26 IHydrau1ic Analysis Job Number: 21-2135-03- S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 265.56 5.98 120 0.016909 9-BY2 Pt 0.164 905 3123 23-8 23-8 55.10 36.485 36.649 Flow (q) from Route 1 9-872 Pe Pv RN 2.0670 24.82 2.37 120 0.007135 3-472 Pt 0.156 3123 3124 23-8 27-0% 36.649 35.343 P0(10-0) ff(86) 18-6 21-1072 Pe Pv -1.462 BL 2.1570 24.82 2.18 120 0.005798 4-8 Pt 0.027 3124 3036 27-0% 27-1 35.343 35.349 4-8 Pe Pv -0.021 BL 2.0670 24.82 2.37 120 0.007135 8691/2 Pf 0.619 3036 2388 27-1 25-1072 35.349 36.492 8691/2 Pc Pv 0.524 CD ..... Route 61 ..... CM 4.2600 240.74 5.42 120 0.014102 12-0 Pt 0.169 3123 3125 23-8 23-8 24.82 36.649 36.819 Flow (q) from Route 60 12-0 Pc Pv RN 2.0670 22.39 2.14 120 0.005894 3-772 Pt 0.130 3125 3126 23-8 27-3% 36.819 35.381 P0(10-0) fT(8'-6) 18-6 22-1% Pe Pv -1.568 BL 2.1570 22.39 1.97 120 0.004789 4-7% Pt 0.022 3126 3037 27-372 27-31/2 35.381 35.397 4-7% Pc Pv -0.007 BL 2.0670 22.39 2.14 120 0.005894 86-91/2 Pt 0.512 3037 2389 27-31/2 26-21/2 35.397 36.377 86-9% Pe Pv 0.469 BL 2.1570 22.39 1.97 120 0.004789 4-7% Pf 0.072 2389 2298 26-21/2 26-21/2 . 36.377 36.446 fT(10-51/2) 10-5% 1511/2 Pe Pv -0.003 RN 2.0670 22.39 2.14 120 0.005894 2-61/2 Pf 0.074 2298 2297 26-2% 23-8 36.446 37.629 Poll 0'-0) 10-0 12-6% Pe Pv 1.109 =. ..... Route 62 ..... CM 4.2600 218.35 4.92 120 0.011772 11-101/2 Pt 0.140 3125 3127 23-8 23-8 22.39 36.819 36.958 Flow (q) from Route 61 11101/2 Pe Pv CM 4.2600 198.09 4.46 120 0.009832 12-0 Pt 0.118 3127 3129 23-8 23-8 36.958 37.076 12-0 Pe Pv CM 4.2600 179.70 4.05 120 0.008210 12-0 Pt 0.099 3129 3131 23-8 23-8 37.076 37.175 12-0 Pe Pv CM 4.2600 162.95 3.67 120 0.006851 12-0 Pt 0.082 3131 3133 23-8 23-8 37.175 37.257 12-0 Pe Pv CM 4.2600 147.60 3.32 120 0.005705 11-41/2 Pf 0.065 3133 3135 23-8 23-8 37.257 37.322 11-4% Pc Pv RN 2.0670 14.22 1.36 120 0.002546 2-8 Pt 0.054 3135 3136 23-8 26-4 37.322 36.217 P0(10-0) ff(86) 18-6 21-2 Pc Pv -1.158 BL 2.1570 14.22 1.25 120 0.002069 4-8 Pt 0.010 3136 3042 264 26-5 36.217 36.195 4-8 Pc Pv -0.032 BL 2.0670 14.22 1.36 120 0.002546 86-91/2 Pt 0.221 3042 2394 26-5 27-7 36.195 35.907 86-91/2 Pc Pv -0.509 BL 2.1570 14.22 1.25 120 0.002069 4-71/2 Pt 0.031 2394 2308 27-7 27-71/2 35.907 35.928 fT(10'-5%) 10-5% 15-1% Pc Pv -0.010 RN 2.0670 14.22 1.36 120 0.002546 3-11% Pt 0.036 2308 2307 27-7% 23-8 35.928 37.673 P0(10-0) 10-0 13-111/2 Pc Pv 1.710 Route 63 ..... BL 2.1570 15.35 1.35 120 0.002383 4-71/2 Pt 0.036 2393 2306 27-4 27-4 15.35 35.997 36.023 Flow (q) from Route 67 ff(10.51/2) 10-5% 15-1% Pc Pv -0.010 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 27 111 Hydraulic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Report Description: Ordinary Group 11 (9 S-W EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 15.35 1.47 120 0.002932 3-8 Pt 0.040 2306 2305 27-4 23-8 36.023 37.661 P0(10-0) 10-0 1 13-8 Pe Pv 1.598 - Route 64 ..... BL 2.1570 16.75 1.47 120 0.002801 471,4 Pf 0.042 2392 2304 27-0% 27-1 16.75 36.090 36.129 Flow (q) from Route 69 fT(10-51/2) 10-5% 1511/2 Pe Pv -0.003 RN 2.0670 16.75 1.60 120 0.003448 3-5 Pf 0.046 2304 2303 27-1 23-8 36.129 37.650 P0(10-0) 10-0 13-5 Pe Pv 1.474 =. ..... Route 65 ..... BL 2.1570 18.39 1.61 120 0.003327 4-71/2 Pt 0.050 2391 2302 26-91/2 26-10 18.39 36.174 36.221 Flow (q) from Route 70 fT(10-5%) 10-51/2 1511/2 Pe Pv -0.003 RN 2.0670 18.39 1.76 120 0.004095 3-2 Pf 0.054 2302 2301 26-10 23-8 36.221 37.641 P0(10-0) 10-0 13-2 Pe Pv 1.366 =. ..... Route 66 ..... BL 2.1570 20.26 1.78 120 0.003982 4-71/2 Pf 0.060 2390 2300 26-61/2 26-7 20.26 36.256 36.313 Flow (q) from Route 72 fl(10-51/2) 10'-5/2 15-1% Pe Pv -0.003 RN 2.0670 20.26 1.94 120 0.004901 2-11 Pf 0.063 2300 2299 26'-7 23-8 36.313 37.634 P0(10-0) 10-0 12-11 Pe Pv 1.258 =. ..... Route 67 ..... BL 2.1570 15.35 1.35 120 0.002383 4-8 Pt 0.011 3134 3041 26-4 26-5 15.35 36.161 36.140 Flow (q)from Route 68 4-8 Pe Pv -0.032 BL 2.0670 15.35 1.47 120 0.002932 8691/2 Pf 0.255 3041 2393 26-5 27-4 36.140 35.997 8691/2 Pe Pv -0.397 =. ..... Route 68 ..... RN 2.0670 15.35 1.47 120 0.002932 2-8 Pt 0.062 3133 3134 23-8 26-4 37.257 36.161 P0(10-0) fT(8'-6) 18-6 21-2 Pe Pv -1.158 Route 69 ..... RN 2.0670 16.75 1.60 120 0.003448 3-0% Pf 0.074 3131 3132 23-8 2681/2 37.175 35.937 P0(10-0) fT(8-6) 18-6 21-61/2 Pe Pv -1.312 BL 2.1570 16.75 1.47 120 0.002801 4-8 Pf 0.013 3132 3040 26-8% 26-9 35.937 35.918 4-8 Pe Pv -0.032 BL 2.0670 16.75 1.60 120 0.003448 86-9'/2 Pt 0.299 3040 2392 26-9 27-0% 35.918 36.090 86-91/2 Pe Pv -0.127 Route 70 ..... BL 2.1570 18.39 1.61 120 0.003327 4-8 Pt 0.015 3130 3039 27-0% 27-1 18.39 35.700 35.696 Flow (q) from Route 71 4-8 Pe Pv -0.020 BL 2.0670 18.39 1.76 120 0.004095 86-91/2 Pt 0.355 3039 2391 27-1 26-9% 35.696 36.174 86-91/2 Pe Pv 0.123 Route 71 ..... RN 2.0670 18.39 1.76 120 0.004095 3-4% Pt 0.090 3129 3130 23-8 27-0% 37.076 35.700 P0(10-0) fT(8-6) 18-6 21-10% Pe Pv -1.466 Route 72 ..... RN 2.0670 20.26 1.94 120 0.004901 3-71/2 Pt 0.108 3127 3128 23-8 27-31/2 36.958 35.498 P0(10-0) fT(8-6) 18-6 22-1% Pe Pv -1.568 BL 2.1570 20.26 1.78 120 0.003982 4-71/2 Pt 0.018 3128 3038 27-3% 27-3% 35.498 35.510 4-7% Pe Pv -0.007 BL 2.0670 20.26 1.94 120 0.004901 86-91/2 Pt 0.425 3038 2390 27-31/2 26-6% 35.510 36.256 86-91/2 Pe Pv 0.321 - ..... Route 73 ..... ©M.E.P.CAD, Inc. PjjAutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:48PM Page 28 1111 Hydrau1ic Analysis Job Number: 21-2135-03 - S-W EQUIP. AREA Reoort Descriotion: Ordinary GrouD 11 (9 S-W EQUIP. AREA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length RN 2.0670 28.08 2.69 120 0.008965 2-8 Pt 0.100 3119 23-8 28.08 36.497 Flow (q) from Route 74 8-6 Pe -1.151 3120 26-4 35.447 fT(8-6) 11-2 Pv BL 2.1570 28.08 2.47 120 0.007285 4-8 Pt 0.034 3120 26-4 35.447 Pe -0.032 3034 26-4'/2 35.448 4-8 Pv BL 2.0670 28.08 2.69 120 0.008965 86-9Y2 Pt 0.778 3034 26-4V2 35.448 Pe 0.443 2386 254h/z 36.670 86-9% Pv Route 74 ..... CM 4.2600 28.08 0.63 120 0.000265 12-0 Pt 0.010 3121 23-8 27.02 36.487 Flow (q) from Route 1 26-4 Pe 3119 23-8 36.497 P0(26-4) 38-4 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt i Total pressure at a point n a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn i Normal pressure at a point n a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 1l1/4 Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe 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 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 )b,©M.E.P.CAD, Inc. AutoSPRlNK20l8vl4.3.9.0 9/10/2021 2:42:48PM Page 29 ~jjq jFlow Diagram (Current View) Job Number: 21-2135-03 - S-W EQUIP. AREA Li!I5J -- On ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:42:56PM Page 30 Hydraulic Overview Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Grouo 11 (10 S-E EQUIP. AREA' Job Job Numbs, Design Engineer 21-2135-03 Karen Strother Job Moms, QUIDEL RUTHERFORD Phone (619) 672-4437 FAX (858)513-1322 Aridness I 2285 RUTHERFORD RD. State CemNNc0110relJs,nhe Mumbo, #588039 Address 2 CARLSBAD, CA 92008 AlIJ CITY OF CARLSBAD,CA Aridness 3 Job Site/Building EXIST. WAREHOUSE System Density Anne otririp000tion 0.200gpm/ft° 1500.00ft2 (Actual 431 .35ft2) Most Dsnnendmng Sprinkler Data lose Shoerns 5.6 K-Factor 26.00 at 21.556 250.00 C000negn Per Sprinkler Number Of Sprinklers Calculated 130.00ff2 6 System Pressure Dwnard System Flow Senmend 51.186 158.32 Total Demand Pressure Result 408.32 @51.186 +41.394(44.7%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(ppm) Static(si) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 911 Water Supply 3750.00 250.00 92.700 85.500 Gauge 10 0.000 0 0.00 Gauge 11 39.127 0 0.00 Gauge 39.127 25.31 158.32 Quidel Rutherford Existing Overhead_Updated - With Water Supply at Node 911 (3750.00, 250.00, 92.700, 85.500) Static Pressure 92.700 90 750.00 l 85.500 jr,1 .186 50 hose streams 4Q. T 30 System demand curve - as 10 o• Irlllul.uiUJl.l.LLIJ.L.LU.LLLL l•i•l•l•l•W '.LLLLLLL' 111111111 _______ 6750 0925d300° 3750 5250 6000 7500 Water flow, gpm (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:16PM Page 1 1111 Hydrau1ic Summary Job Number: 21-2135-03 - S-E EQUIP. AREA ReDort DescriDtion: Ordinary Grouc 11 (10 S-E EQUIP. AREA) Job Job Number 21-2135-03 Design Engineer Karen Strother Job Name: QUIDEL RUTHERFORD State CarHficatwnd.icense Number #588039 Address I 2285 RUTHERFORD RD. AIIJ CITY OF CARLSBAD,CA Address 2 CARLSBAD, CA 92008 Job SitolBuilding EXIST. WAREHOUSE Address 3 Dreseog Name Quidel Rutherford—Existing Overhead_Updated - With System Remote Area(s) Most Demanding Sprinkler Dam 5.6 K-Factor 26.00 at 21.556 0000penoy Ordinary Group II Job Suffix S-E EQUIP. AREA Hose pliowenceAt Source 250.00 Density 0.200gpm/ft2 Area at Application 1500.00ft2 (Actual 431.35ft2) Additional Hose Supplies Node Flow(m) Narrrbnt Of Sprinklers Calculated 6 Couenegs Per Sprinkler 130.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Tetel Hose Streams 250.00 System Flew Demand 158.32 Total Water Required (including Hose Allowance) 408.32 Maelmum Pressure Unbalance to Loops 0.000 Maximum VetotstyAboae Ground 13.90 between nodes 103 and 102 Maximum Velocity linden Ground 1.99 between nodes 1 and 2 Volume capacity of Wet Pipes 24628.32ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 911 Water Supply 250.00 92.700 85.500 3750.00 92.581 408.32 51.186 41.394 Contractor Ccntrector Number 21-2135-03 Contact Name KAREN STROTHER Contact Ilte LEAD DESIGN/PM Name of Contractor WESTERN FIRE PROTECTION Phone (858) 513-4949 Extension 1303 Address I 13630 DANIELSON ST. FAX (858) 513-1322 Address 2 POWAYr CA 92064 E-mail kstrother@westernfireprotection.com Address 3 Wnb.Site https://westernfireprotection.com/ , © M.E.P.CADr Inc. AutoSPRINK 2018 v14.3.9.0 9/10/2021 2:44:19PM Page 2 ~jjjjHydraulic Graph Job Number: 21-2135-03 - S-E EQUIP. AREA Ruarsnrt flsrintinn (rrfinGrs, C,rrsiin II M R-P rOlJIP APIA' Water Supply at Node 911 fi 100— Static Pressure 92.700 4750.00 c 85.500 80 60— CL 158.32 51.186 50 - U, U, 408.32 with hose streams 0 40— 30— S stem demand curve 20- 10-H 0_.11U1j.LLILLLLLLUhh1hhhl 111111111 111111111 111111111 11111111 111111111 1111111 I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 911 Static: Pressure 92.700 Residual: Pressure 85.500 @ 3750.00 Available Pressure at Time of Test 92.581 @ 408.32 Systerroemard 51.186 @ 158.32 System harried ttruudirrr Hess djbeansa at Seurcol 51.186 @408.32 &©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:20PM Page 3 111 ISummary Of Outfiowing Devices Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 1102 26.00 26.00 5.6 21.556 Sprinkler 1103 26.08 26.00 5.6 21.693 Sprinkler 1104 26.25 26.00 5.6 21.970 Sprinkler 1106 26.33 26.00 5.6 22.111 Sprinkler 1107 26.70 26.00 5.6 22.735 Sprinkler 1108 26.96 26.00 5.6 23.172 C> Most Demanding Sprinkler Data &©M.E.P.CAD, Inc. iJAutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:29PM Page lNode Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Reoort Descriotion: Ordinary Groun 11 (10 S-F EQUIP ARFM Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 355 23-8 P0(10-0) 27.350 357 23-8 P0(10-0) 27.350 1007 23-8 P0(37-81/2) 27.350 1010 23-8 P0(37-81/2) 27.350 1014 23-8 P0(37-81/2) 27.350 1017 23-8 P0(37-8%) 27.350 1021 23-8 P0(37-8%) 27.350 1024 23-8 P0(37-81/.) 27.350 1028 23-8 P0(37-8%) 27.350 1032 23'-8 P0(37-8%) 27.350 1035 23-8 P0(37-81/2) 27.350 1039 23-8 P0(37-81/z) 27.350 1042 23-8 P0(37-81/.) 27.350 1046 23-8 P0(37-81/2) 27.350 1049 23-8 P0(37-81/2) 27.350 1052 2:3-8 PO(:37'-8%) 27:350 1056 23-8 P0(37-81/.) 27.350 1059 2:3-8 PO(:37-81/.) 27.350 1063 23-8 P0(37-8%) 27.350 1066 23-8 P0(37-81/.) 27.350 1070 23'-8 P0(37-8%) 27.350 1073 23-8 P0(37-81/.) 27.350 1077 23-8 P0(37-8%) 27.350 1080 23-8 P0(37-81/2) 27.350 1084 23-8 P0(37-8%) 27.350 1088 23'-8 P0(37-81/.) 27.350 1094 23-8 P0(37-8%) 27.350 1098 23-8 P0(37-81/.) 27.350 1101 23-8 P0(37-81/.) 27.350 1105 23-8 P0(37-81/.) 27.350 1274 23-9 P0(10-0) 27.314 1276 23-9 P0(10-0) 27.314 1278 23-9 P0(10-0) 27.314 1280 23-9 P0(10-0) 27.314 1282 23-9 P0(10-0) 27.314 1284 23-9 P0(10-0) 27.314 1286 23-9 P0(10-0) 27.314 1288 23-9 P0(10-0) 27.314 1290 23-9 P0s10-0) 27,314 1292 23-9 P0(10-0) 27.314 1294 23-9 P0(10-0) 27.314 1296 23-9 P0(10-0) 27.314 1298 23-9 P0(10-0) 27.314 1300 23-9 P0(10-0) 27.314 1302 23-9 P0(10-0) 27.314 1304 23-9 P0(10-0) 27.314 1306 23-9 P0(10-0) 27.314 1308 23'-9 P0(10-0) 27.314 1310 23-9 P0(10-0) 27.314 1312 23-9 P0(10-0) 27.314 1314 23-9 P0(10-0) 27.314 1316 23-9 P0(10-0) 27.314 1318 23-9 P0(10-0) 27.314 1320 23-9 P0(10-0) 27.314 1322 23-9 P0(10-0) 27.314 1324 23-9 P0(10-0) 27.314 1326 23-9 P0(10-0) 27.314 1328 23-9 P0(10-0) 27.314 1916 23-8 P0(37-8%) 27.350 1918 1 23-8 1 P0(37-81/z) 1 27.350 1 1920 23-8 P0(37-81/.) 27.350 1922 23-8 130(37-8%) 27.350 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:31 PM Page 8 111INode Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Ronrt Dscrintion: 0rdin2ry Groun 11 (10 S-F EQUiP. AREA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1924 23-8 P0(37-8%) 27.350 1926 23-8 P0(37-8%) 27.350 1928 23-8 P0(37-8%) 27.350 1930 23-8 P0(37-81/2) 27.350 1932 23-8 P0(37-8%) 27.350 1934 23-8 P0(37-8%) 27.350 1936 23-8 P0(37-81/2) 27.350 1938 23-8 P0(37-81/2) 27.350 1940 23-8 P0(37-81/.) 27.350 1942 23-8 P0(37-81/.) 27.350 1944 23-8 P0(37-81/2) 27.350 1946 23-8 P0(37-8%) 27.350 1948 23-8 P0(37-8%) 27.350 1950 23-8 P0(37-8%) 27.350 1952 23-8 P0(37-8%) 27.350 1954 23-8 P0(37-8%) 27.350 1956 23-8 P0(37-8%) 27.350 1958 23-8 P0(37.8%) 27.350 1960 23-8 P0(37-81/2) 27.350 1962 23-8 P0(37-8%) 27.350 1964 23-8 P0(37-8%) 27.350 1966 23-8 P0(37-81/2) 27.350 1968 23-8 P0(37-81/2) 27.350 1970 23-8 P0(37-8%) 27.350 2291 23-8 P0(10-0) 27.298 2292 25-3% IT(10'.5%) 26.586 2293 23-8 P0(10-0) 27.298 2294 25-6% fT(10-5%) 26.477 2295 23-8 P0(10-0) 27.298 2296 25.10 fT(10-5%) 26.367 2297 23-8 P0(10-0) 27.298 2298 26-21/2 fT(10-5%) 26.189 2299 23-8 P0(10-0) 27.298 2300 26-7 fT(10-5%) 26.040 2301 23-8 P0(10-0) 27.298 2302 26-10 fT(10-5%) 25.932 2303 23-8 P0(10-0) 27.298 2304 27-1 fT(10-5%) 25.824 2305 23-8 P0(10-0) 27.298 2306 27-4 fT(10-5%) 25.700 2307 23-8 P0(10-0) 27.298 2308 274% fT(10-5%) 25.588 2309 23'-8 P0(10-0) 27.298 2310 27-10 fT(10-5%) 25.498 2311 23-8 fT(31-5) 27.298 2312 23-8 P0(10-0) 27.298 2314 23-8 P0(10-0) 27.298 2316 23-8 P0(10-0) 27.299 2318 23-8 P0(10-0) 27.299 2320 23-8 P0(10-0) 27.299 2322 23-8 P0(10-0) 27.299 2324 23-8 P0(10-0) 27.299 2326 23-8 P0(10-0) 27.300 2328 23-8 P0(10-0) 27.300 2330 23-8 P0(10-0) 27.300 2332 23-8 P0(10-0) 27.300 2334 23-8 P0(10-0) 27.300 2336 23-8 P0(10-0) 27.301 2338 23-8 P0(10-0) 27.301 2340 23-8 P0(10-0) 27.301 2342 23-8 P0(10-0) 27.301 2344 23-8 P0(10.0) 27.302 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:31PM Page 9 111INode Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Reoort DescriDtion: Ordinary GrouD 11 (10 S-E EQUIP. AREA' Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2346 23-8 P0(10-0) 27.302 2386 25.41/2 26.558 2387 2571/2 26.449 2388 25-101/2 26.339 2389 26-21/2 26.193 2390 26-61/2 26.044 2391 2691/z 25.935 2392 27-0% 25.827 2393 27-4 25.711 2394 27-7 25.599 2395 27-91/2 25.509 2652 23-8 P0(16-5%) 27.297 2653 23-8 P0(16-5%) 27.297 2655 23-8 P0(16-5%) 27.297 2657 23-8 P0(16-51/2) 27.297 2659 23-8 P0(16-51/2) 27.297 2660 23-8 P0(16-51/2) 27.297 2662 23-8 P0(16-51/2) 27.297 2663 23-8 P0(16-5%) 27.297 2665 23-8 PO(16-51/2) 27.297 2666 23-8 P0(16-5%) - 27.297 2668 23-8 P0(16-5%) 27.297 2669 23-8 P0(16-51/2) 27.297 2671 23-8 P0(16-51/2) 27.297 2673 23-8 P0(16-51/2) 27.297 2675 23-8 P0(16-51/2) 27.297 2677 23-8 P0(16-5%) 27.297 2680 23-8 P0(16-5%) 27.297 2683 23-8 P0(16-5%) 27.297 2685 23-8 fT(31-5) 27.303 2689 25-91/. P0(6-0) 26.373 2690 25-6 P0(6-0) 26.492 2697 27-3 P0(6-0) 25.750 2708 28-7 P0(6-0) 25.157 2709 28-91/2 P0(6-0) 25.069 2710 27-01/2 P0(6-0) 25.831 2711 26-101/2 P0(6-0) 25.912 2712 27-11 P0(6-0) 25.450 2713 27-9 P0(6-0) 25.535 2714 27-61/2 P0(6-0) 25.620 2715 27-31/2 P0(6-0) 25.719 2716 25-31/. P0(6-0) 26.589 2717 25-1 P0(6-0) 26.683 2718 24-10% P0(6-0) 26.780 2719 24-8 P0(6-0) 26.869 2720 27-5 P0(6-0) 25.669 2721 24-6 P0(6-0) 26.729 2722 24-71/2 P0(6-0) 26.874 2735 27-0 P0(6-0) 25.848 2746 28-5% P0(6-0) 25.225 2747 28-7 P0(6-0) 25.157 2748 26-10 P0(6-0) 25.929 2749 26-7% P0(6-0) 26.010 2750 27-8% P0(6-0) 25.550 2751 27-6 P0(6-0) 25.641 2752 27-31/2 P0(6-0) 25.732 2753 27-0% P0(6-0) 25.832 2754 25-1% P0(6-0) 26.662 2755 25-0% P0(6-0) 26.696 2756 24-111/2 P0(6-0) 26.742 2757 24-8 P0(6-0) 26.855 2758 24-6 P0(6-0) 26.670 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:31 PM Page 10 111 INode Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Renort Descriotion: Ordinary Grouo 11 (10 S-E EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2759 2721/2 P0(6-0) 25.767 2760 2561/z P0(6-0) 26.489 2761 25-3 P0(6-0) 26.612 2762 24-9 P0(6-0) 26.822 2781 25-3 P0(6-0) 26.606 2782 24-11',4 P0(6-0) 26.731 2799 28'-3% P0(6-0) 25.293 2800 28-5 P0(6-0) 25.246 2801 26-91/. P0(6-0) 25.947 2802 26-7 P0(6-0) 26.028 2803 26-5 P0(6-0) 26.109 2804 27-51/2 P0(6-0) 25.651 2805 27-3 P0(6-0) 25.748 2806 27-0 P0(6-0) 25.844 2807 2691,4 P0(6-0) 25.945 2808 24-11% P0(6-0) 26.735 2809 25-0 P0(6-0) 26.710 2810 25-0% P0(6-0) 26.704 2811 24-8% P0(6-0) 26.841 2812 2461/2 P0(6-0) 26.611 2813 24-10% P0(6-0) 26.770 2814 26-11% P0(6-0) 25.865 2848 23-8 PO(16-51/z) 27.297 2851 23-8 P0(16-51/2) 27.297 2854 23-8 P0(16-5%) 27.297 2857 23-8 P0(16-5%) 27.296 2860 23-8 P0(16-5%) 27.296 2863 23-8 P0(16-5%) 27.296 2866 23-8 P0(16-5%) 27.295 2869 23-8 P0(16-5%) 27.295 2872 23-8 fE(12'-7) 27.294 2900 26-10 P0(6-0) 25.927 2901 26-8 P0(6-0) 25.989 2902 25-3 P0(6-0) 26.602 2903 25-1% P0(6-0) 26.670 2904 25-11/. P0(6-0) 26.668 2905 25-1 P0(6-0) 26.684 2906 24-9 P0(6-0) 26.828 2907 24-7 P0(6-0) 26.552 2909 24-11 P0(6-0) 26.753 2910 25-1 P0(6-0) 26.679 2941 26-71/2 P0(6-0) 26.005 2942 26-7% P0(6-0) 26.017 2943 25-4 P0(6-0) 26.574 2944 25-3% P0(6-0) 26.588 2945 25-21/2 P0(6-0) 26.623 2946 25-11/2 P0(6-0) 26.668 2947 24-9 P0(6-0) 26.816 2948 24-11 P0(6-0) 26.743 2949 24-7 P0(6-0) 26.496 2950 25-3% P0(6-0) 26.590 2984 26-6% P0(6-0) 26.047 2985 26-7% P0(6-0) 26.020 2986 25-51/2 P0(6-0) 26.518 2987 25-31/2 P0(6-0) 26.584 2988 25-2 P0(6-0) 26.652 2989 24-9% P0(6-0) 26.803 2990 24-11% P0(6-0) 26.727 2991 24-7% P0(6-0) 26.434 2992 25-5% P0(6-0) 26.510 2993 25-5 P0(6-0) 26.535 3000 24-10 P0(6-0) 26.790 ©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:31PM Page 11 INode Analysis I Job Number: 21-2135-03 - S-E EQUIP. AREA Reoort Descriotion: Ordinary Grouo 11 (10 S-E EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3001 24-8 P0(6-0) 26.378 3012 25-7 P0(6-0) 26.457 3023 26-9 P0(6-0) 25.951 3024 26-10 P0(6-0) 25.924 3025 25-6 P0(6-0) 26.500 3026 25-4 P0(6-0) 26.569 3027 25-2 P0(6-0) 26.639 3028 25-7 P0(6-0) 26.469 3029 25-0 P0(6-0) 26.715 3034 26-41/2 26.115 3035 26-9 25.960 3036 27-1 25.815 3037 27-31/2 25.723 3038 27-3% 25.722 3039 27-1 25.813 3040 26-9 25.954 3041 . 26-5 26.107 3042 26-5 26.107 3043 26-5 26.107 3047 24-101/2 P0(6-0) 26.778 3048 24-8 P0(6-0) 26.317 3049 25-91/2 P0(6-0) 26.380 3050 25-8 P0(6-0) 26.428 3051 27-0 P0(6-0) 25.855 3052 27-0% P0(6-0) 25.828 3053 25-6% P0(6-0) 26.482 3054 25-4% P0(6-0) 26.554 3055 25-21/2 P0(6-0) 26.627 3056 25-01/2 P0(6-0) 26.703 3079 23-8 P0(16-5%) 27.294 3080 24-21/2 27.066 3082 23-8 P0(16-5%) 27.294 3083 24-21/2 27.066 3086 23-8 P0(16-5%) 27.293 3087 24-21/2 27.066 3089 23-8 PO(16-51/z) 27.293 3090 2421/z 27.065 3093 23-8 P0(16-51/2) 27.293 3094 24-21/2 27.065 3096 23-8 P0(16-51/2) 27.292 3097 24-21/2 27.065 3100 23-8 P0(16-5%) 27.292 3101 24-21/2 27.065 3103 23-8 P0(16-5%) 27.291 3104 24-21/2 27.064 3107 23-8 P0(16-5%) 27.291 3110 23-8 P0(16-5%) 27.291 3111 2421/z 27.063 3114 23-8 P0(16-5%) 27.290 3115 24-21/2 26.437 3119 23-8 P0(26-4) 27.298 3120 26-4 fT(8-6) 26.147 3121 23-8 P0(10-0) 27.298 3122 26-8 fT(8'-6) 25.991 3123 23-8 P0(10-0) 27.298 3124 27-0% fT(8-6) 25.836 3125 23-8 P0(10-0) 27.298 3126 27-31/2 fT(8-6) 25.730 3127 23-8 P0(10-0) 27.298 3128 2731/2 fT(8-6) 25.729 3129 23-8 P0(10-0) 27.298 3130 27-01/2 fT(8'-6) 25.832 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.3.9.0 9/10/2021 2:44:31 PM Page 12 1111 Node Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Reoort Descriotion: Ordinary Group 11 (10 S-E EQUIP. AREA) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3131 23-8 P0(10-0) 27.298 3132 2681/z fT(8-6) 25.986 3133 23-8 P0(10-0) 27.298 3134 26-4 fT(8-6) 26.139 3135 23-8 P0(10-0) 27.298 3136 26-4 fT(8'-6) 26.139 3137 23-8 P0(10-U) 27.297 3138 26-4 fT(8'-6) 26.139 3169 24-8'/2 P0(6-0) 24.902 3213 24-9 P0(6-0) 24.350 911 1-6 S 51.186 158.32 1102 12-1 Spr(-21.556) 21.556 26.00 1103 12-3 Spr(-21.693) 21.693 26.08 1104 12-1 Spr(-21.970) 21.970 26.25 1106 12-3 Spr(-22.111) 22.111 26.33 1107 12-5 Spr(-22.735) 22.735 26.70 1108 12-5 Spr(-23.172) 23.172 26.96 1 -3-6 2LtE(8-10) 53.350 2 -3-6 T(67-11%) 53.309 3 -3-6 T(67-11 Y2) 53.307 4 4-6 LtE(22-0Y2) 53.292 5 - 4-6 LtE(13-71h) 39.156 6 4-6 LtE(19-71/2) 39.149 7 4-6 T(36'-8),Gauge9 39.127 8 4-6 LtE(20'-3Y2) 39.114 9 4-6 T(1 09-2V2) 53.307 10 23-8 fl(41-6) 27.317 31 1-6 LtE(15'-3) 36.942 37 -3-6 T(36-8) 53.306 101 124,4 P0(8-0) 23.011 102 1241/2 P0(8-0) 23.453 103 24-9 24.316 104 24-8Y2 fT(14-10) 26.202 160 23-8 P0(10-0) 27.350 162 23-8 P0(10-0) 27.350 164 23-8 P0(10-0) 27.350 166 23-8 P0(10-0) 27.350 168 23-8 P0(10-0) 27.350 170 23-8 P0(10-0) 27.350 172 23-8 P0(10-0) 27.350 174 23-8 P0(10-0) 27.350 217 23-8 P0(10-U) 27.350 219 23-8 P0(10-U) 27.350 221 23-8 P0(10-0) 27.350 223 23'-8 P0(10-0) 27.350 225 23-8 P0(10-0) 27.350 227 23-8 P0(10-0) 27.350 229 23-8 P0(10-0) 27.350 231 23-8 P0(10-U) 27.350 298 23-8 P0(10-0) 27.350 299 23-8 P0(10-0) 27.350 337 23-8 P0(10-0) 27.350 339 23-8 P0(10-U) 27.350 341 23-8 P0(10-U) 27.350 343 23-8 P0(10-0) 27.350 349 23-8 P0(1 0-U) 27.350 351 23'-8 P0(10-0) 27.350 353 23-8 P0(10-0) 27.350 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:31PM Page 13 Mkydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Reøort Descriotion: Ordinary Group 11 (10 S-E EQUIP. AREA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route I ..... BL 1.6100 26.00 4.10 120 0.026249 8-0 Pt 0.210 1102 1103 12-1 12-3 26.00 5.6 21.556 21.693 Sprinkler 8-0 Pc Pv -0.073 BL 1.6100 52.08 8.21 120 0.094906 6-6 Pt 1.376 1103 101 12-3 1241/2 26.08 5.6 21.693 23.011 Sprinkler, P0(8-0) 8-0 14-6 Pe Pv -0.059 CM 2.1570 78.78 6.92 120 0.049115 9-0 Pf 0.442 101 102 1241/2 1241/2 26.70 23.011 23.453 Flow (q) from Route 3 90 Pe PV CM 2.1570 158.32 13.90 120 0.178630 21101/2 Pf 6.216 102 103 12-4% 24-9 52.58 + 26.96 23.453 24.316 Flow (q) from Route 2 and 4 3tE(4-31/z) 12-11 3491/2 Pe Pv -5.353 BL 2.6350 158.32 9.31 120 0.067391 0-6 Pt 0.034 103 3213 24-9 24-9 24.316 24.350 0-6 Pc Pv 0.001 BL 2.6350 158.32 9.31 120 0.067391 8-0 Pt 0.540 3213 3169 24-9 24-8% 24.350 24.902 8-0 Pe Pv 0.012 BL 2.6350 158.32 9.31 120 0.067391 4-41/2 Pf 1.293 3169 104 24-8 V2 24'-81/2 24.902 26.202 fT(14-10) 14-10 1921/. Pe Pv 0.007 RN 2.6350 116.01 6.83 120 0.037910 0-6 Pf 0.019 104 3115 24-8% 24-2'!. 26.202 26.437 0-6 Pe Pv 0.217 DY 2.6350 116.01 6.83 120 0.037910 0-0 Pf 0.625 3115 3114 24-21/2 23-8 26.437 27.290 P0(16-5%) 16-5% 16-5% Pe Pv 0.228 CM 6.3570 79.23 0.80 120 0.000257 52-81/2 Pf 0.027 3114 10 23-8 23-8 27.290 27.317 tE(12-7), fT(41'-6) 54-1 106-91/2 Pc Pv CM 8.2490 158.32 0.95 120 0.000260 24-91/2 Pf 0.014 10 31 23-8 1-6 79.09 27.317 36.942 Flow (q) from Route 8 fE(15-3), LtE(15-3) 30-6% 55'-4 Pe Pv 9.610 UG 8.2490 158.32 0.95 140 0.000195 5-0 Pf 0.005 31 8 1-6 4-6 36.942 39.114 LtE(20-31/2) 20-3% 25-31/2 Pe Pv 2.168 UG 7.6000 158.32 1.12 140 0.000291 4-51/2 Pf 0.013 8 7 4-6 4-6 39.114 39.127 PIV(4-2%), T(36'-8), Gauge 9 40-10% Pe Pv 0.000 UG 7.9800 158.32 1.02 150 0.000202 84-3% Pt 0.021 7 6 4-6 4-6 39.127 39.149 LtE(19'-71/2) 19-7% 103-11 Pe Pv UG 7.6000 158.32 1.12 140 0.000291 13-0 Pf 0.008 6 5 4-6 4-6 39.149 39.156 LtE(13'-7%) 13-71/2 26-7% Pe Pv UG 8.3900 158.32 0.92 140 0.000180 10-0 Pf 14.136 5 4 4-6 4-6 39.156 53.292 2E(30-61/2), BFP(-14.119), LtE(2 2-01/2) 83-1% 93-1% Pe Pv UG 7.6000 158.32 1.12 140 0.000291 9-8 Pt 0.014 4 37 4-6 4-6 53.292 53.306 T(36-8) 36-8 46-4 Pe Pv UG 11.5500 134.34 0.41 140 0.000028 48-6 Pt 0.003 37 2 4-6 4-6 53.306 53.309 T(67'-111/2) 67-11% 116-5 Pe Pv UG 5.7000 158.32 1.99 140 0.001183 17-41/2 Pt 0.041 2 1 4-6 -3-6 23.98 53.309 53.350 Flow (q) from Route 5 2LtE(8-10) 17-81/2 35-1 Pe Pv FR 6.2800 158.32 1.64 140 0.000738 5-0 Pt 0.004 1 911 4-6 16 53.350 51.186 Water Supply 50 Pc Pv -2.168 250.00 Hose Allowance At Source 911 408.32 Route ..... I,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:33PM Page 14 111 IHydrau1ic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6100 26.25 4.14 120 0.026715 8-0 Pt 0.214 1104 1106 12-1 12-3 26.25 5.6 21.970 22.111 Sprinkler 8-0 Pe Pv -0.073 BL 1.6100 52.58 8.29 120 0.096592 6-6 Pf 1.401 1106 102 12-3 124h/2 26.33 5.6 22.111 23.453 Sprinkler, P0(8-0) 8-0 14-6 Pe Pv -0.059 -Route 3 ..... BL 1.6100 26.70 4.21 120 0.027574 1-6 Pt 0.262 1107 101 12-5 124h/2 26.70 5.6 22.735 23.011 Sprinkler, P0(8-0) 8-0 9-6 Re Pv 0.014 =. ..... Route 4 ..... BL 1.6100 26.96 4.25 120 0.028064 1-6 Pt 0.267 1108 102 12-5 12-41/2 26.96 5.6 23.172 23.453 Sprinkler, P0(8-0) 8-0 9'-6 Pe Pv 0.014 -Route 5 ..... UG 11.5500 23.98 0.07 140 0.000001 1738.31/2 Pt 0.002 9 2 4-6 4-6 23.98 53.307 53.309 Flow (q) from Route 6 PIV(6'-91/2), EE(14'-81/2), Ee2(14- 81/2), 3LtE(20'-41/2), T(67'-111%) 1654 1903'-7% Pe Pv Route ..... UG 15.5000 23.98 0.04 140 0.000000 46251/2 Pt 0.000 3 9 4-6 4-6 23.98 53.307 53.307 Flow (q) from Route 7 2EE(26-6%), T(109'-21/2) 162-3 624-81/2 Re Pv Route ..... UG 11.5500 23.98 0.07 140 0.000001 679-61/2 Pt 0.001 37 3 4-6 -3'-6 134.34 53.306 53.307 Flow (q) from Route 1 EE(14'-8'/4, PIV(6-9%), T(67'-11 /2) 89-5% 769-0 Re Pv Route ..... BL 2.6350 42.31 2.49 120 0.005867 8-0 Pt 0.047 2949 2907 24-7 24-7 42.31 26.496 26.552 Flow (q) from Route 22 8-0 Re Pv 0.009 BL 2.6350 42.31 2.49 120 0.005867 8-0 Pt 0.047 2907 2812 24-7 24-61/2 26.552 26.611 8-0 Re Pv 0.012 BL 2.6350 42.31 2.49 120 0.005867 8-0 Pt 0.047 2812 2758 24-61/2 24-6 26.611 26.670 8-0 Re Pv 0.012 BL 2.6350 42.31 2.49 120 0.005867 8-0 Pt 0.047 2758 2721 24'-6 24'-6 26.670 26.729 8-0 Re Pv 0.012 BL 2.6350 42.31 2.49 120 0.005867 5-1% Pt 0.214 2721 2683 24-6 23'-8 26.729 27.297 fT(14'-10), P0(16-51/2) 3131/z 36-5 Re Pv 0.354 CM 6.3570 59.72 0.60 120 0.000152 4-9 Pf 0.006 2683 2685 23'-8 23'-8 17.41 27.297 27.303 Flow (q) from Route 13 ffl31'5) 31-5 36-2% Pe Pv FM 6.3570 79.09 0.80 120 0.000256 16-0 Pt 0.015 2685 10 23'-8 23-8 19.37 27.303 27.317 Flow (q) from Route 9 fT(41'-6) 41-6 57'-6 Pe Pv Route 9 ..... BL 2.6350 0.81 0.05 120 0.000004 8-0 Pt 0.000 2747 2709 28-7 28-9% 0.81 25.157 25.069 Flow (q) from Route 34 8-0 Re Pv -0.089 BL 2.6350 0.81 0.05 120 0.000004 9-7 Pt 0.000 2709 2653 28-91/2 23'-8 25.069 27.297 fT(14'-10), P0(16-5%) 31-3% 40-101/2 Pe Pv 2.228 CM 6.3570 14.23 0.14 120 0.000011 10,-0 Pt 0.000 2653 2652 23'-8 23'-8 13.41 27.297 27.297 Flow (q) from Route 11 10-0 Pe Pv CM 6.3570 15.03 0.15 120 0.000012 36-81/2 Pt 0.001 2652 2311 23'-8 23-8 0.81 27.297 27.298 Flow (q) from Route 32 tE(12'-7), fT(31'-5) 44-0 80-8% Pe Pv CM 6.3570 19.37 0.20 120 0.000019 5-0 Pt 0.000 2311 2312 23'-8 23-8 4.34 27.298 27.298 Flow (q) from Route 10 5'-0 Pe Pv ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:33PM Page 15 11 Hydraulic Analysis 1 Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 19.37 0.20 120 0.000019 10-0 Pt 0.000 2312 2314 23-8 23-8 27.298 27.298 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 9-8'/2 Pt 0.000 2314 2316 23-8 23-8 27.298 27.299 9-8 V2 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 10-0 Pt 0.000 2316 2318 23-8 23-8 27.299 27.299 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 10-0 Pt 0.000 2318 2320 23-8 23-8 27.299 27.299 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 10,-0 Pt 0.000 2320 2322 23-8 23-8 27.299 27.299 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 981/z Pt 0.000 2322 2324 23-8 23-8 27.299 27.299 981/2 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 10,-0 Pt 0.000 2324 2326 23-8 23-8 27.299 27.300 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 10-0 Pt 0.000 2326 2328 23-8 23-8 27.300 27.300 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 10,-0 Pt 0.000 2328 2330 23-8 23-8 27.300 27.300 10-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 1131,4 Pt 0.000 2330 2332 23-8 23-8 27.300 27.300 11-3% Pe Pv CM 6.3570 19.37 0.20 120 0.000019 12-0 Pf 0.000 2332 2334 23-8 23-8 27.300 27.300 12-0 Pe Pv CM 6.3570 19.37 0.20 120 0.000019 12-0 Pt 0.000 2334 2336 23-8 23-8 27.300 27.301 12-0 Pe Pv CM 6.3570 - 19.37 0.20 120 0.000019 12-0 Pt 0.000 2336 2338 23-8 23-8 27.301 27.301 12-0 Pc Pv CM 6.3570 19.37 0.20 120 0.000019 11-101/2 Pf 0.000 2338 2340 23-8 23-8 27.301 27.301 11-10% Pc Pv CM 6.3570 19.37 0.20 120 0.000019 12-0 Pt 0.000 2340 2342 23-8 23-8 27.301 27.301 12-0 Pc Pv CM 6.3570 19.37 0.20 120 0.000019 12-0 Pt 0.000 2342 2344 23-8 23-8 27.301 27.302 12-0 Pc Pv CM 6.3570 19.37 0.20 120 0.000019 12-0 Pt 0.000 2344 2346 23-8 23-8 27.302 27.302 12-0 Pc Pv CM 6.3570 19.37 0.20 120 0.000019 36-5% 1 Pt 0.001 2346 2685 23-8 23-8 27.302 27.303 fE(12'-7) 12-7 49-0% Pc Pv =. ..... Route lO ..... CM 4.2600 12.04 0.27 120 0.000055 10-0 Pf 0.001 2869 2866 23-8 23-8 27.295 27.295 10-0 Pc Pv CM 4.2600 10.41 0.23 120 0.000042 9-8% Pt 0.000 2866 2863 23-8 23-8 27.295 27.296 9-81/2 Pc Pv CM 4.2600 9.02 0.20 120 0.000032 10-0 Pt 0.000 2863 2860 23-8 23-8 27.296 27.296 10-0 Pe Pv CM 4.2600 7.85 0.18 120 0.000025 10-0 Pt 0.000 2860 2857 23'-8 23-8 27.296 27.296 10-0 Pc Pv (,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:33PM Page 16 1111 Hydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 6.84 0.15 120 0.000019 10-0 Pf 0.000 2857 2854 23-8 23-8 27.296 27.297 10-0 Pe Pv CM 4.2600 5.96 0.13 120 0.000015 9-8% Pt 0.000 2854 2851 23-8 23-8 27.297 27.297 9-8'/ Pe Pv CM 4.2600 5.15 0.12 120 0.000011 10-0 Pt 0.000 2851 2848 23-8 23-8 . 27.297 27.297 10-0 Pe Pv CM 4.2600 4.34 0.10 120 0.000008 4981/z Pf 0.001 2848 3137 23-8 23-8 27.297 27.297 2fE(8-11%) 17-11 67-7% Pe Pv -0.000 CM 4.2600 3.83 0.09 120 0.000007 10-0 Pt 0.000 3137 3135 23-8 23-8 27.297 27.298 10-0 Pe Pv CM 4.2600 3.34 0.08 120 0.000005 1141/2 Pt 0.000 3135 3133 23-8 23-8 27.298 27.298 114% Pe Pv CM 4.2600 2.88 0.06 120 0.000004 12-0 Pt 0.000 3133 3131 23-8 23-8 27.298 27.298 12-0 Pe Pv RN 2.0670 0.44 0.04 120 0.000004 3-0% Pf 0.000 3131 3132 23-8 26-8% 27.298 25.986 P0(10-0) fT(6-6) 18-6 2161/2 Pe Pv -1.312 BL 2.1570 0.44 0.04 120 0.000003 4-8 Pt 0.000 3132 3040 26-81/2 26-9 25.986 25.954 4-8 Pe Pv -0.032 BL 2.0670 0.44 0.04 120 0.000004 86-9% Pf 0.000 3040 2392 26-9 27-0% 25.954 25.827 86-9% Pe Pv -0.127 BL 2.1570 0.44 0.04 120 0.000003 4-7% Pt 0.000 2392 2304 27-0% 27'1 25.827 25.824 ff(10-51/z) 10-5% 15-1% Pe Pv -0.003 RN 2.0670 0.44 0.04 120 0.000004 3-5 Pt 0.000 2304 2303 27-1 23-8 25.824 27.298 P0(10-a) 10-0 13-5 Pe Pv 1.474 CM 6.3570 2.88 0.03 120 0.000001 12-0 Pf 0.000 2303 2305 23-8 23-8 2.44 27.298 27.298 Flow (q) from Route 41 12-0 Pe Pv CM 6.3570 3.34 0.03 120 0.000001 11-4% Pf 0.000 2305 2307 23-8 23-8 0.46 27.298 27.298 Flow (q) from Route 46 lt-41/z Pe Pv CM 6.3570 3.83 0.04 120 0.000001 10-0 Pt 0.000 2307 2309 23-8 23-8 0.49 27.298 27.298 Flow (q) from Route 45 10-0 Pe Pv CM 6.3570 4.34 0.04 120 0.000001 5-0 Pt 0.000 2309 2311 23-8 23-8 0.51 27.298 27.298 Flow (q) from Route 40 5-0 Pe Pv Route 11 ..... RN 2.6350 1.63 0.10 120 0.000014 8-0 Pt 0.001 2866 2804 23-8 27-51/2 27.295 25.651 P0(16-5%) ff(1410) 31-3% 39-3% Pe Pv -1.645 BL 2.6350 1.63 0.10 120 0.000014 8-0 Pt 0.000 2804 2750 27-5% 27-8% 25.651 25.550 8-0 Pe Pv -0.100 BL 2.6350 1.63 0.10 120 0.000014 8-0 Pt 0.000 2750 2712 27-81/2 27-11 25.550 25.450 8-0 Pe Pv -0.100 BL 2.6350 1.63 0.10 120 0.000014 8-81/2 Pt 0.001 2712 2662 27-11 23-8 25.450 27.297 fT(14-10), P0(16-51/2) 31-31/. 40-0 Pe Pv 1.846 CM 6.3570 8.96 0.09 120 0.000005 9-81/2 Pt 0.000 2662 2660 23-8 23-8 7.33 27.297 27.297 Flow (q) from Route 12 9-81/2 Pe Pv CM 6.3570 10.35 0.10 120 0.000006 10-0 Pt 0.000 2660 2659 23-8 23-8 1.39 27.297 27.297 Flow (q) from Route 33 10-0 Pe Pv ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:33PM Page 17 IHydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA ReDort Descriotion: Ordinary GrouD 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 11.52 0.12 120 0.000007 10-0 Pf 0.000 2659 2657 23-8 23-8 1.17 27.297 27.297 Flow (q) from Route 15 10-0 Pe Pv CM 6.3570 12.53 0.13 120 0.000008 10-0 Pf 0.000 2657 2655 23-8 23-8 1.00 27.297 27.297 Flow (q) from Route 16 10-0 Pe Pv CM 6.3570 13.41 0.14 120 0.000010 981/z Pt 0.000 2655 2653 23-8 23-8 0.89 27.297 27.297 Flow (q) from Route 27 9'-81/2 Pe Pv =. ..... Route 12 ..... BL 2.6350 2.27 0.13 120 0.000026 8-0 Pt 0.000 3012 2993 25-7 25-5 2.27 26.457 26.535 Flow (q) from Route 23 8-0 Pc Pv 0.077 BL 2.6350 2.27 0.13 120 0.000026 8-0 Pf 0.000 2993 2943 25-5 25-4 26.535 26.574 8-0 Pe Pv 0.038 BL 2.6350 2.27 0.13 120 0.000026 8-0 Pt 0.000 2943 2902 25-4 25-3 26.574 26.602 8-0 Pe Pv 0.028 BL 2.6350 2.27 0.13 120 0.000026 8-0 Pt 0.000 2902 2781 25-3 25-3 26.602 26.606 8-0 Pe Pv 0.003 BL 2.6350 2.27 0.13 120 0.000026 8-0 Pf 0.000 2781 2760 25-3 25-6Y2 26.606 26.489 8-0 Pe Pv -0.116 BL 2.6350 2.27 0.13 120 0.000026 8-0 Pt 0.000 2760 2689 25'-61/2 25'-91/2 26.489 26.373 8-0 Pe Pv -0.117 BL 2.6350 2.27 0.13 120 0.000026 6-7V2 Pt 0.001 2689 2668 25-9V2 23-8 26.373 27.297 fl(14-10), PO(16-5',4) 3131/2 37-11 Pe Pv 0.923 CM 6.3570 1.09 0.01 120 0.000000 11-3% Pt 0.000 2668 2666 23-8 23-8 27.297 27.297 11-3% Pe Pv CM 6.3570 3.26 0.03 120 0.000001 10-0% Pf 0.000 2666 2665 23-8 23-8 2.17 27.297 27.297 Flow (q) from Route 31 10-0% Pe Pv CM 6.3570 5.39 0.05 120 0.000002 9-11% Pt 0.000 2665 2663 23-8 23-8 2.12 27.297 27.297 Flow (q) from Route 25 9-11% Pe Pv CM 6.3570 7.33 0.07 120 0.000003 10-0 Pt 0.000 2663 2662 23-8 23-8 1.95 27.297 27.297 Flow (q) from Route 17 10-0 Pc Pv Route 13 ..... BL 2.6350 3.04 0.18 120 0.000045 5-31/2 Pt 0.002 2719 2680 24-8 23-8 3.04 26.869 27.297 Flow (q) from Route 20 fT(14-10), P0(16-5%) 31-3% 36-7 Pe Pv 0.426 CM 6.3570 17.41 0.18 120 0.000016 12-0 Pt 0.000 2680 2683 23-8 23-8 14.37 27.297 27.297 Flow (q) from Route 14 12-0 Pc Pv =. ..... Route 14 ..... BL 2.6350 2.96 0.17 120 0.000043 8-0 Pt 0.000 3029 2990 25-0 24-111/2 2.96 26.715 26.727 Flow (q) from Route 38 8-0 Pe Pv 0.012 BL 2.6350 2.96 0.17 120 0.000043 8-0 Pt 0.000 2990 2948 24-111/2 24-11 26.727 26.743 8-0 Pe Pv 0.015 BL 2.6350 2.96 0.17 120 0.000043 8-0 Pt 0.000 2948 2909 24-11 24-11 26.743 26.753 8-0 Pe Pv 0.009 BL 2.6350 2.96 0.17 120 0.000043 8-0 Pt 0.000 2909 2813 24-11 24-101/2 26.753 26.770 8-0 Pe Pv 0.017 BL 2.6350 2.96 0.17 120 0.000043 8-0 Pt 0.000 2813 2762 24-101/2 24-9 26.770 26.822 8-0 Pc Pv 0.052 ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:33PM Page 18 1111Hydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 2.96 0.17 120 0.000043 8-0 Pf 0.000 2762 2722 24-9 24-7% 26.822 26.874 8-0 Pc Pv 0.052 BL 2.6350 2.96 0.17 120 0.000043 5-3 Pt 0.002 2722 2677 24-71/2 23-8 26.874 27.297 fl(14-10), P0(16-51/2) 3131/2 36-6% Pc Pv 0.421 CM 6.3570 14.37 0.15 120 0.000011 12-0 Pt 0.000 2677 2680 23-8 23-8 11.41 27.297 27.297 Flow (q) from Route 19 12-0 Pc Pv Route 15 ..... RN 2.6350 1.17 0.07 120 0.000008 7-2 Pt 0.000 2860 2802 23-8 26-7 27.296 26.028 P0(16-51/2) fT(14-10) 3131/z 38-51A Pe Pv -1.269 BL 2.6350 1.17 0.07 120 0.000008 - 8-0 Pf 0.000 2802 2748 26-7 26-10 26.028 25.929 8-0 Pc Pv -0.098 BL 2.6350 1.17 0.07 120 0.000008 8-0 Pt 0.000 2748 2710 26-10 27-0% 25.929 25.831 8-0 Pc Pv -0.098 BL 2.6350 1.17 0.07 120 0.000008 7-10 Pt 0.000 2710 2659 2701,4 23-8 25.831 27.297 fT(14'-10), P0(16-51/2) 31'-3'/z 1 39-1 % Pc Pv 1.466 Route 16 ..... BL 2.6350 1.00 0.06 120 0.000006 8-0 Pt 0.000 2735 2697 27-0 27-3 1.00 25.848 25.750 Flow (q) from Route 21 8-0 Pc Pv -0.098 BL 2.6350 1.00 0.06 120 0.000006 8-0% Pf 0.000 2697 2657 27-3 23-8 25.750 27.297 fT(14-10), P0(16-5%) 3131/2 39-4 Pc Pv 1.547 Route 17 ..... CM 4.2600 13.99 0.31 120 0.000073 7'-5'/z Pt 0.001 2872 2869 23-8 23-8 13.99 27.294 27.295 Flow (q) from Route 18 7-5% Pc Pv RN 2.6350 1.95 0.11 120 0.000020 7-9% Pt 0.001 2869 2805 23-8 27-3 27.295 25.748 P0(16-51/2) fT(14-10) 31-3% 39-1 Pc Pv -1.548 BL 2.6350 1.95 0.11 120 0.000020 8-0 Pf 0.000 2805 2751 27-3 27-6 25.748 25.641 8-0 Pc Pv -0.107 BL 2.6350 1.95 0.11 120 0.000020 8-0 Pt 0.000 2751 2713 27-6 27-9 25.641 25.535 8-0 Pc Pv -0.107 BL 2.6350 1.95 0.11 120 0.000020 8-6% Pt 0.001 2713 2663 27-9 23-8 25.535 27.297 fl(14-10), P0(16-5%) 31-3% 39-10 Pc Pv 1.761 =. ..... Route 18 ..... CM 6.3570 36.78 0.37 120 0.000062 11-0 Pt 0.001 3114 3110 23-8 23-8 79.23 27.290 27.291 Flow (q) from Route 1 11-0 Pc Pv CM 6.3570 33.74 0.34 120 0.000053 5-0 Pt 0.000 3110 3107 23-8 23-8 27.291 27.291 5-0 Pc Pv CM 6.3570 33.74 0.34 120 0.000053 8-0 Pt 0.000 3107 3103 23-8 23-8 27.291 27.291 8-0 Pc Pv CM 6.3570 30.78 0.31 120 0.000045 12-0 Pt 0.001 3103 3100 23-8 23-8 27.291 27.292 12-0 Pc Pv CM 6.3570 28.00 0.28 120 0.000038 11-101/2 Pt 0.000 3100 3096 23-8 23-8 27.292 27.292 11-10% Pc Pv CM 6.3570 25.39 0.26 120 0.000031 12-0 Pt 0.000 3096 3093 23-8 23-8 27.292 27.293 12-0 Pc Pv CM 6.3570 22.91 0.23 120 0.000026 12-0 Pt 0.000 3093 3089 23-8 23-8 27.293 27.293 12-0 Pc Pv IM,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:33PM Page 19 111 1 Hydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 20.55 0.21 120 0.000021 12-0 Pf 0.000 3089 3086 23-8 23-8 27.293 27.293 12-0 Pe Pv CM 6.3570 18.28 0.18 120 0.000017 1131/2 Pt 0.000 3086 3082 23-8 23-8 27.293 27.294 11-3% Pe Pv CM 6.3570 16.11 0.16 120 0.000013 10-0% Pf 0.000 3082 3079 23-8 23-8 27.294 27.294 10-0% Pe Pv CM 6.3570 13.99 0.14 120 0.000010 41-10 Pt 0.001 3079 2872 23-8 23-8 27.294 27.294 2fE(12-7) 25-2 66-11% Pe Pv =. ..... Route 19 ..... DY 2.6350 2.48 0.15 120 0.000031 0-0 Pt 0.001 3093 3094 23-8 24-21/2 27.293 27.065 P0(16-5%) 16-51/2 16-5% Pe Pv -0.228 RN 2.6350 2.48 0.15 120 0.000031 5-0 Pf 0.001 3094 3053 24-21/2 25-61/2 27.065 26.482 fT(14-10) 14-10 19-10 Pe Pv -0.583 BL 2.6350 2.48 0.15 120 0.000031 8-0 Pt 0.000 3053 3025 25-61/2 25-6 26.482 26.500 8-0 Pe Pv 0.018 BL 2.6350 2.48 0.15 120 0.000031 8-0 Pt 0.000 3025 2986 25-6 25-51/2 26.500 26.518 8-0 Pe Pv 0.018 BL 2.6350 2.48 0.15 120 0.000031 8-0 Pt 0.000 2986 2944 25-5% 25-3% 26.518 26.588 8-0 Pe Pv 0.069 BL 2.6350 2.48 0.15 120 0.000031 8-0 Pt 0.000 2944 2903 25-31/2 25-1% 26.588 26.670 8-0 Pe Pv 0.082 BL 2.6350 2.48 0.15 120 0.000031 8-0 Pt 0.000 2903 2808 25-1% 24-111/2 26.670 26.735 8-0 Pe Pv 0.065 BL 2.6350 2.48 0.15 120 0.000031 8-0 Pt 0.000 2808 2754 24111/z 25-1% 26.735 26.662 8-0 Pe Pv -0.073 BL 2.6350 2.48 0.15 120 0.000031 . 8-0 Pt 0.000 2754 2716 25-1% 25-31/2 26.662 26.589 8-0 Pe Pv -0.073 BL 2.6350 2.48 0.15 120 0.000031 6-0% Pt 0.001 2716 2671 25-3% 23-8 26.589 27.297 fT(14-10), P0(16-5%) 31-31/2 37-4% Pe Pv 0.707 CM 6.3570 6.02 0.06 120 0.000002 12-0 Pt 0.000 2671 2673 23-8 23-8 3.54 27.297 27.297 Flow (q) from Route 24 12-0 Pe Pv CM 6.3570 8.63 0.09 120 0.000004 11-101/2 Pf 0.000 2673 2675 23-8 23-8 2.61 27.297 27.297 Flow (q) from Route 35 11-101/2 Pe Pv CM 6.3570 11.41 0.12 120 0.000007 12-0 Pf 0.000 2675 2677 23-8 23-8 2.77 27.297 27.297 Flow (q) from Route 26 12-0 Pe Pv Route 20 ..... DY 2.6350 3.04 0.18 120 0.000045 0-0 Pt 0.001 3110 3111 23-8 24-21/2 27.291 27.063 P0(16-5%) 16-5% 16-51/2 Pc Pv -0.228 RN 2.6350 3.04 0.18 120 0.000045 4-8 Pt 0.001 3111 3047 24-21/2 24-101/2 27.063 26.778 fT(14-10) 14-10 19-5% Pc Pv -0.287 BL 2.6350 3.04 0.18 120 0.000045 8-3% Pf 0.000 3047 3000 24-101/2 24-10 26.778 26.790 8-31/2 Pc Pv 0.012 BL 2.6350 3.04 0.18 120 0.000045 8-41/2 Pt 0.001 3000 2989 24-10 24-91/2 26.790 26.803 2tE(5'-11) 11-9% 20-2 Pc Pv 0.012 BL 2.6350 3.04 0.18 120 0.000045 8-0 Pt 0.000 2989 2947 24-91/2 24-9 26.803 26.816 8-0 Pc Pv 0.012 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.3.9.0 9/10/2021 2:44:33PM Page 20 1111 HydrauIic Analysis I Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 3.04 0.18 120 0.000045 8-0 Pf 0.000 2947 2906 24-9 24-9 26.816 26.828 8-0 Pe Pv 0.012 BL 2.6350 3.04 0.18 120 0.000045 8-0 Pt 0.000 2906 2811 24-9 24-8'h 26.828 26.841 8-0 Pe Pv 0.012 BL 2.6350 3.04 0.18 120 0.000045 8-0 Pt 0.000 2811 2757 24-81/2 24-8 26.841 26.855 8-0 Pe Pv 0.014 BL 2.6350 3.04 0.18 120 0.000045 8-0 Pt 0.000 2757 2719 24-8 24-8 26.855 26.869 8-0 Pe Pv 0.014 Route 21 ..... RN 2.6350 1.00 0.06 120 0.000006 7-4 Pt 0.000 2857 2801 23-8 26-9% 27.296 25.947 P0(16-5%) fl(14'-l0) 31'-3'/2 38-7% Pe Pv -1.350 BL 2.6350 1.00 0.06 120 0.000006 8-0 Pf 0.000 2801 2735 26-9% 27-0 25.947 25.848 8-0 Pe Pv -0.098 Route 22 ..... BL 2.6350 42.31 2.49 120 0.005867 3-11% Pt 0.110 104 3048 24-81/2 24-8 26.202 26.317 fT(14'-l0) 14-10 18-9% Pe Pv 0.006 BL 2.6350 42.31 2.49 120 0.005867 8-31/2 Pt 0.049 3048 3001 24-8 24-8 26.317 26.378 8-3% Pc Pv 0.012 BL 2.6350 42.31 2.49 120 0.005867 7-41/2 Pt 0.043 3001 2991 24-8 24-71/2 26.378 26.434 7-4% Pe Pv 0.012 BL 2.6350 42.31 2.49 120 0.005867 8-0 Pt 0.047 2991 2949 24-71/2 24-7 26.434 26.496 8-0 Pe Pv 0.015 Route 23 ..... DY 2.6350 2.27 0.13 120 0.000026 0,-0 Pt 0.000 3086 3087 23-8 24-2% 27.293 27.066 P0(16-5%) 16-5% 16-5% Pe Pv -0.228 RN 2.6350 2.27 0.13 120 0.000026 5-3% Pf 0.001 3087 3049 24-2% 25-91/2 27.066 26.380 fT(14'-10) 14-10 20-1% Pc Pv -0.686 BL 2.6350 2.27 0.13 120 0.000026 8-0 Pt 0.000 3049 3012 25-9% 25-7 26.380 26.457 8-0 Pc Pv 0.077 Route 24 ..... DY 2.6350 2.36 0.14 120 0.000028 0,-0 Pt 0.000 3089 3090 23-8 24-2% 27.293 27.065 P0(16-5%) 16-5% 16-5% Pc Pv -0.228 RN 2.6350 2.36 0.14 120 0.000028 5-2 Pt 0.001 3090 3050 24-2'!. 25-8 27.065 26.428 fT(14'-lO) 14-10 20-0 Pe Pv -0.638 BL 2.6350 2.36 0.14 120 0.000028 8-0 Pt 0.000 3050 3028 25-8 25-7 26.428 26.469 8-0 Pc Pv 0.041 BL 2.6350 2.36 0.14 120 0.000028 8-0 Pt 0.000 3028 2992 25-7 25-5% 26.469 26.510 8-0 Pc Pv 0.041 BL 2.6350 2.36 0.14 120 0.000028 8-0 Pt 0.000 2992 2950 25-51/2 25-31/2 26.510 26.590 8-0 Pe Pv 0.079 BL 2.6350 2.36 0.14 120 0.000028 8-0 Pt 0.000 2950 2910 25-3% 25-1 26.590 26.679 8-0 Pc Pv 0.089 BL 2.6350 2.36 0.14 120 0.000028 8-0 Pf 0.000 2910 2782 25-1 24-111/2 26.679 26.731 8-0 Pe Pv 0.053 BL 2.6350 2.36 0.14 120 0.000028 8-0 Pt 0.000 2782 2761 24-111/2 25-3 26.731 26.612 8-0 Pc Pv -0.120 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:33PM Page 21 IHydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 2.36 0.14 120 0.000028 8-0 Pf 0.000 2761 2690 25-3 25-6 26.612 26.492 8-0 Pe Pv -0.120 BL 2.6350 2.36 0.14 120 0.000028 6-4 Pt 0.001 2690 2669 25-6 23-8 26.492 27.297 fl(14-10), P0(16-51/2) 31-3% 3771/z Pe Pv 0.804 CM 6.3570 3.54 0.04 120 0.000001 12-0 Pf 0.000 2669 2671 23-8 23-8 1.18 27.297 27.297 Flow (q) from Route 36 12-0 Pe Pv 40 ..... Route 25 ..... BL 2.6350 2.12 0.12 120 0.000023 8-0 Pf 0.000 2941 2900 26-71/2 26-10 2.12 26.005 25.927 Flow (q) from Route 30 8-0 Pe Pv -0.077 BL 2.6350 2.12 0.12 120 0.000023 8-0 Pt 0.000 2900 2806 26-10 27-0 25.927 25.844 8-0 Pe Pv -0.083 BL 2.6350 2.12 0.12 120 0.000023 8-0 Pf 0.000 2806 2752 27-0 27-3% 25.844 25.732 8-0 Pe Pv -0.112 BL 2.6350 2.12 0.12 120 0.000023 8-0 Pf 0.000 2752 2714 27-31/2 27-61/2 25.732 25.620 8-0 Pe Pv -0.112 BL 2.6350 2.12 0.12 120 0.000023 8-4 Pf 0.001 2714 2665 27-61/2 23-8 25.620 27.297 fl(14'-10), P0(16-5%) 31-3% 39-1/2 Pe Pv 1.676 =. ..... Route 26 ..... RN 2.6350 2.77 0.16 120 0.000038 4-8 Pt 0.001 3101 3055 24-2% 25-21/2 2.77 27.065 26.627 Flow (q) from Route 39 fT(14-10) 14-10 19-6 Pe Pv -0.438 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pt 0.000 3055 3027 25-21/2 25-2 26.627 26.639 8-0 Pe Pv 0.012 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pf 0.000 3027 2988 25-2 25-2 26.639 26.652 8-0 Pe Pv 0.012 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pf 0.000 2988 2946 25-2 25-1% 26.652 26.668 8-0 Pe Pv 0.016 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pt 0.000 2946 2905 25-1% 25-1 26.668 26.684 8-0 Pe Pv 0.016 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pf 0.000 2905 2810 25-1 25-0% 26.684 26.704 8-0 Pe Pv 0.019 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pf 0.000 2810 2756 25-0% 24-111/2 26.704 26.742 8-0 Pe Pv 0.038 BL 2.6350 2.77 0.16 120 0.000038 8-0 Pf 0.000 2756 2718 24-111/2 24-101/2 26.742 26.780 8-0 Pe Pv 0.038 BL 2.6350 2.77 0.16 120 0.000038 5-51/2 Pt 0.001 2718 2675 24-101/2 23-8 26.780 27.297 fT(14-10), P0(16-5%) 1 31-3% 36-9% Pe Pv 0.515 60 .Route 27 ..... BL 2.6350 0.89 0.05 120 0.000005 8-0 Pt 0.000 2759 2720 27-21/2 27-5 0.89 25.767 25.669 Flow (q) from Route 28 8-0 Pe Pv -0.098 BL 2.6350 0.89 0.05 120 0.000005 8-2% Pt 0.000 2720 2655 27-5 23-8 25.669 27.297 tT(14-10), P0(16-5%) 31-3% 39-6 Pe Pv 1.628 =. ..... Route 28 ..... BL 2.6350 0.89 0.05 120 0.000005 8-0 1 Pf 0.000 2814 2759 26-111/2 27-21/2 0.89 25.865 25.767 Flow (q) from Route 29 8-0 ~Pe Pv -0.098 40 ..... Route 29 ..... RN 2.6350 0.89 0.05 120 0.000005 7-6 Pt 0.000 2854 2814 23-8 26-11% 27.297 25.865 P0(16-5%) tT(14-10) 31-3% 38-10 Pe Pv -1.431 . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:33PM Page 22 11111-lydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route 30 ..... DY 2.6350 2.12 0.12 120 0.000023 0-0 Pt 0.000 3079 3080 23-8 24-21/2 27.294 27.066 P0(16-5%) 16-51/2 16-51/2 Pe Pv -0.228 RN 2.6350 2.12 0.12 120 0.000023 6-61/2 Pf 0.000 3080 3051 24-21/2 27-0 27.066 25.855 fl(14-10) 14-10 21-41/2 Pc Pv -1.212 BL 2.6350 2.12 0.12 120 0.000023 8-0 Pt 0.000 3051 3023 27-0 26-9 25.855 25.951 8-0 Pc Pv 0.096 BL 2.6350 2.12 0.12 120 0.000023 8-0 Pt 0.000 3023 2984 26-9 26-61/2 25.951 26.047 8-0 Pe Pv 0.096 BL 2.6350 2.12 0.12 120 0.000023 8-0 Pf 0.000 2984 2941 26-61/2 26-71/2 26.047 26.005 8-0 Pe Pv -0.042 Route 31 ..... DY 2.6350 2.17 0.13 120 0.000024 0-0 Pt 0.000 3082 3083 23-8 24-21/2 27.294 27.066 P0(16-5%) 16-51/2 16-51/2 Pc Pv -0.228 RN 2.6350 2.17 0.13 120 0.000024 6-7 Pt 0.001 3083 3052 24-21/2 27-0% 27.066 25.828 ff(14'lO) 14-10 21-5 Pc Pv -1.239 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pt 0.000 3052 3024 27-0% 26-10 25.828 25.924 8-0 Pe Pv 0.096 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pf 0.000 3024 2985 26-10 26-71/2 25.924 26.020 8-0 Pe Pv 0.096 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pt 0.000 2985 2942 26-7% 26-71/2 26.020 26.017 8-0 Pe Pv -0.003 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pt 0.000 2942 2901 26-71/2 26-8 26.017 25.989 8-0 Pe Pv -0.028 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pt 0.000 2901 2807 26-8 26-91/2 25.989 25.945 8-0 Pe Pv -0.044 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pt 0.000 2807 2753 26-9% 27-0% 25.945 25.832 8-0 Pe Pv -0.113 BL 2.6350 2.17 0.13 120 0.000024 8-0 Pt 0.000 2753 2715 27-0% 27-3% 25.832 25.719 8-0 Pe Pv -0.113 BL 2.6350 2.17 0.13 120 0.000024 8-1% Pr 0.001 2715 2666 27-31/2 23-8 25.719 27.297 fT(14'-10), P0(16-51/2) 31-31/2 39-5 Pe Pv 1.577 Route 32 ..... RN 2.6350 0.81 0.05 120 0.000004 8-10% Pt 0.000 2848 2799 23-8 28-31/2 27.297 25.293 P0(16-5%) ff(14'lO) 31-3% 40-2 Pe Pv -2.004 BL 2.6350 0.81 0.05 120 0.000004 8-0 Pf 0.000 2799 2746 28-31/2 28-5% 25.293 25.225 8-0 Pe Pv -0.068 BL 2.6350 0.81 0.05 120 0.000004 8-0 Pr 0.000 2746 2708 28-51/2 28-7 25.225 25.157 8-0 Pe Pv -0.068 BL 2.6350 0.81 0.05 120 0.000004 9-4% Pf 0.000 2708 2652 28-7 23-8 25.157 27.297 fT(14-10), P0(16-51/2) 31-3% 40-8 Pc Pv 2.141 Route 33 ..... RN 2.6350 1.39 0.08 120 0.000011 6-11% Pt 0.000 2863 2803 23-8 26-5 27.296 26.109 P0(16-51/2) ff(1410) 31-3% 38-3 Pc Pv -1.187 BL 2.6350 1.39 0.08 120 0.000011 8-0 Pt 0.000 2803 2749 26-5 26-7% 26.109 26.010 8-0 Pe Pv -0.098 © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3.9.0 9/10/2021 2:44:33PM Page 23 IHydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Reoort Descriotion: Ordinary GrouD 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.6350 1.39 0.08 120 0.000011 8-0 Pf 0.000 2749 2711 26-772 26-101/2 26.010 25.912 8-0 Pe Pv -0.098 BL 2.6350 1.39 0.08 120 0.000011 7-8 Pt 0.000 2711 2660 26-1072 23-8 25.912 27.297 fl(14-10), PO(16-51,4) 31-372 38-111/2 Pe Pv 1.384 Route 34 ..... RN 2.6350 0.81 0.05 120 0.000004 8-11% Pt 0.000 2851 2800 23-8 28-5 27.297 25.246 P0(16-51/.) ff(14.10) 31-3% 40-3 Pe Pv -2.051 BL 2.6350 0.81 0.05 120 0.000004 8-0 Pt 0.000 2800 2747 28-5 28-7 25.246 25.157 8-0 Pe Pv -0.089 - Route 35 ..... BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 3026 2987 25-4 25-31/2 2.61 26.569 26.584 Flow (q) from Route 37 8-0 Pe Pv 0.015 BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 2987 2945 25-31/2 25-21/2 26.584 26.623 8-0 Pe Pv 0.039 BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 2945 2904 25-21/2 25-1% 26.623 26.668 8-0 Pe Pv 0.045 BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 2904 2809 25-1% 25-0 26.668 26.710 8-0 Pe Pv 0.041 BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 2809 2755 25-0 25-0% 26.710 26.696 8-0 Pe Pv -0.014 BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 2755 2717 25-0% 25-1 26.696 26.683 8-0 Pe Pv -0.014 BL 2.6350 2.61 0.15 120 0.000034 5-9 Pt 0.001 2717 2673 25-1 23-8 26.683 27.297 tT(14-10), P0(16-5%) 31-3% 37-1 Pe Pv 0.613 =. ..... Route 36 ..... CM 6.3570 1.18 0.01 120 0.000000 12-0 Pt 0.000 2668 2669 23-8 23-8 1.09 27.297 27.297 Flow (q) from Route 12 12-0 Pe Pv - Route 37 ..... DY 2.6350 2.61 0.15 120 0.000034 0-0 Pt 0.001 3096 3097 23-8 24-21/2 27.292 27.065 P0(16-51/2) 16-5% 16-5% Pe Pv -0.228 RN 2.6350 2.61 0.15 120 0.000034 4-10 Pt 0.001 3097 3054 24-21/2 25-41/2 27.065 26.554 fT(14-10) 14-10 19-8 Pe Pv -0.512 BL 2.6350 2.61 0.15 120 0.000034 8-0 Pt 0.000 3054 3026 25-41/2 25-4 26.554 26.569 8-0 Pe Pv 0.015 Route 38 ..... DY 2.6350 2.96 0.17 120 0.000043 0-0 Pt 0.001 3103 3104 23-8 24-21/2 27.291 27.064 P0(16-5%) 16-5% 16-51/2 Pe Pv -0.228 RN 2.6350 2.96 0.17 120 0.000043 4-6 Pt 0.001 3104 3056 24-21/2 25-0% 27.064 26.703 ff(14..10) 14-10 19-4 Pe Pv -0.362 BL 2.6350 2.96 0.17 120 0.000043 8-0 Pt 0.000 3056 3029 25-0% 25-0 26.703 26.715 8-0 Pe Pv 0.012 - Route 39 ..... DY 2.6350 2.77 0.16 120 0.000038 0-0 Pt 0.001 3100 3101 23-8 24-21/2 27.292 27.065 P0(16-5%) 16-5% 16-51/2 Pe Pv -0.228 =. ..... Route 4O ..... BL 2.1570 0.51 0.05 120 0.000004 4-7% Pt 0.000 2395 2310 27-91/2 27-10 0.51 25.509 25.498 Flow (q) from Route 44 ff(1051/2) 10-51/2 1511/z Pe Pv -0.010 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.9.0 9/10/2021 2:44:33PM Page 24 1111 Hydrau1ic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 0.51 0.05 120 0.000005 4-2 Pt 0.000 2310 2309 27-10 23-8 25.498 27.298 P0(10-0) 10-0 14-2 Pe Pv 1.800 Route 41 ..... BL 2.1570 0.41 0.04 120 0.000003 4-8 Pf 0.000 2386 2292 2541/2 25'-31/2 0.41 26.558 26.586 Flow (q) from Route 58 fT(10-5V2) 1051,4 1511/2 Pe Pv 0.028 RN 2.0670 0.41 0.04 120 0.000004 17h/z Pf 0.000 2292 2291 26-31/2 23-8 26.586 27.298 P0(10-0) 10-0 11-7% Pe Pv 0.712 CM 6.3570 0.41 0.00 120 0.000000 12-0 Pt 0.000 2291 2293 23-8 23-8 27.298 27.298 12-0 Pe Pv CM 6.3570 0.81 0.01 120 0.000000 12-0 Pt 0.000 2293 2295 23-8 23-8 0.40 27.298 27.298 Flow (q) from Route 42 12-0 Pe Pv CM 6.3570 1.21 0.01 120 0.000000 12-0 Pf 0.000 2295 2297 23-8 23-8 0.40 27.298 27.298 Flow (q) from Route 43 12-0 Pe Pv CM 6.3570 1.61 0.02 120 0.000000 11101,4 Pt 0.000 2297 2299 23-8 23-8 0.40 27.298 27.298 Flow (q) from Route 49 11101/z Pe Pv CM 6.3570 2.02 0.02 120 0.000000 12-0 Pt 0.000 2299 2301 23-8 23-8 0.41 27.298 27.298 Flow (q) from Route 48 12-0 Pe Pv CM 6.3570 2.44 0.02 120 0.000000 12-0 Pt 0.000 2301 2303 23-8 23-8 0.42 27.298 27.298 Flow (q) from Route 47 12-0 Pe Pv Route 42 ..... BL 2.1570 0.40 0.03 120 0.000003 4-8 Pt 0.000 2387 2294 25-71/2 25-61/2 0.40 26.449 26.477 Flow (q) from Route 57 ff(1O..51/2) 10-5% 15-1% Pe Pv 0.028 RN 2.0670 0.40 0.04 120 0.000003 1-101/2 Pt 0.000 2294 2293 25-6% 23-8 26.477 27.298 P0(10-0) 10-0 11101/z Pe Pv 0.822 Route 43 ..... BL 2.1570 0.40 0.03 120 0.000003 4-8 Pt 0.000 2388 2296 25-101/2 25-10 0.40 26.339 26.367 Flow (q) from Route 56 fT(10-5Y2) 1051/2 1511/2 Pe Pv 0.028 RN 2.0670 0.40 0.04 120 0.000003 2-2 Pt 0.000 2296 2295 25-10 23-8 26.367 27.298 P0(10-0) 10-0 12-2 Pe Pv 0.931 Route 44 ..... RN 2.0670 0.51 0.05 120 0.000005 2-8 Pt 0.000 3137 3138 23-8 264 27.297 26.139 P0(10-0) fr(8-6) 18-6 21-2 Pe Pv -1.158 BL 2.1570 0.51 0.05 120 0.000004 4-8 Pt 0.000 3138 3043 26-4 26-5 26.139 26.107 4-8 Pe Pv -0.032 BL 2.0670 0.51 0.05 120 0.000005 86-91/2 Pt 0.000 3043 2395 26-5 27-91/2 26.107 25.509 86-9% Pe Pv -0.599 Route 45 ..... RN 2.0670 0.49 0.05 120 0.000005 2-8 Pt 0.000 3135 3136 23-8 264 27.298 26.139 P0(10-U) fT(8-6) 18-6 21-2 Pe Pv -1.158 BL 2.1570 0.49 0.04 120 0.000004 4-8 Pf 0.000 3136 3042 26-4 26'-5 26.139 26.107 4-8 Pe Pv -0.032 BL 2.0670 0.49 0.05 120 0.000005 86-91/2 Pt 0.000 3042 2394 26-5 27-7 26.107 25.599 8691/2 Pe PV -0.509 BL 2.1570 0.49 0.04 120 0.000004 4-7% Pt 0.000 2394 2308 27-7 27-7% 25.599 25.588 fl(10'-5%) 10-5% 15-1% Pe Pv -0.010 RN 2.0670 0.49 0.05 120 0.000005 3-111/2 Pt 0.000 2308 2307 27-71/2 23-8 25.588 27.298 P0(10-U) 10-0 13-111/2 Pe Pv 1.710 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:33PM Page 25 ~jjjjHydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Recort Descriotion: Ordinary GrouD 11 (10 S-E EQUIP. AREA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary - Route 46 ..... BL 2.1570 0.46 0.04 120 0.000004 4-71/2 Pt 0.000 2393 2306 27-4 27-4 0.46 25.711 25.700 Flow (q) from Route 50 ff(10'..5%) 10-5% 1511,4 Pe Pv -0.010 RN 2.0670 0.46 0.04 120 0.000004 3-8 Pf 0.000 2306 2305 27-4 23-8 25.700 27.298 P0(10-a) 10-0 13-8 Pe Pv 1.598 Route 47 ..... BL 2.1570 0.42 0.04 120 0.000003 4-71/2 Pf 0.000 2391 2302 26-91/2 26-10 0.42 25.935 25.932 Flow (q) from Route 52 ff(10..51/2) 1051/2 15-1% Pc Pv -0.003 RN 2.0670 0.42 0.04 120 0.000004 3-2 Pt 0.000 2302 2301 26-10 23-8 25.932 27.298 P0(10-0) 10-0 1 13-2 Pe Pv 1.366 Route 48 ..... BL 2.1570 0.41 0.04 120 0.000003 4-71/2 Pf 0.000 2390 2300 26-61/2 26-7 0.41 26.044 26.040 Flow (q) from Route 55 fT(10-5%) 10-5% 15-1% Pc Pv -0.003 RN 2.0670 0.41 0.04 120 0.000004 2-11 Pf 0.000 2300 2299 26-7 23-8 26.040 27.298 P0(10-0) 10-0 12-11 Pc Pv 1.258 =. ..... Route 49 ..... BL 2.1570 0.40 0.04 120 0.000003 4-71/2 Pf 0.000 2389 2298 26-21/2 26-21/2 0.40 26.193 26.189 Flow (q) from Route 54 ff(1O51/) 10-5% 15-1% Pc Pv -0.003 RN 2.0670 0.40 0.04 120 0.000003 2-6% Pt 0.000 2298 2297 26-21/2 23-8 26.189 27.298 P0(10-0) 10-0 12-6% Pc Pv 1.109 Route 50 ..... BL 2.1570 0.46 0.04 120 0.000004 4-8 Pf 0.000 3134 3041 26-4 26-5 0.46 26.139 26.107 Flow (q) from Route 51 4-8 Pc Pv -0.032 BL 2.0670 0.46 0.04 120 0.000004 8691/z Pt 0.000 3041 2393 26-5 27-4 26.107 25.711 86-9% Pc Pv -0.397 Route 51 ..... RN 2.0670 0.46 0.04 120 0.000004 2-8 Pt 0.000 3133 3134 23-8 26-4 27.298 26.139 P0(10-0) fT(8-6) 18-6 21-2 Pc Pv -1.158 =. ..... Route 52 ..... BL 2.1570 0.42 0.04 120 0.000003 4-8 Pt 0.000 3130 3039 27-0% 27-1 0.42 25.832 25.813 Flow (q) from Route 53 4-8 Pc Pv -0.020 BL 2.0670 0.42 0.04 120 0.000004 86-9% Pt 0.000 3039 2391 27-1 26-9% 25.813 25.935 86-9% Pc Pv 0.123 - Route 53 ..... CM 4.2600 2.44 0.05 120 0.000003 12-0 Pt 0.000 3131 3129 23-8 23-8 0.44 27.298 27.298 Flow (q)from Route 10 12-0 Pc Pv RN 2.0670 0.42 0.04 120 0.000004 3-41/2 Pt 0.000 3129 3130 23-8 27-0% 27.298 25.832 P0(10-0) fT(8-6) 18-6 21-10% Pc Pv -1.466 - Route 54 ..... CM 4.2600 2.02 0.05 120 0.000002 12-0 Pt 0.000 3129 3127 23-8 23-8 0.42 27.298 27.298 Flow (q) from Route 53 12-0 Pc Pv CM 4.2600 1.61 0.04 120 0.000001 11-101/2 Pt 0.000 3127 3125 23-8 23-8 27.298 27.298 11-10112. Pc Pv RN 2.0670 0.40 0.04 120 0.000003 3-71/2 Pt 0.000 3125 3126 23-8 27-3% 27.298 25.730 P0(10-0) ff(86) 18-6 2211/2 Pc Pv -1.568 BL 2.1570 0.40 0.04 120 0.000003 4-71/2 Pf 0.000 3126 3037 27-3% 27-3% 25.730 25.723 4-7% Pc Pv -0.007 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:33PM Page 26 ~11111-lydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 20670 0.40 0.04 120 0.000003 86-9% Pf 0.000 3037 2389 27-31/2 26-2% 25.723 26.193 86-9% Pe Pv 0.469 - Route 55 ..... RN 2.0670 0.41 0.04 120 0.000004 3-71/2 Pt 0.000 3127 3128 23-8 27-3% 27.298 25.729 P0(10-0) ff(8'6) 18-6 2211/2 Pe Pv -1.568 BL 2.1570 0.41 0.04 120 0.000003 4-71/2 Pt 0.000 3128 3038 27-3% 27-31/2 25.729 25.722 4-7% Pe Pv -0.007 BL 2.0670 0.41 0.04 120 0.000004 86-91/2 Pf 0.000 3038 2390 27-3% 26-61/2 25.722 26.044 8691/2 Pe Pv 0.321 =. ..... Route 56 ..... CM 4.2600 1.21 0.03 120 0.000001 12-0 Pf 0.000 3125 3123 23-8 23-8 0.40 27.298 27.298 Flow (q) from Route 54 12-0 Pc Pv RN 2.0670 0.40 0.04 120 0.000003 3-41/2 Pt 0.000 3123 3124 23-8 27-0% 27.298 25.836 P0(10-0) fT(8-6) 18-6 21-10% Pe Pv -1.462 BL 2.1570 0.40 0.03 120 0.000003 4-8 Pt 0.000 3124 3036 27-0% 27-1 25.836 25.815 4-8 Pe Pv -0.021 BL 2.0670 0.40 0.04 120 0.000003 86-91/2 Pt 0.000 3036 2388 27-1 25-101/2 25.815 26.339 86-9% Pc Pv 0.524 Route 57 ..... RN 2.0670 0.40 0.04 120 0.000003 3-0 Pt 0.000 3121 3122 23-8 26-8 27.298 25.991 P0(10-0) ff(8.6) 18-6 21-6 Pe Pv -1.306 BL 2.1570 0.40 0.03 120 0.000003 4-8 Pt 0.000 3122 3035 26-8 26-9 25.991 25.960 4-8 Pc Pv -0.032 BL 2.0670 0.40 0.04 120 0.000003 86-91/2 Pt 0.000 3035 2387 26-9 25-71/2 25.960 26.449 86-9% Pc Pv 0.489 =. ..... Route 58 ..... RN 2.0670 0.41 0.04 120 0.000004 2-8 Pt 0.000 3119 3120 23-8 26-4 0.41 27.298 26.147 Flow (q) from Route 59 fT(8-6) 8-6 1t-2 Pc Pv -1.151 BL 2.1570 0.41 0.04 120 0.000003 4-8 Pt 0.000 3120 3034 26-4 26-41/2 26.147 26.115 4-8 Pc Pv -0.032 BL 2.0670 0.41 0.04 120 0.000004 86-9% Pt 0.000 3034 2386 26-41/2 25-41/2 26.115 26.558 86-9% Pc Pv 0.443 Route 59 ..... CM 4.2600 0.81 0.02 120 0.000000 12-0 Pt 0.000 3123 3121 23-8 23-8 0.40 27.298 27.298 Flow (q) from Route 56 12-0 Pc Pv CM 4.2600 0.41 0.01 120 0.000000 12-0 Pt 0.000 3121 3119 23-8 23-8 0.40 27.298 27.298 Flow (q) from Route 57 P0(26-4) 26-4 384 Pc Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 - - Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3.9.0 9/10/2021 2:44:33PM Page 27 1111Hydraulic Analysis Job Number: 21-2135-03 - S-E EQUIP. AREA eport uescription: Ordinary (iroup Ii 1U S-L E0U1F°. AREA) Pipe Type Diameter Flow Velocity HWC Friction Loss j Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq. Length Summary Upstream I Total Length I Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11h/4 Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe I 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. AutoSPRlNK20l8vl4.3.9.0 9/10/2021 2:44:33PM Page 28 RINIFIow Diagram (Current View) Job Number: 21-2135-03 - S-E EQUIP. AREA LJFiII1 Report Description: Ordinary Group 11 (10 S-E EQUIP. AREA '- __ = 4 k4l Up :1 r. LL Dn DnI 1 (, © M.E.P.CAD, Inc. Øj AutoSPRINK 2018 04.3.9.0 9/10/2021 2:44:39PM Page 29 Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6) 111I.Hydraulic Overview Job Job Number Design Engineer 21-2135-03 Karen Strother Job Name: QUIDEL RUTHERFORD Phone (619) 672-4437 FAX (858)513-1322 Address I 2285 RUTHERFORD RD. State Ce,niSoariomUoensa Number #588039 Addreeo2 CARLSBAD, CA 92008 AHJ CITY OF CARLSBAD,CA Address 3 Job SitelBuding EXIST. WAREHOUSE System Density Area of Application 0.100gpm/ft2 1500.00ft2 (Actual 1638.29ft2) Moot Demanding Sprinkler Data Moos Streams 5.6 K-Factor 22.50 at 16.143 100.00 Coveonge Per Sp,trklet Numbs, Of Sp,inEero Calculated 225.00ft2 12 System Pressure Dsmaio Syote,n Flow Scott 46.635 273.13 Total Demand 373.13 @46.635 Plenum Result +45.964(49.6%) Supplies Check Point Gauges NQda Name Flow(porn) Hose FIow(aom Static(psi) Residual(psi) Identifier Pressure(psi) K-FactoriKl Flow(aDm) 911 Water Supply 3750.00 100.00 92.700 85.500 Gauge 10 0.000 0 0.00 Gauge 11 34.038 46.82 273.13 Gauge 9 34.181 46.72 273.13 Quidel Rutherford_Existing Overhead Updated.cad Water Supply at Node 911 (3750.00, 100.00, 92.700, 85.500) 100 Ell I Static Pressure 92.700 90- 3750.00@85.500 70 EE :0 0V73.13twith 5— U) e streams System demand curve :1111111= 511 LUlL 11111! .LLWJJ. .LJJJJ.LL .WJJJ.0 '11111111 _____ 6750 0925030003750 5250 6000 7500 Water flow, gpm I I I I I H I I I I I I H I I I I I I C 17 blI SSS.l c — Ia. liii IIaIJ Rp.nctrt Dprscrintion: Liaht Hazard (6) Job Job Number 21-2135-03 DeOrfl Engitreor Karen Strother Job Name: QUIDEL RUTHERFORD State CertiyeatienRjeanse Number #588039 Address I 2285 RUTHERFORD RD. elIJ CITY OF CARLSBAD,CA Address 2 CARLSBAD, CA 92008 Job SiteuBuOdiog EXIST. WAREHOUSE dddrogN 3 Draxefng Name Quidel Rutherford—Existing Overhead_Updated.cad System Remote Area(s) Meet Demanding Sprinkler Data 5.6 K-Factor 22.50 at 16.143 Occupancy Light Hazard Job Suffix BREAKROOM 239 Hess riuloweneoAt Source 100.00 Density 0.100gpm/ft2 Area of Application 1500.00ft2 (Actual 1638.29ft2) Additional Hens guppitsO Node Flow(aom) Number OtgpdnkloroCalculated 12 Coeomge Per Sprinkler 225.00ft2 AuxtoPoak 055elte: Pressure For Remote Pew(a) Adjacent To Most Remote Sega Total Hose Streams 100.00 S1ntaer Pew Demand 273.13 Tend Water Required (Including Hoes riltoo.enoe) 373.13 Maximum Pressure Unbalanse In Loeps 0.000 Maoknum VatoaltyAboes Ground 8.57 between nodes 627 and 6112 Meolnium Velocity Under Ground 3.43 between nodes 1 and 2 Volume capacity of Wet Ppleo 24593.12gal Volume capacity of Dry Pipoo - Supplies - Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) -911 Water Supply 10000 92.700 85.500 3750.00 92.599 I 373.13 46.635 45.964 Contractor Contra cte,Number 21-2135-03 Contact Name KAREN STROTHER COotettlde LEAD DESIGN/PM Name of CortreotOr: WESTERN FIRE PROTECTION Phone (858) 513-4949 Extension 1303 Address I 13630 DANIELSON ST. FAX (858) 513-1322 A.ddreee 2 POWAY, CA 92064 E-mail kstrother@westernfireprotection.com Mdrseo 3 Wob.Sdo https://westernfireprotection.com/ (,,©M.E.P.CAD, Inc. AutoSPRlNK201804.3.9.0 8/16/2021 9:14:27AM Page I Hydrauhc_Graph Job Number: 21-2135-03 - BREAKROOM 239 U Report Description: Light Hazard (6 Water Supply at Node 911 i 100-: - ___________ ________ _________ ___________ ____________ U -Static Pressure 92.700 90 - 50.0085.500 I 80—-- 1 70 I I 0 in 273.13@46.635 373.13 with hose streams I a- S stem demand curve 20—---- 1 I 10—--- I IIIIIII 111111111 111111111 111111111 111111111 0— 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph • Water Supply at Node 911 Static: P- 92.700 U Residual: Pressure 85.500 @ 3750.00 Ausilable Pressure at Terre of Test 92.599 @ 373.13 sreteetisrraed I 46.635 @273.13 Stolen Derrierd ltrchrdug Hose ftJiceancaat Source) 46.635 @373.13 I Gauge 11 t oo- -Static Pressure 92.700 9o--- 3750.00 85.500 80 60T CL in 40---- 273.13@34.038 373.13 with hose streams 30- --20— e 'Stendemandcurve_ -----10— 01 BRIM I II 1jJJUhhhuhhhn1Hhhhh1M 111111111 111111111 111111111 111111111 III III II 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow gpm Hydraulic Greph Gauge 11 Stohv Pressure N/A Residual: Pressure N/A Available Pressure at Terre Sliest N/A System Dernard 34.038 @273.13 System Demand (Ined]dirg Hoee yJtowaroe at Source) 34.038 @ N/A [,©M.E.P.CA0, Inc. AutoSPRlNK2018v14.3.9.0 8/16/2021 9:14:29AM Page 4 I I I I P1 I -1 I- 11 I jjjjdI:1 NY I I Pesnrcrt arnfkon I iyshf I-Ica7card 1 Hydraulic Graph Job Number: 21-2135-03 - BREAKROOM 239 UITAIII Report Description: Light Hazard (6' Gauge 10 100 Static Pressure 92.700 750.00 (CO 85.500 80 CL -50 40 to System demand curve o_- 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Gauge 10 Static: Pressure N/A Residual: Pressure N/A tavd5dbl5 PreSoure at Three atTest N/A Sostecrr D.rrard 0.000 @ 0.00 System Demand (meSSing rosepJlowenceam Source) 0.000 @ N/A OgNM I I7%II t4AUfle,Ul.1 —I n,a,+ Ft ,.nrsh,an I inhi I\ Gauge 9 too- -Static Pressure 92.700 90- 750.00 @ 85.500 80——___ 70- 60--- CL iL 273.1334.181 373.13 with hose streams 30- --20— stem demand curve -----•10— - ____ _____ ______ _______ ________ _________ __________ 0_iJ.I.i.L..I.I.1.L.I.I_I_L1IIIIIIIIIIIIIIII 111111111 IIIIIIII 111111111 IIIIII!I 11111 III 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Gauge 9 Static: Prossure N/A Residual: Pressure N/A Auslobte Pressure at Tents of Test N/A Stistety Demand 34.181 @273.13 System Demand )troicdhrg nosatelo,eenos at Dowse) 34.181 @ N/A [,©M.E.P.CAD, Inc. L111 AutoSPRINK2018v14.3.9.O 8/16/2021 9:14:29AM Page I I I I I I I I I I I I I I I I I I I Summary OfOutflowrngDevices Job Number: 21-2135-03 - BREAKROOM 239 Renort Descrintion Liciht F-1272rd 18 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) C> Sprinkler 6101 22.50 22.50 5.6 16.143 Sprinkler 6102 22.53 22.50 5.6 16.185 Sprinkler 6103 22.61 22.50 5.6 16.304 Sprinkler 6104 22.62 22.50 5.6 16.318 Sprinkler 6105 22.68 22.50 5.6 16.406 Sprinkler 6106 22.72 22.50 5.6 16.454 Sprinkler 6107 22.78 22.50 5.6 16.551 Sprinkler 6108 22.84 22.50 5.6 16.632 Sprinkler 6109 22.85 22.50 5.6 16.652 Sprinkler 6110 22.87 22.50 5.6 16.682 Sprinkler 6111 23.04 22.50 5.6 16.925 Sprinkler 6112 23.09 22.50 5.6 17.002 c Most Demanding Sprinkler Data I JoD Numoer: 1-160-UJ - /MI<UOM Re.nM DRscrintion: Liaht Hazard (6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 911 1-6 S 46.635 273.13 6101 10,-0 Spr(-16.143), fd(27'-0) 16.143 22.50 6102 10-0 Spr(-16.185), fd(27'-O) 16.185 22.53 6103 10-0 Spr(-16.304), Id(27-0) 16.304 22.61 6104 10-0 Spr(-16.318), fd(27-0) 16.318 22.62 6105 10-0 Spr(-16.406), fd(27-0) 16.406 22.68 6106 10-0 Spr(-16.454), fd(27-0) 16.454 22.72 6107 10-0 Spr(-16.551), fd(27-0) 16.551 22.78 6108 10-0 Spr(-16.632), fd(27-0) 16.632 22.84 6109 10-0 Spr(-16.652), fd(27-0) 16.652 22.85 6110 10-0 Spr(-16.682), fd(27-0) 16.682 22.87 6111 10-0 Spr(-16.925), fd(27-0) 16.925 23.04 6112 10-0 Spr(-17.002), fd(27-0) 17.002 23.09 1 4-6 2LtE(8'-l0) 48.793 2 4-6 T(67-11Y2) 48.679 3 4-6 T(67-11Y2) 48.672 4 4-6 LtE(22'-01h) 48.633 5 4-6 LtE(13'-71h) 34.260 6 4-6 LtE(19'-7Y2) 34.239 7 4-6 T(36-8), Gauge 9 34.181 8 4-6 LtE(13'-71h) 34.181 9 4-6 T(109'-21h) 48.673 10 23-8 fT(38-9) 22.404 31 1-6 LtE(20'-3%) 32.014 37 -3-6 T(36'-8) 48.670 160 23-8 P0(10-0) 21.824 162 23-8 P0(10-0) 21.844 164 23-8 P0(10-0) 21.867 166 23'-8 P0(10-0) 21.887 168 23'-8 P0(10-0) 21.905 170 23-8 P0(10-0) 21.918 172 23-8 P0(10-0) 21.926 174 23-8 PO(16-5'/2) 21.930 217 23-8 P0(10-0) 21.642 219 23-8 P0(10-0) 21.663 221 23-8 P0(10-0) 21.684 223 23-8 P0(10-0) 21.705 225 23-8 P0(10-0) .21.726 227 23'-8 P0(10-0) 21.747 229 23-8 P0(10-0) 21.766 231 23-8 P0(10-0) 21.782 298 23-8 P0(10-0) 20.994 299 23-8 P0(10-0) 21.222 - 337 23-8 P0(10-0) 20.331 339 . 23-8 P0(10-0) 20.354 341 23-8 P0(10-0) 20.441 343 23-8 P0(10-0) 20.634 349 23'-8 P0(10-0) 21.369 351 23-8 P0(10-0) 21.460 353 23-8 P0(10-0) 21.517 355 23-8 P0(10-0) 21.556 357 23-8 P0(10-0) 21.585 601 25-2 1(5-0) 19.653 602 25-2 20.314 603 1-6 fE(12'-7) 31.808 604 1-6 LtE(15'-3) 31.820 605 4-6 LtE(20'-3'/2) 34.002 606 -3-6 1(36-8), Gauge 11 34.038 607 25-2 P0(5-0) 19.608 608 25-2 fT(10'-5V2) 19.608 609 25-2 fl(8'-6) 21.273 610 25-2 21.274 , © M.E.P.CAD, Inc. 111 AutoSPRINK 2018 04.3.9.0 8/16/2021 9:14:38AM Page 8 Job Number: 21-2135-03 - BREAKROOM 239 Renc,rt Dcrntinn I inht I-h7rd (R Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 611 25-2 21.290 612 25-2 1(5-0) 19.740 613 25-2 20.355 614 25-2 T(5'-O) 19.670 615 25-2 20.322 616 25-2 P0(5-0) 19.626 617 25-2 ff(10-51/2) 19.627 618 25-2 E(2-0) 19.536 619 25-2 1(5-0) 19.895 620 25-2 20.427 621 25-2 P0(5-0) 19.701 622 25-2 ff(10-5'/z) 19.703 623 25-2 P0(5-0) 19.867 624 25-2 fT(10-5%) 19.873 625 25-2 E(2'-O) 19.554 626 25-2 E(2-0) 19.629 627 25-2 E(2'-O) 19.799 628 25-2 fT(8-6) 21.216 629 25-2 21.216 630 25-2 21.217 631 25-2 ff(8-6) 21.238 632 25-2 21.239 633 25-2 21.242 634 25-2 fT(8-6) 21.258 635 25-2 21.258 636 25-2 21.266 637 25-2 19.611 638 25-2 19.629 639 25-2 19.704 640 25-2 19.869 641 25-2 fT(8-6) 20.461 642 25-2 20.483 643 25-2 20.712 644 25-2 fT(8-6) 20.640 645 25-2 20.653 646 - - 25-2 20.787 647 25-2 fT(8'-6) 20.758 648 25-2 20.766 649 25-2 20.842 650 25-2 fT(8-6) 20.833 651 25-2 20.837 652 25-2 20.882 653 25-2 IT(8-6) 21.116 654 25-2 21.116 655 25-2 21.118 656 25-2 fT(8-6) 21.096 657 25-2 21.097 658 25-2 21.097 659 25-2 fl(8-6) 21.076 660 25-2 21.076 661 25-2 21.076 662 25-2 ff(8'-6) 21.055 663 25-2 21.055 664 25-2 21.055 665 25-2 21.034 666 25-2 fT(10'-51h) 21.034 667 25-2 21.013 668 25-2 tT(10-5%) 21.013 669 25-2 fT(10-5'/2) 20.992 670 25-2 20.992 671 25-2 fl(8-6) 20.881 672 25-2 20.883 I I Node Analysis H I I I I H I -- I I I H 1 I H t4•y,7I,7 Job Number: 1-Z1J-u - /kIS.I<OUM ZJtJ Re.nôrt Dsrintion Liaht Hazard (6 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 673 25-2 20.911 674 25-2 fT(8-6) 20.916 675 25-2 20.918 676 25-2 20.937 677 25-2 fT(8-6) 20.942 678 25-2 20.944 679 25-2 20.960 680 25-2 fT(8-6) 21.134 681 25-2 21.134 682 25-2 21.139 683 25-2 11(8-6) 21.287 684 25-2 21.289 685 25-2 21.337 686 25-2 fT(8-6) 21.285 687 25-2 21.287 688 25-2 21.313 689 25-2 21.193 690 25-2 ff(10-5Y2) 21.194 691 25-2 21.172 692 25-2 fT(10-51/2) 21.173 693 25-2 21.192 694 25-2 21.167 695 25-2 21.034 696 25-2 21.012 697 25-2 20.991 1007 23-8 P0(37-81/.) 21.481 1010 23-8 P0(12-3%) 21.481 1014 23-8 P0(12-3%) 21.482 1017 23-8 P0(12-31/2) 21.486 1021 - 23-8 P0(12-31/2) 21.494 1024 23-8 P0(12-31/2) 21.507 1028 23-8 P0(12-31/2) 21.523 1032 23-8 P0(12-3%) 21.541 1035 23-8 P0(12.3%) 21.561 1039 23-8 P0(12-3%) 21.579 1042 23-8 P0(12-31/.) 21.599 1046 23-8 P0(12-3%) 21.620 1049 23-8 P0(12-31/.) 21.641 1052 23-8 P0(12-31/2) 21.663 1056 23-8 P0(12-3%) 21.684 - 1059 23-8 P0(12-3%) 21.705 1063 23-8 P0(12-3%) 21.726 1066 238 P0(12-3%) 21.748 -- 1070 23-8 P0(12-31/.) 21.769 1073 23-8 P0(12-3%) 21.791 1077 23-8 P0(12.3%) 21.816 1080 23-8 P0(12-3%) 21.842 1084 23-8 P0(12-31/2) 21.868 1088 23-8 P0(12-3%) 21.894 1094 23-8 P0(12-3%) 21.920 1098 23-8 P0(12-3%) 21.947 1101 23-8 P0(12-3%) 21.975 1105 23-8 P0(12-31/.) 22.004 1274 23-9 P0(10.0) 22.291 1276 239 P0(10-0) 22.291 1278 23-9 P0(10-0) 22.291 1280 23-9 P0(10-0) 22.291 1282 23-9 P0(10-0) 22.291 1284 23-9 P0(10-0) 22.291 1286 23-9 P0(10-0) 22.291 1288 23'-9 P0(10-0) 22.291 1290 23-9 P0(10-0) 22.291 , © M.E.P.CAD, Inc. AUtOSPRINK 2018 04.3.9.0 8/16/2021 9:14:38AM Page 10 I I iNode Analysis Job Number: 21-2135-03 - BREAKROOM 239 RAnort fl rintinn I inht H7rcl 161 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1292 23-9 P0(10-0) 22.291 1294 23-9 P0(10-0) 22.291 1296 23-9 P0(10-0) 22.291 1298 23-9 P0(10-0) 22.291 1300 23-9 P0(10-0) 22.291 1302 23'-9 P0(10-0) 22.291 1304 23-9 P0(10-0) 22.291 1306 23'-9 P0(10-0) 22.291 1308 23-9 P0(10-0) 22.291 1310 2:3-9 P0(10-0) 22.291 1312 2:3-9 P0(10-0) 22.291 1314 23-9 P0(10-0) 22.291 1316 23-9 P0(10-0) 22.291 1318 23-9 P0(10-0) 22.291 1320 23-9 P0(10-0) 22.291 1322 23-9 P0(10-0) 22.291 1324 23-9 P0(10-0) 22.291 1326 23-9 P0(10-0) 22.291 1328 23-9 P0(10-0) 22.291 1916 23-8 PO(37-81,4) 22.327 1918 23-8 P0(37-8%) 22.327 1920 23-8 P0(37-81/.) 22.327 1922 23-8 P0(37-8%) 22.327 1924 23-8 P0(37-8%) 22.327 1926 23-8 P0(37-8%) 22.327 1928 23-8 P0(37-8%) 22.327 1930 23-8 P0(37-8%) 22.327 1932 23-8 P0(37-81/2) 22.327 1934 23-8 P0(37-81/.) 22.327 1936 23-8 P0(37-81/2) 22.327 1938 23-8 P0(37-81/2) 22.327 1940 23-8 P0(37-81/2) 22.327 - - 1942 23-8 P0(37-8%) 22.327 1944 23-8 P0(37-8%) 22.327 1946 23-8 P0(37-81/2) 22.327 1948 23-8 P0(37-81/2) 22.327 1950 23-8 P0(37-81/.) 22.327 1952 23-8 P0(37-81/2) 22.327 1954 23-8 P0(37-81/2) 22.327 1956 23-8 P0(37-81/.) 22.327 1958 23-8 P0(37-81/2) 22.327 1960 23-8 P0(37-81/2) 22.327 1962 23-8 P0(37-81/.) 22.327 1964 23-8 P0(37-81/2) 22.327 1966 23-8 P0(37-81/.) 22.327 1968 23-8 P0(37-81/2) 22.327 1970 23-8 P0(37-81/2) 22.327 2291 23-8 P0(10-0) 22.404 2293 23-8 P0(10-0) 22.404 2295 23-8 P0(10-0) 22.404 2297 23-8 P0(10-0) 22.404 2299 23-8 P0(10-0) 22.404 2301 23-8 P0(10-0) 22.404 2303 23-8 P0(10-0) 22.404 2305 23-8 P0(10-0) 22.404 2307 23-8 P0(10-0) 22.404 2309 23-8 P0(10-0) 22.404 2312 23-8 P0(10-0) 22.404 2314 23-8 P0(10-0) 22.404 2316 23-8 P0(10-0) 22.404 2318 23-8 P0(10-0) 22.404 2320 23-8 P0(10-0) 22.404 ii. -,..s. - -.---------- -I JoD NumDer: Z1-Z1i-U - <LAIJ'(L)UM Z1 nnrt flas-.rntinn I inht H7rd (R( Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2322 23-8 P0(10-0) 22.404 2324 23-8 P0(10-0) 22.404 2326 23-8 P0(10-0) 22.404 2328 23-8 P0(10-0) - 22.404 2330 23-8 P0(10-0) 22.404 2332 23'-8 P0(10-0) 22.404 2334 23-8 P0(10-U) 22.404 2336 23'-8 P0(10-0) 22.404 2338 23-8 P0(10-0) 22.404 2340 23-8 P0(10-0) 22.404 2342 23-8 P0(10-0) 22.404 2344 23-8 P0(10-0) 22.404 2346 23-8 P0(10-0) 22.404 2652 23-8 P0(37-81/.) 22.404 2653 23-8 P0(16-5%) 22.404 2655 23-8 P0(37-8%) 22.404 2657 23-8 P0(16-5%) 22.404 2659 23-8 P0(37-8%) 22.404 2660 23-8 P0(37-81/2) 22.404 2662 23-8 PO(16'-51,4) 22.404 2663 23-8 P0(37-8%) 22.404 2665 23-8 P0(37-81/2) 22.404 2666 23-8 P0(37-81/2) 22.404 2668 23-8 P0(16-5%) 22.404 2669 23-8 P0(37-8%) 22.404 2671 23-8 P0(16-5%) 22.404 2673 23-8 P0(16-5%) 22.404 2675 23-8 P0(16-5%) 22.404 2677 23-8 P0(37-8%) 22.404 2680 . 23'-8 P0(16-51/2) 22.404 2683 -, 23-8 P0(16-5%) 22.404 2689 25-91/2 P0(16-51/2) 21.481 2690 25-6 P0(16-51/2) 21.600 2697 27-3 P0(6-0) 20.857 2708 28-7 P0(6-0) 20.263 2709 28-9% P0(16-51/.) 20.176 2710 27-01/. P0(6-0) 20.938 2711 26-101/. P0(16-5%) 21.019 2712 27-11 P0(6-0) 20.558 2713 27-9 P0(16-51/2) 20.642 - 2714 27-61/2 P0(16-5%) 20.728 2715 27-3% P0(16-5%) 20.827 2716 25-31/2 P0(16-5%) 21.697 2717 25-1 P0(16-5%) 21.791 2718 .24-101/2 P0(16-5%) 21.888 2719 24-8 P0(6-0) 21.978 2720 27-5 P0(16-51/2) 20.776 2721 24-6 P0(6-0) 22.049 2722 24-7% P0(6-0) 21.983 2735 27-0 P0(6-0) 20.955 2746 28-51/2 P06'-0) 20.332 2747 28-7 P016-5%) 20.264 2748 26-10 M 16-51/2) 21.037 2749 26-7% P06'-0) 21.118 2750 27-8% P0(6-0) 20.658 2751 27-6 P0(6-0) 20.749 2752 27-31/2 P0(6-0) 20.840 2753 27-0% P0(16-5%) 20.940 2754 25-11/2 P0(6-0) 21.770 2755 25-0% P0(6-0) 21.805 2756 24-11% P0(16-5%) 21.850 2757 24-8 1 P0(6-0) 21.964 1.,©M.E.P.CAD, Inc. §ll AutoSPRINK 2018 04.3.9.0 8/16/2021 9:14:38AM Page 12 I All 1Node Analysis Job Number: 21-2135-03 - BREAKROOM 239 RAnnrf flArntion I inht H7rd IR Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2758 24-6 P0(16-5%) 22.037 2759 2721,4 P0(16-5%) 20.874 2760 25-61/. P0(16-5%) 21.597 2761 25-3 P0(6-0) 21.720 2762 24-9 P0(16-51/.) 21.931 2781 25-3 P0(6-0) 21.714 2782 24-11% P0(16-5%) 21.840 2799 28-31/. P0(16-5%) 20.400 2800 28-5 P0(16-5%) 20.353 2801 26-91/2 P0(6-0) 21.054 2802 26-7 P0(6-0) 21.135 2803 26-5 P0(16-51/2) 21.216 2804 27-5% P0(6-0) 20.759 2805 27-3 P0(16-5%) 20.856 2806 27-0 P0(6-0) 20.953 2807 26-91/2 P0(6-0) 21.054 2808 24-11% P0(16-5%) 21.844 2809 25-0 P0(6-0) 21.819 2810 25-0% P0(16-5%) 21.813 2811 24-81/2 P0(16-51/2) 21.950 2812 24-61/2 P0(16-5%) 22.025 2813 24-101/2 P0(6-0) 21.879 2814 26-111/2 P0(16-51/2) 20.972 2848 23-8 P0(16-51/2) 22.404 2851 23-8 P0(26-4) 22.404 2854 23-8 P0(16-5%) 22.404 2857 23-8 P0(26-4) 22.404 2860 23-8 P0(16-51/2) 22.404 2863 238 P0(16-5%) 22.404 2866 23-8 P0(26-4) 22.404 2869 23-8 P0(16-5%) 22.404 2900 26-10 P0(16-5%) 21.036 2901 26-8 P0(16-5%) 21.097 2902 25-3 P0(16-51/2) 21.711 2903 25-1% P0(16-5%) 21.779 2904 25-1% P0(16-51/2) 21.777 -- 2905 25-1 P0(16-51/.) 21.794 2906 24-9 P0(16-5%) 21.937 2907 24-7 0(16-5%) 22.013 2909 24-11 P0(16-51/2) 21.862 2910 - 25-1 P0(6-0) 21.787 2941 26-7% P0(6-0) 21.113 2942 26-71/2 P0(6-0) 21.125 2943 25-4 P0(16-5%) 21.682 2944 25-31/. P0(16-5%) 21.697 2945 25-21/2 P0(16-5%) 21.732 2946 25-1% P0(6-0) 21.777 2947 24-9 P0(16-5%) 21.925 2948 24-11 P0(16-5%) 21.853 2949 24-7 P0(16-5%) 22.004 2950 25-31/2 P0(16-5%) 21.698 2984 26-6% P0(16-51/2) 21.156 2985 26-71/. P0(6-0) 21.129 2986 25-51/2 P0(16-51/.) 21.628 2987 25-31/2 P0(6-0) 21.693 2988 25-2 P0(6-0) 21.762 2989 24-91/2 P0(6-0) 21.913 2990 24-111/2 P0(6-0) 21.838 2991 24-71/2 P0(16-5%) 21.989 2992 2551,4 P0(6-0) 21.619 2993 25-5 P0(6-0) 21.644 3000 24-10 P0(16-51/2) 21.901 Diem U Uea r*. U.J.J I JOD Numoer: Z1-1ib-U - RtAIJ(UUM ZJV Rnort Dscriotion Liaht H272rd (6 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3001 24-8 P0(16-5%) 21.976 3012 25'-7 P0(6-0) 21.567 3023 26-9 P0(6-0) 21.060 3024 26-10 P0(6-0) 21.033 3025 25-6 PO(16'-51,4) 21.610 3026 25-4 P0(6-0) 21.678 3027 25'-2 P0(6-0) 21.750 3028 25-7 P0(6-0) 21.578 3029 25-0 P0(6-0) 21.825 3047 24-101/2 P0(16-5%) 21.889 3048 24-8 P0(16-5%) 21.964 3049 25-91/2 P0(6-0) 21.489 3050 25-8 P0(16-5%) 21.538 3051 27-0 P0(6-0) 20.964 3052 27-0% P0(6-0) 20.937 3053 25-61/2 P0(16-51/2) 21.592 3054 254% P0(6-0) 21.664 3055 25-21/2 P0(6-0) 21.738 3056 25-0% P0(6-0) 21.813 3080 24-2% 22.176 3083 24-21/2 22.176 3087 24-21/2 22.176 3090 24-21/2 22.176 3094 24-21/2 22.176 3097 24-21/2 22.176 3101 24-2% 22.176 3104 24-21/2 22.176 3107 23'-8 P0(16-5%) 22.404 3111 24-21/2 22.176 3115 24-2% 22.176 3119 2Y-8 P0(10-0) 22.404 3121 23L8 P0(10-0) 22.404 3123 23-8 P0(10-0) 22.404 3125 23-8 P0(10-0) 22.404 3127 23-8 P0(10-0) 22.404 3129 23-8 P0(10-0) 22.404 3131 23-8 P0(10-0) 22.404 3133 23-8 P0(10-0) 22.404 3135 23-8 P0(10-0) 22.404 3137 23-8 P0(10-0) 22.404 [,©M.E.P.CAD, Inc. ffl AutoSPRINK2018v14.3.9.0 8/16/2021 9:14:38AM Page 14 I Hyd riic Analysis Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length iPressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... SP 1.0490 22.50 8.35 120 0.161813 21-4 Pf 10.085 6101 601 10-0 25-2 22.50 5.6 16.143 19.653 Sprinkler, 2E(2'-O), 2T(5'-O), fd(27'-O) 41-0 62-4 Pe Pv -6.575 BL 2.0670 44.47 4.25 120 0.020982 31-6 Pf 0.661 601 602 25-2 25-2 21.97 19.653 20.314 Flow (q)from Route 19 31-6 Pe Pv BL 2.1570 44.47 3.90 120 0.017049 13-8% Pf 0.517 602 1010 25'-2 23'-8 20.314 21.481 fE(4'-3%), P0(12-3%) 16-7% 30-4 Pe Pv 0.650 CM 6.3570 44.47 0.45 120 0.000088 12-0 Pf 0.001 1010 1014 23-8 23-8 21.481 21.482 12-0 Pe Pv CM 6.3570 88.61 0.90 120 0.000316 12-0 Pf 0.004 1014 1017 23-8 23-8 44.14 21.482 21.486 Flow (q)from Route 4 12-0 Pe Pv CM 6.3570 131.37 1.33 120 0.000655 12-0 Pf 0.008 1017 1021 23'-8 23'-8 42.76 21.486 21.494 Flow (q) from Route 3 12-0 Pe Pv CM 6.3570 170.94 1.73 120 0.001066 12-0 Pt 0.013 1021 1024 23-8 23-8 39.57 21.494 21.507 Flow (q) from Route 7 12-0 Pe Pv CM 6.3570 193.28 1.95 120 0.001337 12-0 Pt 0.016 1024 1028 23-8 23-8 22.34 21.507 21.523 Flow (q) from Route 23 12-0 Pe Pv CM 6.3570 210.03 2.12 120 0.001560 12-0 Pt 0.019 1028 1032 -23-8 23-8 16.75 - 21.523 21.541 Flow (q) from Route 24 12-0 Pe Pv CM 6.3570 222.42 2.25 120 0.001734 11,-1 Pf 0.019 1032 1035 23-8 23'-8 12.38 - 21.541 21.561 Flow (q) from Route 26 11-1 Pe Pv CM 6.3570 231.67 2.34 . 120 0.001870 10-0 pt 0.019 1035 1039 23-8 23-8 9.25 -- 21.561 21.579 Flow (q) from Route 28 10,-0 Pe Pv CM 6.3570 238.84 2.41 .120 0.001978 10,-0 Pf 0.020 1039 1042 23-8 23-8 7.17 - 21.579 21.599 Flow (q) from Route 40 10,-0 Pe Pv - CM 6.3570 244.66 2.47 120 0.002068 10,-0 Pf 0.021- 1042 1046 23'-8 23'-8 5.82 - 21.599 21.620 - Flow (q) from Route 42 10,-0 Pe Pv CM 6.3570 249.90 2.53 120 0.002151 10-0 Pf 0.022 - 1046 1049 23-8 23'-8 5.24 21.620 21.641 Flow (q) from Route 43 10-0 Pe Pv CM 6.3570 249.13 2.52 120 0.002139 10,-0 Pf 0.021 - 1049 1052 23-8 23-8 21.641 21.663 10-0 Pe Pv CM 6.3570 248.79 2.51 120 0.002134 10,-0 Pf 0.021 1052 1056 23-8 23-8 21.663 21.684 10,-0 Pe Pv CM 6.3570 248.69 2.51 120 0.002132 9-11 Pt 0.021 1056 1059 23-8 23-8 21.684 21.705 9-11 Pe Pv CM 6.3570 248.82 2.52 120 0.002134 10,-0 Pf 0.021 1059 1063 23-8 23-8 0.13 21.705 21.726 Flow (q)from Route 35 10,-0 Pe Pv CM 6.3570 249.23 2.52 120 0.002140 10-0 Pt 0.021 1063 1066 23-8 23'-8 0.40 21.726 21.748 Flow (q) from Route 34 10-0 Pe Pv CM 6.3570 250.08 2.53 120 0.002154 10,-0 Pt 0.022 1066 1070 23-8 23-8 0.85 21.748 21.769 Flow (q) from Route 32 10-0 Pe Pv CM 6.3570 251.58 2.54 120 0.002178 10-0 Pt 0.022 1070 1073 23-8 23-8 1.50 21.769 21.791 Flow (q) from Route 30 10-0 Pe Pv CM 6.3570 253.94 2.57 120 0.002216 11,-U Pt 0.024 1073 1077 23-8 23-8 2.36 21.791 21.816 Flow (q) from Route 44 11,-0 Pe Pv I j I I d I I H ii I I L I I 1 I good I IJ 4U """it Lit I1 It4ICU - Renort DescriDtion: Liaht Hazard (6) I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3570 251.67 2.54 120 0.002180 12-0 Pt 0.026 1077 1080 23-8 23-8 21.816 21.842 12-0 Pe Pv CM 6.3570 250.48 2.53 120 0.002160 12-0 Pt 0.026 1080 1084 23-8 23-8 21.842 21.868 12-0 Pe Pv CM 6.3570 251.21 2.54 120 0.002172 12-0 Pt 0.026 1084 1088 23-8 23-8 0.73 21.868 21.894 Flow (q)from Route 16 12-0 Pe Pv CM 6.3570 253.10 2.56 120 0.002202 12-0 Pt 0.026 1088 1094 23-8 23-8 1.89 21.894 21.920 Flow (q) from Route 17 12-0 Pe Pv CM 6.3570 256.13 2.59 120 0.002251 12-0 Pt 0.027 1094 1098 23-8 23-8 3.03 21.920 21.947 Flow (q) from Route 18 12-0 Pe Pv CM 6.3570 260.45 2.63 120 0.002322 12-0 Pt 0.028 1098 1101 23-8 23-8 4.32 21.947 21.975 Flow (q) from Route 2 12-0 Pe Pv CM 6.3570 266.20 2.69 120 0.002418 12-0 Pt 0.029 1101 1105 23-8 23-8 5.75 21.975 22.004 Flow (q) from Route 46 12-0 Pe Pv CM 6.3570 273.13 2.76 120 0.002536 38-8 Pt 0.194 1105 603 23-8 1-6 6.93- 22.004 31.808 Flow (q) from Route 45 3fE(12'-7) 37-8% 76-5 Pe Pv 9.610 CM 8.2490 273.13 1.64 120 0.000713 2-7% Pt 0.013 603 604 1-6 1-6 31.808 31.820 LtE(15-3) 15-3 17-11 Pe Pv 0.000 UG 8.2490 273.13 1.64 140 0.000536 5-0 Pt 0.014 604 605 1-6 4-6 31.820 34.002 LtE(20-3Y2) 20-3% 25-3% Pe Pv 2.168 UG 7.6000 273.13 1.93 140 0.000799 4-5% Pt 0.036 605 606 4-6 46 - 34.002 34.038 PlV(4'-2%), T(36-8), Gauge 11 40-101/2 454 Pe Pv 0.000 UG 7.6000 273.13 1.93 140 0.000799 179-6 Pt 0.143 606 7 -3-6 46 1 34.038 34.181 Gauge 9 179'6 Pe Pv -- UG 7.9800 273.13 1.75 150 0.000555 84'-3/ Pt 0.058 7 6 -3-6 4-6 34.181 34.239 LtE(19'-7%) 19-7% 103-11 Pe Pv - UG 7.6000 273.13 1.93 140 0.000799 13-0 Pt 0.021 6 5 -3-6 4-6 - "- - 34.239 34.260 LtE(13-7%) 13-71/2 26-71/2 Pe Pv - UG 8.3900 273.13 1.59 140 0.000494 10-0 Pt 14.373- 5 4 4-6 4-6 - - - 34.260 48.633 2E(30-6%), BFP(-14.327), LtE(2 2-0%) 83-1% 93-1% Pe Pv UG 7.6000 273.13 1.93 140 0.000799 9-8 Pt 0.037 4 37 -3-6 4-6 48.633 48.670 1(36-8) 36-8 46-4 Pe Pv UG 11.5500 231.76 0.71 140 0.000077 48-6 Pt 0.009 37 2 4-6 - 4-6 - - 48.670 48.679 1(67-11%) 67-11% 116-5 Pe Pv UG 5.7000 273.13 3.43 140 0.003243 17-41/2 Pt 0.114 2 1 4-6 4-6 41.37 48.679 48.793 Flow (q) from Route 13 2LtE(8-10) 17-8% 35-1 Pe Pv FR 6.2800 273.13 2.83 140 0.002023 5-0 Pt 0.010 1 911 4-6 1'6 48.793 46.635 Water Supply 60 Pc Pv -2.168 100.00 Hose Allowance At Source 911 373.13 Route ..... SP 1.0490 22.53 8.36 120 0.162200 6102 10-0 25-2 22.53 5.6 16.185 19.608 41-0 607 Sprinkler, 2E(2-0), T(5'-O), P0(5-0),fd(27'61-7% -0) 20-7%F Pe-6.575 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 8/16/2021 9:14:41AM Page 16 I I I I I I I I Li I I I I I I I I I Hydraulic Analysis Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 0.56 0.05 120 0.000005 3'111/z Pf 0.000 607 608 26-2 25-2 19.608 19.608 ff(10'5i/4 10-5% 14-5 Pe Pv RN 2.0670 23.28 2.23 120 0.006335 1-6 Pf 0.073 608 337 25-2 23'-8 22.72 19.608 20.331 Flow (q) from Route 6 P0(10-0) 10,-0 11-6 Pe Pv 0.650 CM 2.6350 23.28 1.37 120 0.001942 12-0 Pf 0.023 337 339 23-8 23'-8 20.331 20.354 12-0 Pe Pv CM 2.6350 47.31 2.78 120 0.007213 12-0 Pf 0.087 339 341 23-8 23'-8 24.03 20.354 20.441 Flow (q) from Route 5 12-0 Pe Pv CM 2.6350 73.03 4.30 120 0.016106 12-0 Pf 0.193 341 343 23'-8 23-8 25.73 20.441 20.634 Flow (q) from Route 8 12-0 Pe Pv CM 2.6350 102.19 6.01 120 0.029984 12-0 Pf 0.360 343 298 23-8 23-8 29.16 20.634 20.994 Flow (q) from Route 9 12-0 Pe Pv CM 2.6350 79.85 4.70 120 0.018996 12-0 Pt 0.228 298 299 23'-8 23-8 20.994 21.222 12-0 Pc Pv CM 2.6350 63.10 3.71 120 0.012290 12-0 Pt 0.147 299 349 23'-8 23'-8 21.222 21.369 12-0 Pc Pv CM 2.6350 50.72 2.98 120 0.008204 11,-1 Pf 0.091 349 351 23-8 23'-8 21.369 21.460 11,-1 Pc Pv CM 2.6350 41.46 2.44 120 0.005651 10-0 Pt 0.057 351 353 23'-8 23'-8 21.460 21.517 10-0 Pc Pv CM 2.6350 34.30 2.02 120 0.003978 10-0 Pt 0.040 353 355 23'-8 23-8 21.517 21.556 10-0 Pc Pv - CM 2.6350 28.47 1.68 120 0.002820 10,-U Pt 0.028 355 357 23-8 23'-8 21.556 21.585 10,-0 Pc - Pv - CM 2.6350 23.23 1.37 120 0.001935 18-0 Pf 0.058 357 217 - 23-8 23-8 - - 21.585 21.642 2fE(5'-11) 11-9% 29-9% Pc Pv 0.000 CM 2.6350 24.00 1.41 120 0.002055 10,-U Pt 0.021 217 219 23'-8 23'-8 0.77 21.642 21.663 Flow (q) from Route 38 10-0 Pc Pv CM 2.6350 24.35 1.43 120 0.002110 10,-0 Pt 0.021 219 221 23'-8 23-8 0.35 21.663 21.684 Flow (q) from Route 37 10,-0 Pc Pv CM 2.6350 24.44 1.44 120 0.002126 9-11 Pt 0.021 221 223 23'-8 23'-8 0.09 21.684 21.705 Flow (q) from Route 36 9-11 Pc Pv CM 2.6350 24.31 1.43 120 0.002105 10,-0 Pt 0.021 223 225 231-8 23'-8 21.705 21.726 10,-0 Pc Pv CM 2.6350 23.91 1.41 120 0.002041 10,-0 Pt 0.020 225 227 23'-8 23-8 21.726 21.747 10,-0 Pc Pv CM 2.6350 23.06 1.36 120 0.001908 10-0 Pt 0.019 227 229 23'-8 23'-8 21.747 21.766 10,-0 Pc Pv CM 2.6350 21.55 1.27 120 0.001684 10,-0 Pt 0.017 229 231 23'-8 23'-8 21.766 21.782 10,-0 Pc Pv CM 2.6350 19.20 1.13 120 0.001360 19-0 Pt 0.042 231 160 23-8 23'-8 21.782 21.824 2fE(5-11) 11-9% 30-9% Pc Pv -0.000 CM 2.6350 21.46 1.26 120 0.001671 12-0 Pf 0.020 160 162 23-8 23-8 2.26 21.824 21.844 Flow (q) from Route 48 12-0 Pc Pv I I I I I I I I U II I I I I I 1 1 I 1rIJ%.I4tflfl..nI lttl,7 UO Reoort Descriotion: Liaht Hazard (6 I 8116/2021 9:14:41AM Page 18 1M1©M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.3.9.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.6350 22.65 1.33 120 0.001847 12-0 Pt 0.022 162 164 23-8 23-8 1.19 21.844 21.867 Flow (q) from Route 47 12-0 Pe Pv CM 2.6350 21.93 1.29 120 0.001739 12-0 Pt 0.021 164 166 23-8 23-8 21.867 21.887 12-0 Re Pv CM 2.6350 20.04 1.18 120 0.001472 12-0 Pf 0.018 166 168 23-8 23-8 21.887 21.905 12-0 Pe Pv CM 2.6350 17.01 1.00 120 0.001087 12-0 Pt 0.013 168 170 23-8 23-8 21.905 21.918 12-0 Pe Pv RN 2.0670 4.32 0.41 120 0.000281 1-6 Pt 0.006 170 609 23-8 25-2 21.918 21.273 P0(10-0) fT(8'-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 4.32 0.38 120 0.000228 4-71/2 Pt 0.001 609 610 25-2 25-2 21.273 21.274 4-7% Pe Pv BL 2.0670 4.32 0.41 120 0.000281 54-11 Pf 0.015 610 611 25-2 25-2 21.274 21.290 54-11 Pe Pv 0.000 BL 2.1570 4.32 0.38 120 0.000228 13-81/2 Pt 0.007 611 1098 25-2 23-8 21.290 21.947 fE(4-31/4, P0(12-3%) 16-71/2 304 Pe Pv 0.650 - Route 3 ..... SP 1.0490 22.61 8.39 120 0.163303 20-31/2 Pt 10.011 6103 612 10-0 26-2 22.61 5.6 16.304 19.740 Sprinkler, 2E(2'-O), 21(5-0),fd(27'-O) 41-0 6131/2 Pe Pv -6.575 BL 2.0670 42.76 4.09 120 0.019517 31-6 Pt 0.615 612 613 25-2 26-2 20.15 19.740 20.355 Flow (q) from Route 21 31-6 Pe Pv BL 2.1570 42.76 3.75 120 0.015859 13-8/z Pt 0.481 613 1017 25'-2 23'-8 20.355 21.486 fE(4'-3%), P0(12-31/.) 16-7'/z 304 Re Pv 0.650 =. ..... Route 4 ..... SP 1.0490 22.62 8.40 120 0.163437 19-9 Pt 9:927- 6104 614 10-0 25-2 22.62 5.6 16.318 19.670 Sprinkler, 2E(2'-O), 21(5-0), fd(27'-O) 41-0 60-9 Pe Pv----- -6.575 BL 2.0670 44.14 4.22 120 0.020698 31-6 Pf 0.652 614 615 25'-2 25-2 21.52 19.670 20.322 Flow (q) from Route 20 31-6 Re Pv 0.000 BL 2.1570 44.14 3.88 120 0.016819 13-8'/ Pt 0.510 615 1014 26-2 23'-8 . 20.322 21.482 tE(4'-31/z), P0(12-3%) 16-7/ 30-4 Re Pv 0.650 =. ..... Route 5 ..... SR 1.0490 22.68 8.42 120 0.164248 18-71/2 Pt 9.796 6105 616 10-0 25-2 22.68 5.6 - 16.406 19.626 Sprinkler, 2E(2'-O), T(5'-O), P0(5-0), fd(27 -0) 41-0 59-71/2 Re Pv -6.575 BL 2.1570 1.16 0.10 120 0.000020 3-11% Pt 0.000 616 617 25-2 25-2 - 19.626 19.627 tT(10'-5%) 10-5% 14-5 Pe Pv RN 2.0670 24.03 2.30 120 0.006721 1-6 Pt 0.077 617 339 25-2 23-8 22.87 19.627 20.354 Flow (q) from Route 10 P0(10-0) 10-0 11-6 Re Pv 0.650 Route ..... SP 1.0490 22.72 8.43 120 0.164691 20-71/2 Pt 9.657 6106 618 10-0 25'-2 22.72 5.6 16.454 19.536 Sprinkler, 3E(2-0), T(5'-O), fd(27'-O) 38-0 58-7% Pe Pv -6.575 BL 2.1570 22.72 1.99 120 0.004920 4-1% Pt 0.072 618 608 25-2 25-2 19.536 19.608 tT(10'-5%) 10-5% 14-7 Pe Pv -0.000 Route ..... SP 1.0490 22.78 8.46 120 0.165591 18-11 Pt 9.919 6107 619 10-0 25-2 22.78 5.6 16.551 19.895 Sprinkler, 2E(2'-O), 21(5-0), fd(27-0) 41-0 59-11 Pe Pv -6.575 I I I LI I I I I I I I I I I I I FHydraUIiC_Analysis Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.0670 39.57 3.78 120 0.016904 31-6 Pf 0.532 619 620 25'-2 26-2 16.78 19.895 20.427 Flow (q) from Route 22 31-6 Pe Pv BL 2.1570 39.57 3.47 120 0.013736 13-81/. Pt 0.416 620 1021 26-2 23-8 20.427 21.494 fE(4-3'/4, PO(12'-3'/2) 16-7'/2 30-4 Pe Pv 0.650 Route ..... SP 1.0490 22.84 8.48 120 0.166339 17-0 Pt 9.645 6108 621 101-0 25-2 22.84 5.6 16.632 19.701 Sprinkler, 2E(2'-O), T(5'-O), P0(5-U), fd(27 -0) 41-0 58-0 Pe Pv -6.575 BL 2.1570 2.69 0.24 120 0.000095 3-11% Pt 0.001 621 622 25-2 25-2 19.701 19.703 fT(10'-5%) 10-5% 14-5 Pe Pv RN 2.0670 25.73 2.46 120 0.007623 1-6 Pt 0.088 622 341 25-2 23-8 23.04 19.703 20.441 Flow (q) from Route 11 P0(10-0) 10-0 11-6 Pe Pv 0.650 Route 9 ..... SP 1.0490 22.85 8.48 120 0.166530 17-91/2 Pt 9.790 6109 623 101-0 26-2 22.85 5.6 16.652 19.867 Sprinkler, 2E(2'-O), 1(5-0), P0(5-U), fd(27' -0) 41-0 58-9% Pe Pv -6.575 BL 2.1570 6.07 0.53 120 0.000428 3-11% Pt 0.006 623 624 25'-2 26-2 19.867 19.873 fT(10'-5%) 10-5% 14-5 Pe Pv RN 2.0670 29.16 2.79 120 0.009611 1-6 Pt 0.111 624 343 25-2 23-8 23.09 - 19.873 20.634 Flow (q) from Route 12 P0(10-0) 10-0 11-6 Pe Pv 0.650 Route 10 ..... SP 1.0490 22.87 8.49 120 0.166800 18-71/2 Pt 9.447 6110 10-0 625 -- - - -25-2 - 22.87 5.6 - 16.682 19.554 Sprinkler, 3E(2'-O), T(5'-O), td(27'-O) 38-0 56-7% Pe Pv -6.575 BL 2.1570 22.87 2.01 120 0.004983 4-1% Pt 0.073 625 617 - 25-2 25-2 19.554 19.627 rr(lo'-5%) 10-5% 14-7 Pc Pv -0.000 - Routell ..... SP 1.0490 23.04 8.55 120 0.169049 16-101/2 Pt 9.279 6111 10-0 626 -- --- - - 25'2 ----- 23.04 5.6 16.925 19.629 Sprinkler, 3E(2'-O), T(5'-O), fd(27'-O) 38-0 54-10% Pe Pv -6.575 - -- - BL 2.1570 23.04 2.02 120 0.005051 4-1% Pt 0.074 626 622 25-2 - 25-2 - - 19.629 19.703 tT(10'-5%) 10-5% 14-7 Pc Pv -0.000 Route 12 ..... SP 1.0490 23.09 8.57 120 0.169756 17-21/2 Pt 9.373 6112 627 10-0 26-2 23.09 5.6 17.002 19.799 Sprinkler, 3E(2'-O), T(5'-O), fd(27'-O) 38-0 55-2% Pc Pv -6.575 BL 2.1570 23.09 2.03 120 0.005072 4-1% Pt 0.074 627 624 25-2 25'-2 19.799 19.873 fT(10'-S%) 10-5% 14-7 Pe Pv -0.000 =. ..... Route 13 ..... UG 11.5500 41.37 0.13 140 0.000003 1738-31/2 Pt 0.006 9 2 -3-6 3'6 41.37 48.673 48.679 Flow (q)from Route 14 PIV(6-9%), EE(14'-8'A), Ee2(14- 81/2), 3LtE(20'41/2), T(67'-111/2) 165-4 1903'71/2 Pc Pv Route 14 ..... UG 15.5000 41.37 0.07 140 0.000001 462-51/2 Pt 0.000 3 9 -3'-6 4-6 41.37 48.672 48.673 Flow (q) from Route 15 2EE(26'-61/2), T(109'-2%) 162-3 624-81/2 Pc Pv =. ..... Route 15 ..... UG 11.5500 41.37 0.13 140 0.000003 1 679-6% Pt 0.002 37 3 4-6 4-6 231.76 48.670 48.672 Flow (q) from Route 1 EE(14'-8'A), PIV(6'-91/2), T(67'-11 89-5% 769-0 Pc Pv -Route16 ..... RN 2.0670 0.73 0.07 120 0.000010 1-6 Pt 0.000 164 628 23-8 25-2 21.867 21.216 P0(10-0) tl(8'-6) 18-6 20-0 Pc Pv -0.650 I I I 1 1 I I --I- H I 1 1 I I I I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 0.73 0.06 120 0.000008 471/ Pt 0.000 628 629 25-2 25-2 21.216 21.216 47l/z Pe Pv BL 2.0670 0.73 0.07 120 0.000010 54-11 Pf 0.001 629 630 25-2 25-2 21.216 21.217 54-11 Pe Pv 0.000 BL 2.1570 0.73 0.06 120 0.000008 13-8% Pf 0.000 630 1084 25-2 23-8 21.217 21.868 fE(4..31/2), P0(12-3%) 1671/z 30-4 Pe Pv 0.650 =. ..... Route 17 ..... RN 2.0670 1.89 0.18 120 0.000061 1-6 Pf 0.001 166 631 23-8 25-2 21.887 21.238 P0(10-0) tT(8'-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 1.89 0.17 120 0.000049 4-71/2 Pf 0.000 631 632 25-2 25-2 21.238 21.239 4-7% Pe Pv BL 2.0670 1.89 0.18 120 0.000061 54-11 Pt 0.003 632 633 25-2 25-2 21.239 21.242 54-11 Pe Pv BL 2.1570 1.89 0.17 120 0.000049 13-81/2 Pt 0.001 633 1088 25-2 23-8 21.242 21.894 tE(4-31/2), P0(12-31/2) 16-7% 30-4 Pe Pv 0.650 Route 18 ..... RN 2.0670 3.03 0.29 120 0.000146 1-6 Pt 0.003 168 634 23-8 25-2 21.905 21.258 P0(10-0) fT(8-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 3.03 0.27 120 0.000118 4-71/2 Pf 0.001 634 635 25-2 25-2 21.258 21.258 4-7% Pe Pv BL 2.0670 3.03 0.29 120 0.000146 54-10 Pt 0.008 635 636 25-2 25-2 . 21.258 21.266 54-10 Pe Pv BL 2.1570 3.03 0.27 -120 0.000118 13-9% Pt 0.004 636 1094 25-2 23-8 21.266 21.920 fE(4'-31/2), P0(12-31/2) 16-7% 30-5 Pe Pv 0.650 Route 19 - BL 2.1570 21.97 1.93 120 0.004625 0-8 Pt 0.003 607 637 25-2 25-2 0.56 19.608 19.611 Flow (q) from Route 2 0-8 Pe - Pv 0.0-00-- BL 2.0670 21.97 2.10 120 0.005692 7-5 Pt 0.042 637 601 25-2 25-2 - 19.611 19.653 7-5 Pe Pv fib Route 2O ..... BL 2.1570 21.52 1.89 120 0.004453 0-8 Pt 0.003 616 638 25-2 25-2 1.16 19.626 19.629 Flow (q) from Route 5 0-8 Pe Pv -. BL 2.0670 21.52 2.06 120 0.005480 7-5 Pt 0.041 638 614 25-2 25-2 19.629 19.670 7-5 Pe Pv Route 21 ..... BL 2.1570 20.15 1.77 120 0.003942 0-8 Pt 0.003 621 639 25-2 25-2 2.69 19.701 19.704 Flow (q) from Route 8 0-8 Pe Pv 0.000 BL 2.0670 20.15 1.93 120 0.004852 7-5 Pf 0.036 639 612 25-2 25-2 19.704 19.740 7-5 Pe Pv =. ..... Route 22 ..... BL 2.1570 16.78 1.47 120 0.002811 0-8 Pt 0.002 623 640 25-2 25-2 6.07 19.867 19.869 Flow (q) from Route 9 0-8 Pe Pv BL 2.0670 16.78 1.60 120 0.003459 7-5 Pt 0.026 640 619 25-2 25-2 19.869 19.895 7-5 Pe Pv 0.000 Route 23 ..... RN 2.0670 22.34 2.14 120 0.005873 1-6 Pt 0.117 298 641 23-8 25-2 20.994 20.461 P0(10-0) fl(8-6) 18-6 20-0 Pe Pv -0.650 , © M.E.P.CAO, Inc. JAutoSPRlNK 2018 04.3.9.0 8/16/2021 9:14:41AM Page 20 I I I I I I I I I 17 '.41 C4A I U'.tU •1417Olej I Reoort Descriotion: Liaht Hazard (6 I Hydraulic Analysis 1 Li Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 21570 22.34 1.96 120 0.004772 4-7% Pt 0.022 641 642 25-2 25-2 20.461 20.483 4-7% Pe Pv BL 2.0670 22.34 2.14 120 0.005873 38-11 Pt 0.228 642 643 25-2 25-2 20.483 20.712 38-11 Pe Pv BL 2.1570 22.34 1.96 120 0.004772 1381/z Pt 0.145 643 1024 25-2 23-8 20.712 21.507 fE(4-3%), P0(12-372) 16-71/2 30-4 Pe Pv 0.650 =. ..... Route 24 ..... BL 2.1570 16.75 1.47 120 0.002800 4-7% Pt 0.013 644 645 25-2 25-2 16.75 20.640 20.653 Flow (q) from Route 25 4-7% Pe Pv -0.000 BL 2.0670 16.75 1.60 120 0.003446 38-11 Pt 0.134 645 646 25-2 25-2 20.653 20.787 38-11 Pc Pv 0.000 BL 2.1570 16.75 1.47 120 0.002800 13-81/2 Pt 0.085 646 1028 25-2 23-8 20.787 21.523 fE(4-3%), P0(12-3%) 16-7% 30-4 Pc Pv 0.650 Route 25 ..... RN 2.0670 16.75 1.60 120 0.003446 1-6 Pt 0.069 299 644 23-8 25-2 21.222 20.640 P0(10-0) fl(8-6) 18-6 20-0 Pc Pv -0.650 =. ..... Route 26 ..... BL 2.1570 12.38 1.09 120 0.001602 4-71/2 Pt 0.007 647 648 25-2 25-2 12.38 - - 20.758 20.766 Flow (q) from Route 27 4-77. Pc Pv BL 2.0670 12.38 1.18 120 0.001971 38-11 Pt 0.077 648 649 25-2 25-2 20.766 20.842 38-11 Pc Pv 0.000 BL 2.1570 12.38 1.09 120 0.001602 13-8% Pt 0.049 649 1032 25-2 23-8 - - 20.842 21.541 fE(4-3%), P0(12-3%) 16-7% 30-4 Pc Pv 0.650 -Route 27 ..... RN 2.0670 12.38 1.18 120 0.001971 1-6 Pt 0.039 349 - 647 23-8 25-2 - 21.369 20.758 P0(10-0) ff(8-6) 18-6 20-0 Pc Pv -0.650 =... ... Route 28 ..... BL 2.1570 9.25 0.81 120 0.000934 4-71/2 Pt 0.004 650 651 25-2 25-2 9.25 . : 20.833 20.837 Flow (q) from Route 29 4-71/2 Pc Pv -0.000 BL 2.0670 9.25 0.88 120 0.001150 38-11 Pt 0.045 651 652 25-2 25-2 - -. 20.837 20.882 38-11 Pc Pv 0.000 BL 2.1570 9.25 0.81 120 0.000934 13-81/2 Pt 0.028 652 1035 25-2 23-8 20.882 21.561 fE(4-31/2), P0(12-31/2) 16-71/2 30-4 Pc Pv 0.650 =. .... . Route 29 ..... RN 2.0670 9.25 0.88 120 0.001150 1-6 Pt 0.023 351 650 23-8 25-2 21.460 20.833 P0(10-0) fT(8-6) 18-6 20-0 Pc Pv -0.650 Route 30 ..... BL 2.1570 1.50 0.13 120 0.000032 4-71/2 Pt 0.000 653 654 25-2 25-2 1.50 21.116 21.116 Flow (q) from Route 31 4'-71/2 Pc Pv BL 2.0670 1.50 0.14 120 0.000040 46-11 Pt 0.002 654 655 25-2 25-2 21.116 21.118 46-11 Pc Pv 0.000 BL 2.1570 1.50 0.13 120 0.000032 13-8% Pt 0.001 655 1070 25-2 23-8 21.118 21.769 fE(4-31/2), P0(12-31/2) 16-7% 30-4 Pc Pv 0.650 =. ..... Route 31 ..... RN 2.0670 1.50 0.14 120 0.000040 [ 1-6 Pt 0.001 229 653 23-8 25-2 21.766 21.116 P0(10-0) fl(8-6) 18-6 L_20-0 Pc Pv -0.650 =. ... .. Route 32 ..... I I Li] 1 d I I I ±1 I. I I I I I I I It4IJ CtO Renort Descrintion: Liaht Hazard (6 I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 0.85 0.07 120 0.000011 4-7% Pt 0.000 656 657 25-2 25-2 0.85 21.096 21.097 Flow (q) from Route 33 4-71/2 Pe Pv BL 2.0670 0.85 0.08 120 0.000014 46-11 Pf 0.001 657 658 25-2 25-2 21.097 21.097 46-11 Pe Pv 0.000 BL 2.1570 0.85 0.07 120 0.000011 13-8% Pt 0.000 658 1066 25-2 23-8 21.097 21.748 fE(4'-31/.), P0(12-3%) 16-7% 30-4 Pe Pv 0.650 =. ..... Route 33 ..... RN 2.0670 0.85 0.08 120 0.000014 1-6 Pt 0.000 227 656 23-8 25-2 21.747 21.096 P0(10-0) ff(8-6) 18-6 20-0 Pe Pv -0.650 =. ..... Route 34 ..... RN 2.0670 0.40 0.04 120 0.000003 1-6 Pt 0.000 225 659 23-8 25-2 21.726 21.076 P0(10-0) fT(8-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 0.40 0.04 120 0.000003 4'-7'/2 Pf 0.000 659 660 25-2 25-2 21.076 21.076 4-71/2 Pe Pv 0.000 BL 2.0670 0.40 0.04 120 0.000003 46-11 Pt 0.000 660 661 25-2 25-2 21.076 21.076 46-11 Pe Pv BL 2.1570 0.40 0.04 120 0.000003 13-81/2 Pt 0.000 661 1063 25-2 23-8 21.076 21.726 fE(4'-31/2), P0(12-31/,.) 16-71/2 30-4 Pe Pv 0.650 Route 35 ..... RN 2.0670 0.13 0.01 120 0.000000 1-6 Pt 0.000 223 662 23-8 25-2 21.705 21.055 P0(10-0) fT(8'-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 0.13 0.01 120 0.000000 4-71/2 Pt 0.000 662 663 25-2 25-2 21.055 21.055 4-7% Pe Pv 0.000 BL 2.0670 0.13 0.01 120 0.000000 46-11 Pt 0.000 663 664 25-2 25-2 T 21.055 21.055 46-11 Pe Pv 0.000 BL 2.1570 0.13 0.01 120 0.000000 13-81/2 Pt 0.000 664 1059 25-2 23-8 21.055 21.705 fE(4'-31/2), P0(12-31/2) 16-71/2 30-4 Pe Pv 0.650 - =. ..... Route 36 ..... BL 2.1570 0.09 0.01 120 0.000000 4-71/2 Pt 0.000 665 666 25-2 25-2 0.09 21.034 21.034 Flow (q) from Route 53 fT(10-51/2) 10-5% 15-1% Pe Pv RN 2.0670 0.09 0.01 120 0.000000 1-6 Pt 0.000 - 666 221 25-2 23-8 21.034 21.684 P0(10-0) 10-0 11-6 Pe Pv 0.650 Route 37 ..... BL 2.1570 0.35 0.03 120 0.000002 4-71/2 Pt 0.000 667 668 25-2 25-2 0.35 -. 21.013 21.013 Flow (q) from Route 55 tT(10-51/2) 10-51/2 15-1% Pe Pv RN 2.0670 0.35 0.03 120 0.000003 1-6 Pt 0.000 668 219 25-2 23-8 21.013 21.663 P0(10-0) 10.-U 11-6 Pe Pv 0.650 =. ..... Route 38 ..... RN 2.0670 0.77 0.07 120 0.000011 1-6 Pt 0.000 669 217 25-2 23-8 0.77 20.992 21.642 Flow (q) from Route 39 P0(10-0) 10,-0 11'6 Pe Pv 0.650 Route 39 ..... BL 2.1570 0.77 0.07 120 0.000009 4-7% Pt 0.000 670 669 25-2 25-2 0.77 20.992 20.992 Flow (q) from Route 57 fl(10-51/2) 10-51/2 15-1% Pe Pv Route 40 ..... BL 2.1570 7.17 0.63 120 0.000582 4-71/2 Pt 0.003 671 672 25-2 25-2 7.17 20.881 20.883 Flow (q) from Route 41 4-7% Pe Pv BL 2.0670 7.17 0.69 120 0.000717 38-11 Pt 0.028 672 673 25-2 25-2 20.883 20.911 38-11 Pe Pv 0.000 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.9.0 8/16/2021 9:14:41AM Page 22 I I I [1 I I Iff l-lydraulic Analysis Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 7.17 0.63 120 0.000582 1381/z Pf 0.018 673 1039 25-2 23-8 20.911 21.579 fE(4'-31/2) P0(12-3%) 16-7% 30-4 Pe Pv 0.650 Route 41 ..... RN 2.0670 7.17 0.69 120 0.000717 1-6 Pt 0.014 353 671 23-8 25-2 21.517 20.881 P0(10-0) fT(8-6) 18-6 20-0 Pe Pv -0.650 =. ..... Route 42 ..... RN 2.0670 5.82 0.56 120 0.000488 1-6 Pt 0.010 355 674 23-8 25-2 21.556 20.916 P0(10-0) fT(8-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 5.82 0.51 120 0.000396 4-7% Pt 0.002 674 675 25-2 25-2 20.916 20.918 4-7% Pe Pv BL 2.0670 5.82 0.56 120 0.000488 38-11 Pt 0.019 675 676 25-2 25-2 20.918 20.937 38-11 Pc Pv 0.000 BL 2.1570 5.82 0.51 120 0.000396 1381/2 Pt 0.012 676 1042 25-2 23-8 20.937 21.599 fE(4'-31/.), P0(12-31/2) 16-71/2 30-4 Pc Pv 0.650 =. ..... Route 43 ..... RN 2.0670 5.24 0.50 120 0.000402 1-6 Pt 0.008 357 677 23-8 25'-2 21.585 20.942 P0(10-0) fT(8-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 5.24 0.46 120 0.000326 4-71/2 Pt 0.002 677 678 25-2 25-2 20.942 20.944 4-71/2 Pe Pv BL 2.0670 5.24 0.50 120 0.000402 38-11 Pt 0.016 678 679 25-2 25-2 20.944 20.960 38-11 Pc Pv 0.000 BL 2.1570 5.24 0.46 120 0.000326 13-81/2 Pt 0.010 - - 679 1046 - 25-2 23-8 - 20.960 21.620 tE(4-3%), P0(12-3%) 16-71/2 30-4 Pe Pv 0.650 =. ..... Route 44 ..... RN 2.0670 2.36 0.23 120 0.000092 1-6 Pt 0.002 231 680 - 23-8 25-2 - 21.782 21.134 P0(10-0) tT(8'-6) 18-6 20-0 Pc Pv -0.650 BL 2.1570 2.36 0.21 120 0.000074 4-7% Pt 0.000 - 680 681 25-2 25-2 21.134 21.134 4-7% Pe Pv BL 2.0670 2.36 0.23 120 0.000092 46-11 Pt 0.004 681 682 25-2 25'-2 21.134 21.139 46-11 Pc Pv 0.000 - - BL 2.1570 2.36 0.21 120 0.000074 13-81/2 Pt 0.002 682 1073 25-2 23-8 21.139 21.791 fE(4'-31/2), P0(12-3%) 16-71/2 304 Pc Pv 0.650 =. ..... Route 45 ..... CM 2.6350 6.93 0.41 120 0.000207 6-0 Pt 0.005 172 174 23-8 23-8 21.926 21.930 P0(16-5%) 16-5% 22-5% Pc Pv RN 2.0670 6.93 0.66 120 0.000674 1-6 Pt 0.007 174 683 23-8 25-2 21.930 21.287 IT(8-6) 8-6 10-0 Pc Pv -0.650 BL 2.1570 6.93 0.61 120 0.000548 4-7% Pt 0.003 683 684 25-2 25-2 21.287 21.289 4-7% Pc Pv BL 2.0670 6.93 0.66 120 0.000674 60-11 Pt 0.048 684 685 25-2 25-2 21.289 21.337 2E(5'-O) 10-0 70-11 Pc Pv 0.000 BL 2.1570 6.93 0.61 120 0.000548 13-81/2 Pt 0.017 685 1105 25-2 23-8 21.337 22.004 tE(4'-31/2), P0(12-31/2) 16-7% 30-4 Pc Pv 0.650 Route 46 ..... CM 2.6350 12.69 0.75 120 0.000632 12-0 Pt 0.008 170 172 23-8 23-8 4.32 21.918 21.926 Flow (q) from Route 2 1 12-0 Pc Pv I I 1 I 1 1 I I I I I I I I I I I I U ' 7 IUtttl U •ttlj 010 I Reoort DescriDtion: Liaht Hazard (6) 8/16/2021 9:14:41AM Page 24 ,© M.E.P.CAD, Inc. AutoSPRiNK 2018 04.3.9.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 5.75 0.55 120 0.000477 1-6 Pt 0.010 172 686 23-8 25-2 21.926 21.285 P0(10-0) fT(8-6) 18-6 20-0 Pe Pv -0.650 BL 2.1570 5.75 0.51 120 0.000388 4-7% Pt 0.002 686 687 25-2 25-2 21.285 21.287 4-71/2 Pe Pv BL 2.0670 5.75 0.55 120 0.000477 54-11 Pf 0.026 687 688 25-2 25-2 21.287 21.313 54-11 Pc Pv BL 2.1570 5.75 0.51 120 0.000388 13-81/2 Pt 0.012 688 1101 25-2 23-8 21.313 21.975 fE(4'-3%), P0(12-3%) 16-71/2 30-4 Pe Pv 0.650 =. ..... Route 47 ..... BL 2.1570 1.19 0.10 120 0.000021 4-7% Pf 0.000 689 690 25-2 25-2 1.19 21.193 21.194 Flow (q) from Route 49 fT(10-5Y2) 10-5% 15-1% Pc Pv RN 2.0670 1.19 0.11 120 0.000026 1-6 Pf 0.000 690 162 25-2 23-8 21.194 21.844 P0(10-0) 10-0 11-6 Pe Pv 0.650 =. ..... Route 48 ..... BL 2.1570 2.26 0.20 120 0.000069 4-7% Pt 0.001 691 692 25-2 25-2 2.26 21.172 21.173 Flow (q) from Route 51 ff(1051/2) 10-5% 15-1% Pe Pv RN 2.0670 2.26 0.22 120 0.000085 1-6 Pt 0.001 692 160 25-2 23-8 21.173 21.824 P0(10-0) 10-0 11-6 Pe Pv 0.650 =. ..... Route 49 ..... BL 2.0670 1.19 0.11 120 0.000026 54-11 Pt 0.001 693 689 25-2 25-2 21.192 21.193 54-11 ~Pe Pv -0.000 Route 50 ..... RN 2.1570 1.19 0.10 120 0.000021 13-81/2 Pt 0.001 1080 693 23-8 25-2 21.842 21.192 P0(12-31/2) fE(4'31/2) 16-7% 30-4 Pc Pv -0.650 -Route51 - BL 2.0670 2.26 0.22 120 0.000085 54-11 Pt 0.005 694 691 25-2 25-2 - 21.167 21.172 54-11 Pc Pv =. ..... Route 52 ..... RN 2.1570 2.26 0.20 120 0.000069 13-8% Pf 0.002 1077 694 - 23-8 25-2 21.816 21.167 P0(12-3%) tE(431/2) 16-7% 30-4 Pc Pv -0.650 - Route 53 ..... BL 2.0670 0.09 0.01 120 0.000000 46-11 Pt 0.000 695 665 25-2 25-2 21.034 21.034 46-11 Pc Pv -0.000 Route 54 ..... RN 2.1570 0.09 0.01 120 0.000000 1381/z Pt 0.000 1056 695 23-8 25-2 21.684 21.034 P0(12-3%) fE(431/2) 16-7% 30-4 Pc Pv -0.650 =. ..... Route 55 ..... BL 2.0670 0.35 0.03 120 0.000003 46-11 Pt 0.000 696 667 25-2 25-2 21.012 21.013 46-11 Pc Pv -0.000 =. ..... Route 56 ..... RN 2.1570 0.35 0.03 120 0.000002 13-8% Pt 0.000 1052 696 23-8 25-2 21.663 21.012 P0(12-3%) tE(4-31/2) 16-71/2 30-4 Pc Pv -0.650 Route 57 ..... BL 2.0670 0.77 0.07 120 0.000011 46-11 Pt 0.001 697 670 25-2 25-2 20.991 20.992 46-11 Pc Pv -0.000 =. ..... Route 58 ..... RN 2.1570 0.77 0.07 120 0.000009 13-81/2 Pf 0.000 1049 697 23-8 25-2 21.641 20.991 P0(12-31/.) fE(431/2) 16-71/2 30-4 Pe Pv -0.650 I I I I I I I I I I I I I Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground I I I 1 I I I I I I I I I I 1 1 I I 1 HydraulicAnalysis Job Number: 21-2135-03 - BREAKROOM 239 Report Description: Light Hazard (6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 - Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter j - Factor Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In 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 I Tee Flow Tum90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap I I I I I I I I -1 I I I La t. U1tIt&U LIUU I fl II.V I.V.J UJIJIlUIIIJCI. I JSIIJJWI'II_flfll Sd%.IIVI £Od ARM Report Description: Light Hazard (b — Up On Up up UF ",p ;n Up i A A A A A 1 TV 1(T (1( T(i( Up Up Up Up Up Up Up Up Up ri I I I 1A,©M.E.P.CAD, Inc. 01 AutoSPRINK 2018 043.9.0 8/16/2021 9:14:51AM Page 26 I I Western Fire Protection Inc. Quidel Rutherford 2285 Rutherford Rd. Carlsbad, CA 92008 21-2135-03 Hydraulic Calculations I I I I I I I I I 06-16-2021 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I I I I L I I I I I 'H H No. 246 (9 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Quidel Rutherford SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2285 Rutherford Road CITY: Carlsbad PHONE: ( 858 ) 513-4949 x1305 (Western Fire Protection) FAX NUMBER: Largest Building (ft.2): 128,000 Sprinkled? YES Construction Type: I-B SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. I I I I I I I Water Purveyor: City of Carlsbad --Location of test (reference map required): SouthofRutherfordRoadwestofLaPlaceCourt TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: --103_____- PSI Hydrant Number (if applicable):H61344 Elevation of test: 311 Feet Main Size: 14 INCH Pressure Zone: 550 Feet Date /Time of Test: Flow: GI Pitot Tube Read ing: _____Corresponding Total Flow: 3,750 GPM Residual Pressure 95 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi of 8,000 gpm. However, this exceeds the City's velocity criteria of 10 fps. The fire flow required by the City Fire Department based on square footage and construction type is only 3,750 gpm, the results of which are shown above, and which meets the City's minimum pressure and maximum velocity criteria. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signature:__________________________________________ 41 Title/Org: aiLL Manager Date: 03/05/2021 I I I I I H I I 03 I I I I I I I I I I CL a r, —n 0; 00 0 . S I—i CD S 121 101 lI Ic,I II LJ S S I° 1- 5 CD mo CD CD (-'I (.11 o 0. +z ç I - Hydraulic Calculations I for Project Name: QUIDEL RUTHERFORD Location: 2285 RUTHERFORD RD., CARLSBAD, CA 92008, Drawing Name: Quidel Rutherford 1st Fl, Cold Dry Room Under Mezz Design Remote Area Number: 1 U Occupancy Classification: Ordinary Group II I Density: 0.200g pm/ft2 Area of Application: 1500.00ft2 (Actual 1621.51 ft) Coverage per Sprinkler: 130.00ft2 I Type of sprinklers calculated: Pendent No. of sprinklers calculated: 14 ' In-rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 at Node: I Type: I Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 619.78 @60.753 Type of System: Wdt Grid Volume of Dry or PreAction System: N/A I Name of Contractor: WESTERN FIRE PROTECTION Address: 13630 DANIELSON ST., POWAY, CA 92064 Phone Number: (858) 5134949 I Name of designer: Karen Strother Authority Having Jurisdiction: CITY OF CARLSBAD, CA. I Notes: Automatic peaking results Left: 60.737 Right: 60.623 I I I I 1 I I I M.E.P.CAD, Inc. ~JlAutoSPRINK 2018 04.4.5.0 6/17/2021 6:41:26AM Page 1 Calculation Date: 6/17/2021 Allowance at Source 1111 Hydrau1ic Summary :1 Job Number: 21-2135-03 - Under New Mezz #1 Rtennrt floeqt.rintiPrn flrdintana (Zr,sttrs II 111 Job Job Number Design Engineer 21-2135-03 Karen Strother Job Name : QUIDEL RUTHERFORD State CertlltoatiorilLierrrse Number #588039 Address I 2285 RUTHERFORD RD. AHJ CITY OF CARLSBAD, CA. Address 2 Job siteltsulldlng CARLSBAD, CA 92008 EXIST. WAREHOUSE Add.. 3 Drooslng Name Quidel Rutherford 1st Fl_Cold_Dry Room Under Mezz System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Under New Mezz #1 Hose ASowanaa At Sourso Density Area of Application 250.00 0.200gpm/ft2 1500.00ft2 (Actual 1621.51ft2) Additional Hose Supplies Numbs, Of Sprinklers Calculated Coverage Per Sprinkler N Flow(aomt 14 130.00ft2 Autoreak Results; Pressure For Remote Ass(s) Adjacent To Most Remote Area Left: 60.737 Right: 60.623 - Total Hose Streams 250.00 System Flow Demand Total Water Requlmd (tootadyry Hess ylo,seroe) 369.78 619.78 Madmum Pressure Unbalance In Loops 0.000 Maximum Ve?eoityAbooe Ground 10.11 between nodes 1111 and 1011 Meebrsotr Velocity Order Ground 4.65 between nodes 2 and 3 Volume capacity of Wet Pipes Volume opacity of Cry Pipes 22726.01 gal Supplies Hose Flow .. Static Residual.. Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi)- (gpm) (psi) © (gpm) (psi) (psi) 1 Water Supply 250.00 92.700 85.500 3750.00 92.442 I 619.78 60.753 31.690 Contractor Confre000r Number 21-2135-03 Contact Name KAREN STROTHER Con taot Tide LEAD DESIGN/PM Name. Connector. WESTERN FIRE PROTECTION Phone (858) 513-4949 Eetensioo 1303 Address 5 13630 DANIELSON ST. FAX (858) 513-1322 Address 2 POWAY, CA 92064 E-mail kstrother@westernfireprotection.com Address 3 Web-Site https://westernfireprotection.com/ I& © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:41:06AM Page 1 111 Isummary Of Outfiowing Devices Job Number: 21-2135-03 - Under New Mezz#1 Renort Descrintion Ordinary C,rouo 11 (1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1001 26.21 26.00 5.6 21.911 Sprinkler 1002 26.02 26.00 5.6 21.593 c' Sprinkler 1003 26.00 26.00 5.6 21.556 Sprinkler 1004 26.03 26.00 5.6 21.609 Sprinkler 1005 26.25 26.00 5.6 21.967 Sprinkler 1006 26.23 26.00 5.6 21.932 Sprinkler 1007 26.04 26.00 5.6 21.615 Sprinkler 1008 26.01 26.00 5.6 21.578 Sprinkler 1009 26.05 26.00 5.6 21.631 Sprinkler 1010 26.26 26.00 5.6 21.991 Sprinkler 1011 27.24 26.00 1 5.6 1 23.653 1 Sprinkler 1012 27.12 26.00 5.6 23.457 Sprinkler 1013 27.12 26.00 5.6 23.456 Sprinkler 1014 27.21 26.00 5.6 23.607 cf? Most Demanding Sprinkler Data I &©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2021 6:41:54AM Page 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 92.700 85.500 3750.00 92.442 619.78 60.753 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2'-0 Supply 60.753 369.78 1001 9-0 Sprinkler 21.911 26.21 1002 9-0 Sprinkler 21.593 26.02 1003 91-0 Sprinkler 21.556 26.00 1004 9-0 Sprinkler 21.609 26.03 1005 9-0 Sprinkler 21.967 26.25 1006 91-0 Sprinkler 21.932 26.23 - 1007 91-0 Sprinkler 21.615 26.04 1008 9-0 Sprinkler 21.578 26.01 1009 9-0 Sprinkler 21.631 26.05 1010 9-0 Sprinkler 21.991 26.26 1011 9-0 Sprinkler 23.653 27.24 1012 9-0 Sprinkler 23.457 27.12 1013 9-0 Sprinkler 23.456 27.12 1014 91-0 Sprinkler 23.607 27.21 2 4-0 62.903 3 4-0 62.653 4 4-0 62.641 5 4-0 62.644 1&© M.E.P.CAD, Inc. 11,fiAutoSPRINK 2018 04.4.5.0 6/17/2021 6:42:12AM Pafle 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: I Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Discharge at Node Node (psi) (gpm) Notes 6 -3-0 62.645 7 4-0 62.622 8 4-0 48.431 9 4-0 48.420 10 4-0 48.390 11 4-0 48.257 47 4-0 48.437 49 4-0 62.608 51 4-0 62.642 306 13-11% 35.217 307 13111,4 35.218 308 14-71/2 37.951 309 13-111/2 35.273 310 14-7% 37.966 311 13-11% 35.481 312 14-71/2 38.018 313 13-111/2 35.866 314 14'-7% 38.121 315 13-111/2 36.178 316 14-7% 38.246 317 13-11% 36.427 318 14-71/2 38.452 319 13-111/2 36.620 V©M.E.P.CAD, Inc. 1AutoSPRINK2018v14.4.5.0 6/17/2021 6:42:12AM Paiie2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 320 14-7% 38.399 321 13-11% 36.767 322 14-7% 38.360 323 13-11% 36.874 324 14'-7% 38.330 325 13-111/2 36.950 326 14-7% 38.310 327 13-11% 36.999 328 14-7% 38.296 329 1311% 37.028 330 14-7% 38.289 331 13-111/2 37.065 332 14-7% 38.285 333 13-11% 37.081 334 14-7% 38.284 335 14-7% 38.596 336 12-2 40.553 337 12-2 40.983 338 2-0 45.929 339 2-0 45.951 340 -3-0 48.142 1101 14-7% 27.307 1102 14-7% 26.884 I&©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2021 6:42:12AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: I Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1103 14'-7% 26.835 1104 14-7% 26.905 1105 14-7% 27.382 1106 14-7% 27.344 1107 14-7% 26.923 1108 14-7 26.876 1109 14-7 26.948 1110 14-7 27.428 1111 14-7% 29.634 1112 14'-7 29.374 1113 14'-7 29.374 1114 14-7 29.575 I I .,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:42:12AM Page 4 I I I I I I I I I 1 I I I I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: I Date: 6/17/2021 Pipe Information Node I Elev I (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, when applicable, are added directly to (130) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1003 9-0 5.6 26.00 1 (See Notes) 1-6 120 21.556 ••••• Route l..... Sprinkler, E(2-0), P0(5-0), fd(28-0) 35-0 0.211435 -2.439 1103 14-7% 26.00 1.0490 36'-6 7.717 1103 14-7% 1% 10'-O 120 26.835 0.004875 1102 14-7% 11.74 1.6820 10-0 0.049 1102 14-7%26.02 1% 10-0 120 26.884 Flow (q) from Route 3 0.042316 1101 14-7% 37.77 1.6820 10-0 0.423 1101 14-7% 26.21 1% (See Notes) 84111/2 120 27.307 Flow (q) from Route 7 P0(9-lI) 91-11 0.112213 308 14-7% 63.98 1.6820 94-10% 10.644 308 14-7% 4 12'-0 120 37.951 0.001215 310 14-71/2 63.98 4.2600 12-0 0.015 310 - - 14'7 4 63.93 4 12-0 120 37.966 Flow (q) from Route 2 0.004377 312 14-7% 127.91 4.2600 12-0 0.053 312 . 14-7%• . 56.27 . 4 •• . 12-0 120 38.018 Flow (q) from Route 11 0.008593 314 1471/2 184.19 4.2600 12-0 0.103 314 14-7% 19.86 4 . 12'-O 120 38.121 Flow (q) from Route 4 0.010385 316 14-71/2 204.05 4.2600 12-0 0.125 316 14-7% 19.06 4 (See Notes) 7'-6 120 38.246 Flow (q) from Route 26 fT(21-1) 21'-1 0.012251 0.000 335 14-7% 223.10 4.2600 28'-7 0.350 335 14-7% 146.68 4 (See Notes) 2'- 5% 120 38.596 Flow (q) from Route 16 P0(26-4) 26-4 0.031198 1.059 336 12-2 369.78 4.2600 28-9% 0.898 336 12-2 6 (See Notes) 6.3570 84'-5 120 40.553 fE(12'-7), T.0.R. 0.004441 0.000 337 12-2 369.78 E6Y2 0.431 © M.E.P.CAD, Inc. P111 AutoSPRINK 2018 04.4.5.0 1 6/17/2021 6:42:31AM Page 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: I Date: 6/17/2021 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 rrj" Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) __________________ Friction(Pf) 337 12-2 6 (See Notes) 120 40.983 f(-0.000), CV(40-3), BV(12'-7), 2fE(12-7), fT(31'-5) 10941/2 0.004441 4.416 338 2-0 369.78 6.3570 119-3 0.530 338 2-0 8 (See Notes) 271/2 120 45.929 LtE(15-3) 15-3 0.001249 339 2-0 369.78 8.2490 17-11 0.022 339 2-0 8 (See Notes) 60 140 45.951 LtE(20-3%) 20-3% 0.000939 2.168 340 -3-0 369.78 8.2490 25 31/2 0.024 340 -3-0 8 (See Notes) 451, 140 48.142 PIV(4-2%), T(36'-8), Gauge 10 C(36'-8) 77-6% 0.001399 0.000 11 4-0 369.78 7.6000 82-0% 0.115 11 4-0 8 (See Notes) 95'2% 140 48.257 Gauge 9 0.001399 10 -3-0 369.78 7.6000 95- 21/2 0.133 10 ._4-0 - - 8 (See Notes) 843h/2 150 48.390 - LtE(19'-7%) 19-7% 0.000285 9 4-0 190.62 7.9800 103-11 0.030 9 _4-0 _ - 8 (See Notes) 13-0 140 48.420 - LtE(13-7%) 13-7% 0.000411 8 4-0 190.62 7.6000 0.011 8 4-0 8 (See Notes) 101 0 140 48.431 2E(30-6%), BFP(-14.168), LtE (22-01/2) 831h/2 0.000254 7 4-0 190.62 8.3900 93-1% 14.192 7 4-0 8 (See Notes) 9'8 140 62.622 T(36'-8) 36-8 0.000411 4 4-0 190.62 7.6000 46-4 0.019 4 4-0 12 (See Notes) 48'6 140 62.641 2T(67'-11'/2), C(67'-11%) 203-10 0.000046 3 4-0 175.10 11.5500 252'-31/2 0.012 3 4-0 149.03 + 45.65 6 (See Notes) 174% 140 62.653 Flow (q)from Route 15 and 28 26-6% _______ 2 -3 43-11 r 0.250 ),, © M.E.P.CAD, Inc. R11 AutoSPRINK 2018 04.4.5.0 1 6/17/2021 6:42:31 AM Page 2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 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 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2 4-0 6 (See Notes) I 5'O 140 62.903 Water Supply 0.003544 -2.168 1 2-0 369.78 6.2800 j 5-0 0.018 250.00 60.753 Hose Allowance At Source Total(Pt) Route I 1 619.78 1008 9-0 5.6 26.01 1 (See Notes) 1-6 120 21.578 Route ..... Sprinkler, E(2-0), PO(5'-O), fd(28'-O) 35-0 0.211637 -2.427 1108 14-7 26.01 1.0490 36-6 7.725 1108 14-7 iv2 101 0 120 26.876 0.004822 -0.001 1107 14-7% - 11.67 1.6820 10-0 0.048 1107 14-7% 26.04 1% 101-0 120 26.923 - - Flow (q) from Route 5 0.042200 -0.001 1106 14-71/2 - 37.71 1.6820 10-0 0.422 1106 17h/?. 26.23 . (See Notes) 84'll% 120 27.344 Flow (q) from Route 8 P0(9-il) 9-11 0.112071 -0.009 310 14-7% -: 63.93 1.6820 94101/2 10.631 37.966 Total(Pt) Route 2 1002 9-0 5.6 26.02 1 (See Notes) 1-6 J 120 21.593 Route ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 36-0 t 0.211767 -2.439 1102 14-7% 26.02 1.0490 36-6 7.730 26.884 Total(Pt) Route 3 1004 9-0 5.6 26.03 1 (See Notes) 1-6 120 21.609 Route ..... Sprinkler, E(2'O), P0(6-0), fd(28'-O) 35-0 0.211911 -2.439 1104 14'- 71/2 26.03 1.0490 36-6 7.735 1104 14-7% 14.26 1% 10,-0 120 26.905 Flow (q) from Route 31 0.047693 1105 14-71/2 40.29 1.6820 10,-U 0.477 1105 14-71/2 26.25 11/2 (See Notes) 42'9 120 27.382 Flow (q) from Route 9 T(9'-11), P0(9-Il) 19-9% 0.120648 0.289 306 13-11% 66.53 1.6820 62-6% 7.546 U ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 1 6/17/2021 6:42:31AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: I Date: 6/17/2021 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 Fitting • _______ ____________ (q) Length) U E (Foot) Pf Friction Elev(Pe) 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 (Pf) and shown as npp+y9 yaI, 306 13-11% - 0'-6 120 35.217 0.001306 307 13.111/2 66.53 4.2600 0-6 0.001 307 13'-11'/2 3 11-6 120 35.218 I 309 13-11% 66.53 3.2600 0.004808 11-6 0.055 I 309 13'-11% 66.65 3 17-0 120 35.273 • ______ ___________ _______ ___________ ________ Flow (q) from Route 6 311 13-11% 133.18 3.2600 0.017358 12-0 0.208 I 311 13-11% 52.42 3 12-0 120 35.481 Flow (q) from Route 13 313 13-11% 185.60 3.2600 0.032073 12-0 0.385 313 13-11% 1% (See 167-8% 120 35.866 -- I Notes) 29'-8% -0.289 314 14-71/2 - 19.86 1.6820 0.012888 T(9'-11), P0(9-11) 197-5 2.544 38.121 Total(Pt) Route 4 I .Route 5 ..... - 1007 9-0 5.6 26.04 1 (See 1-6 120 21,615 • _______ -- ___________ _______ ___________ ________ Notes) Sprinkler, 35-0 -2.428 14-7% 26.04 -1.049O - 0.211966 E(2'-O), P0(5'-0), fd(28-0) I 1107 36-6 - -_ - - 26.923 Total(Pt) Route 5 I 1009 9-0 5.6 26.05 1 (See 16 120 21.631 Sr, Notes) 35-0 -2.426 - 1109 14-7 26.05 1.0490 0.212117 E(2'-O), PO(5'-O), fd(28'-O) 36-6 7.742 1109 14 -7 14.34 1/2 10-0 120 26.948 Flow (q) from Route 30 0.047905 0.001 1110 14-7 40.38 1.6820 0.479 1110 14-7 26.26 11/2 (See 42-9 120 27.428 I Notes) Flow (q) from Route 10 19-9% 0.276 309 13-111/2 66.65 1.6820 0.121021 T(9'-11), P0(9-11) 62-6% 7.570 35.273 Total(Pt) Route 6 1001 9-0 5.6 26.21 1 (See 1-6 120 21911 . ..... Notes) Sprinkler, I 1101 14-7% 26.21 1.0490 35-0 0.214650 -2.439 .Route7 E(2'-o), P0(5-0), fd(28'-o) 36'-6 7.835 , © ME.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 1 6/17/2021 6:42:31AM Page 4 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 Pipe Information Elev 1 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) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 27.307 Total(Pt) Route 7 1006 9-0 5.6 26.23 1 (See 1'6 T 120 21.932 Route ..... Notes) Sprinkler, 35-0 t -2.429 1106 14-7% 26.23 1.0490 0.214840 E(2'-O), PO(5'-O), fd(28'-O) 36'-6 7.842 27.344 Total(Pt) Route 8 1005 9-0 5.6 26.25 1 (See 1-6 120 21.967 Route ..... Notes) Sprinkler, 35-0 -2.439 1105 14-7% 26.25 1.0490 0.215160 E(2-0), P0(5-0), fd(28'-O) 36-6 7.853 27.382 Total(Pt) Route 9 1010 9-0 5.6 26.26 i (See 1-6 120 21.991 Route 10 ..... Notes) Sprinkler, 35-0 -2.425 1110 14-7 26.26 1.0490 0.215380 E(2'-O), P0(5-0), fd(28'-O) 36'-6 7.862 27.428 Total(Pt) Route 10 1013 9-0 5.6 27.12 i (See 1-6 120 23.456 Route 11 ..... Sprinkler, 35-0 -2.427 Notes) - 1113 14-7 27.12 1.0490 0.228616 E(2'-O), P0(5-0), fd(28'-O) 36'-6 8.345 1113 14-7 - 1% 101-0 120 29.374 -0.001 - .1112 14 -7 -: 1.91 1.6820 0.000170 10-0 0.002 1112 14-7 27.12 11/2 10-0 120 29.374 Flow (q) from Route 12 -0.001 1111 14-7% 29.04 1.6820 0.026021 10'-O 0.260 1111 14-71/2 27.24 11/2 (See 84'11% 120 29.634 Flow (q) from Route 14 9-11 -0.010 Note s) 312 14-7% 56.27 1.6820 0.088495 P0(9-11) r97-1 -01/ 1 8.394 38.018 Total(Pt) Route 11 1012 9-0 5.6 27.12 1 (See 1'-6 120 23.457 Route 12 ..... Sprinkler, 35-0 -2.428 Notes) 1112 14-7 27.12 1.0490 0.228628 E(2'-O), PO(5'-O), fd(28'-O) 36-6 8.345 29.374 Total(Pt) Route 12 1014 9-0 5.6 27.21 1 (See 1-6 120 23.607 Route 13 ..... Sprinkler, 35-0 -2.426 Notes) 1114 14-7 27.21 1.0490 0.229974 E(2-0), P0(5-0), fd(28'-O) 36-6 8.394 © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 1 6/17/2021 6:42:31 AM Page 5 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) ___________ P1 Friction Loss Per Unit i (psi) Eiev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) _________________ Friction(Pf) 1114 14-7 25.21 1% (See Notes) 52'9 120 29.575 Flow (q) from Route 29 T(9'-11), P0(9-li) 1991/2 0.077604 0.276 311 13-11% 52.42 1.6820 7261/2 5.630 35.481 Total(Pt) Route 13 1011 9-0 5.6 27.24 1 (See Notes) I 1-6 120 23.653 Route 14 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35'-O 0.230393 -2.429 1111 1471/z 27.24 1.0490 36'-6 8.409 29.634 Total(Pt) Route 14 47 4-0 8 (See Notes) 10-0 140 48.437 Route 15..... 2E(30'-6%), BFP(-14.150), LtE (22-01/2) 8311/2 0.000226 49 4-0 179.16 8.3900 93 11,4 14.171 _49 ______ ________ 8 (See Notes) 191 8 140 62.608 1(36-8), C(36-8) 7341/ 0.000366 51 4-0 179.16 7.6000 93'-0V2 0.034 51 4-0 12 (See Notes) 13291/2 140 62.642 21(67-111/,), C(67'-11Y2) 203'-10 0.000034 -3-0 149.03 11.5500 336-71/2 0.011 62.653 Total(Pt) Route 15 333... _13':11%_ _15.3O, 1% (See Notes) 167'-8% 120 37.081 Route 16 ..... Flow (q) from Route 34 -- T(9-11), PO(9'-ll) 191-91/2 0.007955 -0.289 -. 334 14-11/2 15.30 1.6820 187'-6 1.492 334 14-7% 4 11-6 120 38.284 0.000086 332 14-7% 15.30 4.2600 11-6 0.001 332 14-7% 15.40 4 11-6 120 38.285 ______ Flow (q) from Route 17 0.000312 330 14-7% 30.70 4.2600 11'-6 0.004 330 14-7% 15.19 4 12-0 120 38.289 Flow (q) from Route 19 0.000657 328 14-7% 45.89 4.2600 12-0 0.008 328 14-7% 15.38 4 17-0 120 38.296 Flow (q) from Route 18 0.001122 326 1471/2 61.27 4.2600 12-0 0.013 I I I I LI I I I I I I 11 I Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 1 6/17/2021 6:42:31 AM Page 6 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 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 Fitting (q) Length) Equiv. (Foot) Pt Friction Elev(Pe) Loss Per Unit Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (P0 and shown as 326 14-7% 15.71 4 12-0 120 38.310 Flow (q) from Route 21 0.001711 324 14-71/2 76.98 4.2600 12-0 0.021 324 14-7% 16.20 4 12'-O 120 38.330 Flow (q) from Route 20 322 14-7% 93.18 4.2600 0.002436 12'-O 0.029 322 14-71/2 16.87 4 12-0 120 38.360 Flow (q) from Route 24 320 14-7% 110.06 4.2600 0.003314 12-0 0.040 12-0 120 38.399 320 14-7% 17.76 4 Flow (q) from Route 22 318 14-7% 127.81 4.2600 0.004371 12-0 0.052 318 14-71/2 18.87 4 (See 4'6 120 38.452 Notes) Flow (q) from Route 25 21'-1 0.000 335 14-7% 146.68 4.2600 0.005639 fT(21-1) r25-7 _ ' 0.144 38.596 Total(Pt) Route 16 - 167-8% 120 37.065 Route l;•"•• 331 13-11% 1% (See -0.289 Notes) 19'-g% 0.008048 33 2 14-7% 15.40 1.6820 T(9-11), P0(9-11) 187-6 1.509 38.285 Total(Pt) Route 17 - - I 327 - 13'-111/2 61.27 1% (See 167-8% 120 36.999 Route 18 ..... P0(9-11), Flow (q)from Route Notes) 29-8% -0.289 33 328 147h/2 15.38 1.6820 0.008034 T(9'-ll), P0(9-Il) 197-5 1.586 38.296 Total(Pt) Route 18 327 13-11% 61.27 3 12-0 120 36.999 " Route 19 ..... Flow (q) from Route 33 329 13-11% 45.89 3.2600 0.002418 12-0 0.029 329 13-11% 11/2 (See 167'8% 120 37.028 29-8% -0.289 Notes) P0(9-11) 330 1471/2 15.19 1.6820 0.007847 1(9-11), P0(9-il) 1.549 197-5 38.289 Total(Pt) Route 19 I (,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 1 6/17/2021 6:42:31 AM Page 7 Job Name: QUIDEL RUTHERFORD Remote Area Number: I Date: 6/17/2021 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 (PQand shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 323 13111/2 93.18 11/2 (See Notes) I 167'-81/2 120 36.874 "" Route 2O"" P0(9-11), Flow (q)from Route 23 T(9'-ll), P0(9-il) 29-8% 0.008840 -0.289 324 14-7% 16.20 1.6820 197-5 _____________ 1.745 38.330 Total(Pt) Route 20 323 13-11% 93.18 3 12'-0 120 36.874 Route 21 Flow (q) from Route 23 0.006297 325 13-11% 76.98 3.2600 12'-O 0.076 325 13-11% 11/2 (See Notes) 167'8% 120 36.950 P0(9-il) T(9-11), P0(9-11) 29-8% 0.008353 -0.289 326 14-7% 15.71 1.6820 197-5 1.649 38.310 Total(Pt) Route 21 _1271 1% (See Notes) I 167'-81/2 120 36.620 .••Route22 ..... P0(9-I1), Flow (q) from Route 32 T(9'-11), PO(9'-ll) 29'-81/2 0.010476 -0.289 320 14-7% 17.76 1.6820 197-5 ____________ 2.068 38.399 Total(Pt) Route 22 319 13-11% . 127.81 - 3 12-0 120 36.620 23 ..... Flow (q) from Route 32 13-11% 110.06 3.2600 12'-O 0.012197 0.146 321 13-11% 3 12-0 120 36.767 .Route - 0.008965 323 13'-ll% 93.18 3.2600 12-0 0.108 - 36.874 Total(Pt) Route 23 321 13-11% 11/2 (See Notes) 167-81/2 120 36.767 Route 24 ..... T(9'-11), PO(9'-11) 29-8% 0.009533 -0.289 322 14-7% 16.87 1.6820 197-5 1.882 38.360 Total(Pt) Route 24 317 13-11% 1% (See Notes) 167'8% 120 36.427 Route 25•"•• P0(9-1I) T(9'-11), PO(9'-11) 29-81/2 0.011719 -0.289 318 14-7% 18.87 1.6820 197-5 2.313 38.452 Total(Pt) Route 25 313 13'-111/2 19.86 3 12'-0 120 35.866 Route 26 ..... Flow (q) from Route 4 0.026013 315 13-11% 165.73 3.2600 12-0 0.312 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 1 6/17/2021 6:42:31AM Page 8 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 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 Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Eiev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 315 1311l/2 (See 167'-8Y2 J 120 36.178 P0(9-il) 29-8% 1 -0.289 Notes) 316 14-7% 19.06 1.6820 0.011938 1(9-11), P0(9-il) 197-5 2.357 38.246 Total(Pt) Route 26 10 4-0 8 (See 3'-0 T 140 48.390 Route 27 ..... 21(36'-8), Gauge 9, C(36'-8) 123-8 1 Notes) 47 4-0 179.16 7.6000 0.000366 LtE(13'-71/2) 126-8 0.046 48.437 Total(Pt) Route 27 4 4-0 175.10 12 (See 84'-3% 140 62.641 Route 28 ..... Flow (q) from Route I 135-101/2 Notes) 51 4-0 15.52 11.5500 0.000001 T(67'-l1%), C(67'-11Y2) 220-2 0.000 51 -3-0 14903 12 (See 595'3 140 62.642 - Flow (q) from Route 15 110-111/2 Notes) 5 4-0 45.65 11.5500 0.000004 2EE(14'-8%), 2PIV(6-9%), 1(6 - 706-21/2 0.003 7-11%) 5 4-0 16 (See 462'5% 140 62.644 271-6 Notes) 6 -3-0 45.65 15.5000 0.000001 2EE(26'-6%), 2t(109'-2%) 733-11 0.001 6_ 3'0 12 (See 1738'31/2 140 62.645 383-101/2 Notes) - 3 4-0 45.65 - 11.5500 - 0.000004 2P1V(6'-9%), EE(14'-8%), 2Ee2 2122-2 0.008 (14-8%), 6LtE(20'-4%), 2T(67'- 111/2), C(67'-11'/2) 62.653 Total(Pt) Route 28 1113 14-7 1.91 1% T 10'-0 120 29.374 Route 29 ..... Flow (q) from Route 11 0.001 1114 14-7 25.21 1.6820 0.020031 10-0 0.200 29.575 Total(Pt) Route 29 1108 14-7 11.67 11/2 10-0 120 26.876 Route 30 ..... Flow (q) from Route 2 0.001 1109 14-7 14.34 1.6820 0.007054 10'-O 0.071 26.948 Total(Pt) Route 30 1103 14-7% 11.74 1% J 101-0 120 26.835 Route 31 ..... Flow (q) from Route 1 1 0.006979 1104 14-7% 14.26 1.6820 10-0 0.070 I & © M.E.P.CAD, Inc. Rjj AutoSPRINK 2018 04.4.5.0 1 6/17/2021 6:42:31 AM Page 9 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Date: 6/17/2021 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 nag-two M-We Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 26.905 Total(Pt) Route 31 315 13-11% 19.06 3 12'-0 120 36.178 •••• Route 32 ..... Flow (q) from Route 26 0.020752 317 13-11% 146.68 3.2600 12-0 0.249 317 13'-11% 18.87 3 12-0 120 36.427 Flow (q) from Route 25 0.016086 319 13'-111A 127.81 3.2600 12'-0 0.193 36.620 Total(Pt) Route 32 325 13-11% 15.71 3 12-0 1 120 36.950 Route 33 ..... Flow (q) from Route 21 0.004128 327 13'-11% 61.27 3.2600 12-0 0.050 36.999 Total(Pt) Route 33 329 13-11% 15.19 3 (See Notes) 11'6 120 37.028 Route 34 ..... Flow (q) from Route 19 P0(20-2) 20'-2 0.001149 331 13-11% 30.70 3.2600 31-8 0.036 331 13'-111/2 - -. 3 (See 11'6 120 37.065 P0(20-2) P0(20-2) Notes )LEI 0.000317 - 333 13'-11Y2 15.30 3.2600 0.016 37.081 Total(Pt) Route 34 - --- © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 1 6/17/2021 6:42:31 AM Page 10 Job Name: QUIDEL RUTHERFORD Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter / AngV Angle Valve b Bushing BFP Backflow Preventer BV Butterfly Valve cplg Coupling Cr Cross Run DelV Deluge Valve DPV Dry Pipe Valve EE 45° Elbow Eel 11W Elbow f Flow Device fd Flex Drop fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow FN Floating Node fT FireLock(TM) Tee GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve LIE Long Turn Elbow mecT Mechanical Tee P1 Pump In P2 Pump Out P0 Pipe Outlet PrV Pressure Relief Valve red Reducer/Adapter S Supply SFx Seismic Flex Spr Sprinkler T Tee Flow Turn 90° Tr Tee Run WirF Wirsbo WMV Water Meter Valve 1 6/17/2021 6:42:31 AM Page 11 Date: 6/17/2021 IC Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 90 80 70 60 0 40 30 20 10 Hydraulic Graph N 1.85 Date: 6/17/2021 Static Pressure 92:700 '619.78'0 92.442 Water Supply Summary Sheet Node: I 750.00 @ 85.500 - 369.78 619.76 60.753 with Hose Allowance at Source System demand curve _'j)''I.I.I.LI.j.I.JlIIIlIIII 111111111 111111111 111111111 11111 liii I I II I III liii I I I I I I I 3000 3750 5250 4500 6000 6750 7500 Flow - gpm 1&..©M.E.P.CAD, Inc. J AutoSPRlNK2018v14.4.5.0 6/17/2021 6:41:39AM Paqe 1 IM — — — — — — — — — — — Job Name: QUIDEL RUTHERFORD Remote Area Number: I 100 Hydraulic Calculations ' for Project Name: QUIDEL RUTHERFORD Location: 2285 RUTHERFORD RD., CARLSBAD, CA 92008, Drawinq Name: Quidel Rutherford 1st Fl, Cold Dry Room Under Mezz Calculation Date: 6/17/2021 Design Remote Area Number: 2 Occupancy Classification: Ordinary Group II Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1954.16ft2) Coverage per Sprinkler: 130.001t2 ' Type of sprinklers calculated: Pendent No. of sprinklers calculated: 18 I In-rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source I - Total Water Required (including Hose Streams where applicable): - From Water Supply at Node 1: 721.77 @ 67.814 Type of System: Wet Grid Volume of Dry or PreAction System: N/A I Name of Contractor: WESTERN FIRE PROTECTION Address: 13630 DANIELSON ST., POWAY, CA 92064 Phone Number: (858) 513-4949 I Name of designer: Karen Strother Authority Having Jurisdiction: CITY OF CARLSBAD, CA. Notes: Automatic peaking results Left: 67.686 Right: 67.740 I I I I I I I th M.E.P.CAD, Inc. ~JlAutoSPRINK 2018 04.4.5.0 2 6/17/2021 6:43:44AM Page 1 I ~jjljHydraulic Summary I I Job Job Number 21-2135-03 000iyn Enqireor Karen Strot her Job Name: QUIDEL RUTHERFORD State CartlDootlordLloonse Number #588039 Address I 2285 RUTHERFORD RD. AHJ CITY OF CARLSBAD, CA. Address 2 Job Site/Building CARLSBAD, CA 92008 EXIST. WAREHOUSE Address 3 Drooinq Name Quidel Rutherford-1st Fl_Cold_Dry Room Under Mezz System Remote Area(s) Most Demanding SptitrkJer Data 000uporcy Job S 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Under New Mezz #2 Hose An- At Sevoco Deraity Area olyppticador 250.00 0.200gpm/ft° 1500.00ft° (Actual 1954.161t2) Addid000t Hose Supplies Number Of Sprinklers Calculated Coverage Per Spririder Node Flow(gpm) 18 130.00ft2 dutoPaak Results; Pressure For Remotmpsea(s) Adjacent To Most Remote Area Left: 67.686 Right: 67.740 Total lose Stream, 250.00 System Flow Demand loSt Water Required (IndodIng lose Allonuamee) 471.77 721.77 Maximum Pressure Unbalaros In Loops 0.000 - Madmum Vatoolty Above Ground 11.39 between nodes 329 and 2101 Maximum Velocity Under Ground 5.93 between nodes 2 and 3 Volume vApoolly, at Wet Pipes Volume capacity of Dry Pipos 22726.01gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) Water Supply 250.00 92.700 85.500 3750.00 92.358 721.77 67.814 24.544 Contractor Conyacter Number 21-2135-03 Contact Name KAREN STROTHER Contact 11am LEAD DESIGN/PM Name otControotor: WESTERN FIRE PROTECTION Phone (858) 513-4949 Eatanalon 1303 Address 1 13630 DANIELSON ST. FAX (858) 513-1322 Add.. 2 POWAY, CA 92064 E.mall kstrother@westernfireprotection.com Address 3 Web-Site https://westernfireprotection.com/ Job Number: 21-2135-03 - Under New Mezz #2 Rcsnnrt 1'rintinn' flrrlinosry (Zrrsiin II 191 ,©M.E.P.CAD, Inc. AutoSPRINK20i8vi4.4.5.0 6/17/2021 6:43:23AM Page 1 ISummary Of Outfiowing Devices Job Number: 21-2135-03 - Under New Mezz #2 Rnnrt flerintinn Orr1inry (rniin II (2 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 2001 26.52 26.00 5.6 22.426 Sprinkler 2002 26.17 26.00 5.6 21.843 Sprinkler 2003 26.08 26.00 5.6 21.682 Sprinkler 2004 26.08 26.00 5.6 21.682 Sprinkler 2005 26.17 26.00 5.6 21.840 Sprinkler 2006 26.51 26.00 5.6 22.418 Sprinkler 2007 26.45 26.00 5.6 22.314 Sprinkler 2008 26.11 26.00 5.6 21.741 Sprinkler 2009 26.02 26.00 5.6 21.583 Sprinkler 2010 26.02 26.00 5.6 21.583 Sprinkler 2011 26.11 26.00 5.6 21.745 Sprinkler 2012 26.46 26.00 5.6 22.326 Sprinkler 2013 26.43 26.00 5.6 22.283 Sprinkler 2014 26.09 26.00 5.6 21.712 I' Sprinkler 2015 26.00 26.00 5.6 21.556 Sprinkler 2016 26.00 26.00 5.6 21.556 Sprinkler 2017 26.10 26.00 5.6 21.719 Sprinkler 2018 26.45 26.00 5.6 22.301 Q Most Demanding Sprinkler Data I &tM.E.P.CAD, Inc. III AutoSPRlNK 2018 04.4.5.0 6/17/2021 6:44:11AM Page 1 L I F] I I I I I 1 I I I I I I I I &© M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.4.5.0 6/17/2021 6:44:23AM Page 1 I I I 1 I I I LI Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 I I I I I I Supply Analysis Node Name Static (psi) Residual Flow © (psi) (gpm) Available Total Demand © (psi) (gpm) Required Pressure (psi) Water Supply 92.700 85.500 3750.00 92.358 721.77 67.814 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 316 14-7% 44.034 317 13-11% 40.933 318 14-7% 43.368 319 13-111/2 40.729 320 1471/2 43.048 321 13-11% 40.464 322 14-7% 42.761 323 13-11% 40.131 324 14-7% 42.507 325 13-11% 39.720 326 14-71/2 42.283 327 13-111/2 39.223 328 14'-7% 42.090 329 13-11% 38.625 330 14-7% 41.927 331 13-11% 38.355 332 14-7% 41.853 333 13-111/2 38.280 334 14-71/2 41.832 Date: 6/17/2021 Job Name: QUIDEL RUTHERFORD Remote Area NLmber: 2 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 335 14'-7% 44.131 336 12-2 46.598 337 12-2 47.274 338 2-0 52.521 339 2-0 52.556 340 -3-0 54.761 2101 14'-7 28.006 2102 14'-7 27.230 2103 14'-7 27.013 2104 14'-7% 27.012 2105i 14-7% 27.223 2106 14'-7% 27.989 2107 14-7 27.857 2108 14'-7 27.093 2109 14-7 26.883 2110 1471/2 26.882 + 2111i 14'-7% 27.096 2112 14'-7% 27.868 2113 14-7 27.817 2114 14-7 27.056 2115 14'-7 26.847 2116 14'-7 26.846 2117 14-7% 27.061 I 1&©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:44:23AM Page 2 I I I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2118 1471/2 27.835 2-0 Supply 67.814 471.77 2001 9-0 Sprinkler 22.426 26.52 2002 9-0 Sprinkler 21.843 26.17 2003 9-0 Sprinkler 21.682 26.08 2004 9-0 Sprinkler 21.682 26.08 2005 9-0 Sprinkler 21.840 26.17 2006 9-0 Sprinkler 22.418 26.51 2007 9-0 Sprinkler 22.314 26.45 2008 91-0 Sprinkler 21.741 26.11 2009 9-0 Sprinkler 21.583 26.02 2010 9-0 Sprinkler 21.583 26.02 2011 9-0 Sprinkler 21.745 26.11 2012 9-0 Sprinkler 22.326 26.46 2013 9-0 Sprinkler 22.283 26.43 2014 9-0 Sprinkler 21.712 26.09 2015 91-0 Sprinkler 21.556 26.00 2016 9-0 Sprinkler 21.556 26.00 2017 9-0 Sprinkler 21.719 26.10 2018 9-0 Sprinkler 22.301 26.45 2 4-0 69.954 3 4-0 69.562 4 4-0 69.544 IM,© M.E.P.CAD, Inc. Oil AutoSPRINK 2018 04.4.5.0 6/17/2021 6:44:23AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 5 4-0 69.549 6 4-0 69.550 7 4-0 69.514 8 4-0 55.214 9 4-0 55.197 10 4-0 55.150 11 4-0 54.941 47 -3-0 55.223 49 4-0 69.491 51 4-0 69.544 306 13-111/2 41.333 307 13-11% 41.328 308 14-7% 43.983 309 13-111/2 41.308 310 14-7% 43.985 311 13-11% 41.236 312 14-7% 43.992 313 13-11% 41.179 314 14-7% 44.008 315 13-11% 41.081 1AJ©M.E.P.CAD Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:44:23AM Pace4 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Eq Length (Foot) Length (Foot) C Factor Total(Pt) Notes FiftingiDevlce (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) 2015 9-0 5.6 26.00 i (See Notes) 1-6 120 21.556 ""Routel Sprinkler, E(2'-O), P0(5-0), fd(28-0) 35-0 0.211435 -2.427 2115 14-7 26.00 1.0490 36-6 7.718 2115 14-7 11/2 10-0 120 26.847 0.000005 -0.001 2116 14-7 0.27 1.6820 101-0 0.000 2116 14-7 26.00 1/2 10-0 120 26.846 Flow (q)from Route 2 0.021626 10-0 -0.001 2117 14-7% 26.27 1.6820 0.216 2117 14-7% 26.10 1/2 10-0 120 27.061 Flow (q)from Route 8 0.077481 -0.001 2118 14'-7% 52.37 1.6820 10-0 0.775 2118 1471/2 26.45 1% (See Notes) 74-11% 120 27.835 Flow (q) from Route 14 PO(9'-ll) 9-11 0.165052 -0.009 334 14-7% 78.82 1.6820 84-10% 14.006 334 14-7% 4 11-6 120 41.832 0.001787 332 14-7% . 78:82 4.2600 11-6 0.021 332 1471/2 7878 11-6 120 41.853 Flow (q) from Route 3 - - 0.006440 330 14-7% 157.59 4.2600 11-6 0.074 330 14-7% 78.63 4 12-0 120 41.927 Flow (q) from Route 6 0.013617 328 1471/2 236.22 4.2600 12-0 0.163 328 14-7% 22.32 4 12-0 120 42.090 Flow (q) from Route 5 0.016092 326 14-7% 258.54 4.2600 12'-O 0.193 326 14-7% 21.13 4 12-0 120 42.283 Flow (q) from Route 20 0.018609 324 14-7% 279.67 4.2600 12-0 0.223 324 14-7% 20.37 4 12-0 120 42.507 Flow (q) from Route 21 0.021193 322 1471/2 300.03 4.2600 12'-0 0.254 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2 6/17/2021 6:44:33AM Page 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 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) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 322 14-7% 20.04 4 12-0 120 42.761 Flow (q) from Route 23 0.023885 320 14-71/2 320.07 4.2600 12-0 0.287 320 147h/2 20.13 4 12-0 120 43.048 Flow (q) from Route 22 0.026738 318 14'-7'/2 340.20 4.2600 12-0 0.321 318 14-7% 20.61 4 (See Notes) 4'-6 120 43.368 Flow (q) from Route 24 fT(21'-l) 211-1 0.029812 0.000 335 14-7/ 360.81 4.2600 26-7 0.762 335 14-7% 110.96 4 (See Notes) 2 5h/2 120 44.131 Flow (q) from Route 25 P0(26-4) 26-4 0.048959 1.059 336 12-2 471.77 4.2600 28-9 V2 1.409 336 12-2 6 (See Notes) 84'5 120 46.598 fE(12'-7), T.O.R. 12-7 0.006970 0.000 337 12-2 471.77 6.3570 96-11V2 0.676 337 12-2 - 6 (See Notes) 91 10 120 47.274 f(-0.000), CV(40'-3), BV(12'-7), 2fE(12-7), fT(31'-5) - 10941/2 0.006970 4.416 338 2-0 471.77 - 119-3 0.831 338 2-0 8 (See Notes) 2'J1/2 120 52.521 -. - LtE(15-3) 15-3 0.001960 2-0 471.77 8.2490 339 17-11 0.035 339 2-0 8 (See Notes) 60 140 52.556 LtE(20'-3%) 20-3% 0.001473 2.168 340 4-0 471.77 .6.3570: 8.2490 25-3% 0.037 340 4-0 8 (See Notes) 140 54.761 PIV(4'-2%), T(36'-8), Gauge 10 C(36'-8) 77-6% 0.002196 0.000 11 -3-0 471.77 7.6000 82'-O% 0.180 11 -3-0 8 (See Notes) 95'-2% 140 54.941 Gauge 9 0.002196 10 -3-0 471.77 7.6000 95-2% 0.209 10 4-0 8 (See Notes) 103I -11 84'31/2 150 55.150 LtE(19-7%) 19-7% 0.000447 9 -3-0 243.19 7.9800 I 0.046 ,,©M.E.P.CAD, Inc. III AutoSPRlNK 2018 04.4.5.0 2 6/17/2021 6:44:33AM Page 2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fitting Device & s s 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 a fl95V9 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(PI) 9 4-0 8 (See Notes) 13'0 140 55.197 LtE(13'-7V2) 13.71/2 0.000645 8 4-0 243.19 7.6000 26'-7V2 0.017 8 4-0 8 (See Notes) 101 0 140 55.214 2E(30'-6V2), BFP(-14.264), LtE (22-0%) 83.11/2 0.000398 7 4-0 243.19 8.3900 93'-1% 14.301 7 4-0 8 (See Notes) 9'8 140 69.514 T(36'-8) 36-8 0.000645 4 -3-0 243.19 7.6000 46-4 0.030 4 4-0 12 (See Notes) 48'6 140 69.544 2T(67'-1%), C(67'-ll%) 203-10 0.000072 3 - 4-0 223.39 11.5500 252-3% 0.018 3 4-0 190.13 + 58.25 6 (See Notes) 17'4% 140 69.562 Flow (q) from Route 19 and 31 3LtE(8'-lO) 26-6% 0.008914 _______________ - 2 3'-0 471.77 5.7000- 43-11 0.392 _2 ______ 6 (See Notes) 5'O 140 69.954 Water Supply 0.005561 -2.168 1 2-0 .471.77 6.2800 5-0 0.028 - 250.00 . .. 67.814 Hose Allowance At Source Total(Pt) Route 1 1 721.77 2016 9-0 5.6 - 26.00 1 (See Notes) 1'6 120 21.556 Route ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.211436 -2.428 2116 14-7 26.00 1.0490 36-6 7.718 26.846 Total(Pt) Route 2 2009 9-0 5.6 26.02 1 (See Notes) 1'6 120 21.583 Route 3 ..... Sprinkler, E(2-O), PO(5'-O), fd(28'-O) 36-0 0.211683 -2.427 2109 14-7 26.02 1.0490 36-6 7.727 2109 14-7 11/2 101-0 120 26.883 0.000002 -0.001 2110 14-7% 0.19 1.6820 lo,-o 0.000 1 (, © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 2 6/17/2021 6:44:33AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Elev I Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) a nj" ________ _________ 2110 14-7%26.02 1/2 10-0 120 26.882 Flow (q) from Route 4 -0.001 2111 14-7% 26.20 1.6820 0.021518 10-0 0.215 2111 147h/2 26.11 11/2 10-0 120 27.096 Flow (q)from Route 10 -0.001 2112 14-7% 52.32 1.6820 0.077331 10-0 0.773 2112 14-7% 26.46 11/2 (See 74'11Y2 120 27.868 Flow (q) from Route 16 91-11 -0.008 Notes) 332 14-7% 78.78 1.6820 0.164897 PO(9'-11) 84-10% 13.993 41.853 Total(Pt) Route 3 2010 9-0 5.6 26.02 1 (See 1'-6 120 21.583 ••••• Route 4••••• Sprinkler, 36-0 -2.428 Notes) 2110 14-71/2 26.02 1.0490 - - 0.211683 E(2'-O), PO(5'-O), fd(28'-O) 36-6 7.727 - - 26.882 Total(Pt) Route 4 2003 9-0 5.6 26.08 1 1-6 120 21.682 Route ..... Sprinkléf 35-0 -2.427 - - NOtes) 2103 - 14-7 - 26.08 1.0490 0.212574 E(2'-O), PO(5'-0),fd(28'-0) 36'-6 7.759 _103_ .........j47_ 0.13 -11/2 10-0 120 27.013 - Flow (q) from Route 34----- 0.001 2102 14-7 26.20 1.6820 0.021522 10-0 0.215 2102 14-7 26.17 1% 10'-O 120 27.230 Flow (q)from Route 12 0.001 2101 14-7 52.38 1.6820 0.077498 10'-O 0.775 2101 14-7 26.52 1% (See 42'-g 120 28.006 Flow (q) from Route 18 19-9% 0.276 Notes) 329 13'-13'-11'/2 78.90 1.6820 0.165362 T(9-11), P0(9-il) 62-6% 10.343 329 13-11% 156.65 3 12-0 120 38.625 Flow (q) from Route 7 0.049846 327 13-11% 235.55 3.2600 12-0 0.598 327 13-11% 11/2 (See 167'8% 120 39.223 P0(9-li) 29-8% -0.289 Notes) 328 14-71/2 22:32 1.6820 0.015990 T(9'-11), P0(9-11) 197'-5 3.156 42.090 Total(Pt) Route 5 &©M.E.P.CAD. Inc. 1AutoSPRINK2018v14.4.5.0 2 6/17/2021 6:44:33AM Page 4 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID s s Fitting & Device 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 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 2004 9-0 5.6 26.08 i (See Notes) 1-6 120 21.682 :.':" Route 6 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.212574 -2.428 2104 14-7% 26.08 1.0490 36'6 7.759 2104 14-7% 11/2 10'-O 120 27.012 -0.001 2105 1471/2 25.95 1.6820 0.021132 10-0 0.211 2105 14-7% 26.17 11/2 10-0 120 27.223 Flow (q) from Route 11 -0.001 2106 14-71/2 52.12 1.6820 0.076790 10-0 0.768 2106 14-7% 26.51 11/2 (See Notes) 74'111/2 120 27.989 Flow (q) from Route 17 9-11 -0.008 - 330 14-7% 78.63 1.6820 0.164339 P0(9'hl) 84'-101/2 13.945 41.927 Total(Pt) Route 6 2014 9-0 5.6 26.09 1 (See Notes) 1'-6 120 21.712 Route ..... Sprinkler, 35'-0 -2.426 2114 14-7 26.09 .1.0490- 0.212852 E(2'-o), P0(5-0), fd(28'-O) 36'-6 7.769 2114 14-7 25.73 . 1% 10-0 120 27.056 Flow (q) from Route 32- 0.001 2113 14-7 51.82 1.6820 0.075983 0.760 2113 .14-7 - .26.43 11/2 (See Notes) 42'-9 120 27.817 Flow (q) from Route 13 19-9% 0.275 333 13'-11'/2 78.26 1.6820 0.162887 T(9'-11), P0(9-11) 62-6% 10.188 333 13-111/2 3 11'-6 120 38.280 0.006491 331 13-11% 78.26 3.2600 11-6 0.075 331 13-111/2 78.40 3 11-6 120 38.355 Flow (q) from Route 9 329 13-111/2 156.65 3.2600 0.023437 11'-6 0.270 38.625 Total(Pt) Route 7 2017 9-0 5.6 26.10 1 (See Notes) 1-6 120 21.719 Route ..... Sprinkler, 35-0 -2.429 2117 14-7% 26.10 1.0490 0.212909 E(2-0), P0(5-a), fd(28'-o) 36-6 7.771 27.061 Total(Pt) Route 8 ,©M.E.P.CAD, Inc. P111 AutoSPRINK 2018 v1 4.4.5.0 2 6/17/2021 6:44:33AM Page 5 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Le ngth (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 ne've Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2008 9-0 5.6 26.11 1 (See Notes) 1-6 120 21.741 Route ..... Sprinkler, E(2'-O), P0(6-0), fd(28'-O) 36-0 0.213110 -2.426 2108 14-7 26.11 1.0490 36-6 7.779 2108 14-7 25.83 1% 10-0 120 27.093 Flow (q) from Route 33 0.076311 0.001 2107 14-7 51.94 1.6820 10-0 0.763 2107 14-7 26.45 11/2 (See Notes) 42'-9 120 27.857 Flow (q) from Route 15 1991,4 0.163423 0.276 331 13-11% 78.40 1.6820 T(9'-11), Pop'-11)62-61/2 10.222 38.355 Total(Pt) Route 9 2011 . 9-0 - 5.6 26.11 1 (See Notes) 1-6 120 21.745 ••••• Route lO••••• Sprinkler, E(2'-O), P0(5'-0),fd(28'-0) 35-0 0.213149 -2.429 2111 14-7% 26.11 1.0490 36-6 7.780 27.096 Total(Pt) Route 10 2005 9-0 5.6 26.17 - 1 (See Notes) 1'6 120 21.840 Route 11 ......... Sprinkler, E(2'-O), P0(50),fd(28'-0) 35-0 0.214013 -2.429 2i(Z)5 14-7% 26.17 1.0490 36-6 7.812 27.223 Total(Pt) Route 11 2002 9-0 5.6 26.17 i (See Notes) 1-6 120 21.843 Route 12 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.214039 -2.426 2102 14-7 26.17 1.0490 36'-6 7.813 27.230 Total(Pt) Route 12 . -- 2013 9-0 5.6 26.43 1 (See T Notes) 1'-6 120 22.283 Route 13 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 360 0.218025 -2.425 2113 14-7 26.43 1.0490 36-6 7.958 27.817 Total(Pt) Route 13 2018 9-0 5.6 26.45 1 (See I Notes) 1-6 120 22.301 ."• Route 14 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 36-0 0.218184 -2.430 2118 14-7% 26.45 1.0490 36-6 7.964 27.835 Total(Pt) Route 14 2007 9-0 5.6 26.45 1 (See I Notes) 1-6 120 22.314 Route 15..... Sprinkler, E(2'-O), PO(5'-O), fd(28'-O) t 35-0 0.218305 -2.425 2107 14-7 26.45 1.0490 36'-6 7.968 I &@M.E.P.CAD, Inc. ?111 AutoSPRINK 2018 04.4.5.0 2 6/17/2021 6:44:33AM Page 6 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID s Fitting & Devices Equiv. Length 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) Frictuon(Pf) (Foot) 27.857 Total(Pt)Route 15 2012 9-0 5.6 26.46 1 (See Notes) 1'6 120 22.326 Route 16..... Sprinkler, 35-0 -2.431 2112 14-7% 26.46 1.0490 0.218414 E(2'-O), P0(5-0), fd(28'-O) 36-6 7.972 27.868 Total(Pt) Route 16 2006 9-0 5.6 26.51 1 (See Notes) I 1-6 120 22.418 ••••• Route 17 ..... Sprinkler, 35-0 -2431 2106 14-7% 26.51 1.0490 0.219240 E(2 0) P0(5-0), fd(28'-O) 36-6 8.002 --27.989 Total(Pt) Route 17 2001 9-0 5.6 26.52 1 (See Notes) T 1-6 120 22.426 Route 18 ..... Sprinkler, P0(5-0), fd(28'-O) I 35-0 0.219313 -2.425 2101 14-7 26.52 1.0490 36'-6 8.005 28.006 . E(2-0), Total(Pt) Route 18 47 -3-0 8 (See 10-0 140 55.223 Route 19 ..... 83'-l% Notes) 49 4-0 228.58 8.3900 0.000355 2E(30'-6%), BFP(-14;235)rLtE (22-0%) 93-1% 14.268 49 4-0 8 (See 19'8 140 69.491 - 7341/ Notes) 51 -3-0 228.58 7.6000 0.000575 T(36'-8),C(368) 93-0% 0.053 4-0 12 (See 132'91/2 140 69.544 - 203-10 51 Notes) 3 4-0 190.13 11.5500 0.000053 2T(67--1 11/2), C(67--1 11/2) 33671/2 0.018 69.562 Total(Pt) Route 19 325 13-111/2 213.23 11/2 (See Notes) 167'8% 120 39.720 ••••• Route 2O••••• P0(9-l1), Flow (q) from Route 40 T(9-11), P0(9-11) 29-8% 0.014447 -0.289 326 14-7% 21.13 1.6820 197-5 2.852 42.283 Total(Pt) Route 20 325 13-11% 213.23 3 12-0 120 39.720 Route 21 ..... Flow (q) from Route 40 323 13-111/2 192.11 3.2600 0.034185 12-0 0.410 U 323 13'-11% 1% (See Notes) 167'81/2 120 40.131 P0(9-li) 29-8% -0.289 324 14-7% 20.37 1.6820 0.013500 T(9-11), P0(9-11) 197-5 2.665 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2 6/17/2021 6:44:33AM Page 7 U 321 13-11% 171.74 3 12-0 319 1311h/2 151.70 3.2600 12-0 319 13111/2 11/2 (See Notes) 1678h/2 29-81/2 320 14-71/2 20.13 1.6820 197'-5 - T I • 321 13-11% - - 171.74 1% (See Notes) 167'81/2 29-81/2 322 14-71/2 20.04 1.6820 317 13111A 131.58 11/2 (See Notes) 167'81/2 29-81/2 .318 1471/2 20.61 1.6820 197-5 315 13-11% 110.96 11/2 (See Notes) 1 167-8'/2 29-81/2 I - 316 14-7% -22.64 22.64 1.6820 197'-5 - 316 14-7% 88.32 4 (See Notes) 7'6 335 14-7% 110.96 4.2600 28-7 315 13-11% I 313 13-11% 313 13'-111/2 - 314 1471/2 314 14-7% 316 14-71/2 - I ,,©M.E.P.CAD, Inc. AutoS 42.507 J Total(Pt) Route 21 120 40.464 Route 22 ..... Flow (q) from Route 39 0.022086 0.265 120 40.729 P0(9-il) T(9-11), P0(9-11) 0.013209 -0.289 2.608 43.048 Total(Pt) Route 22 120 40.464 Route 23 ..... PO(9'-l1), Flow (q)from Route 39 T(9-11), P0(9-11) 0.013100 -0.289 2.586 42.761 Total(Pt) Route 23 120 40.933 Route 24..... P0(9-11), Flow (q) from Route 38 T(9'-11), P0(9-11) 0.013803 -0.289 2.725 43.368 Total(Pt) Route 24 120 41.081 Route 25..... P0(9-i1), Flow (q) from Route 37 ---- T(9'-11), P0(9-11) 0.016424 -0.289 3.242 120 44.034 Flow (q) from Route 26 fT(21-1) 0.003365 0.000 0.096 44.131 Total(Pt) Route 25 120 41.081 Route 26 ..... Flow (q) from Route 37 0.008119 0.097 120 41.179 P0(9-il) T(9-11), P0(9-il) 0.015796 -0.289 3.118 120 44.008 Flow (q) from Route 27 0.002206 0.026 2 44.034 Total(Pt) Route 26 6/17/2021 6:44:33AM Page 8 110.96 12-0 88.32 3.2600 12-0 1% (See 167'-81/2 Notes) 29'-81/2 22.17 1.6820 197-5 66.15 4 12-0 88.32 4.2600 12-0 PRINK 2018 04.4.5.0 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 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 Fitting I (q) Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) - - Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 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, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID I Length (Foot) (psi) directly to (P0 and shown as (Foot) 311 13'-11% 66.15 (See 167-BY2 120 41.236 Route 27 ..... Notes) P0(9-11), Flow (q) from Route 36 2981/2 -0.289 312 14-7% 21.89 1.6820 0.015428 T(9-11), PO(9'-11) _____________ 197-5 3.046 312 14-7% 44.26 4 12-0 120 43.992 Flow (q) from Route 28 0.001293 314 14-7% 66.15 4.2600 12-0 0.016 44.008 Total(Pt) Route 27 309 131i1/2 11/2 (See 16781/2 120 41.308 Route 28 ..... 19-9% -0.289 Notes) 310 14-7% 22.18 1.6820 0.015816 T(9'-11), P0(9-11) 187-6 2.966 310 .14-7% 22.08 4 12-0 120 43.985 Flow (q) from Route 29 0.000615 312 14-7% 44.26 4.2600 12-0 0.007 43.992 Total(Pt) Route 28 306 13iih/z 22.08 i% (See 167-81/2 120 41.333 ••••• Route 29••••• Flow (q) from Route 35_ 19-9% -0.289 Nôtej 308 14-7% 22.08 1.6820 0.015675 T(9'-11), P0(9-11) 187-6 2.939 308 14-7% - 4 12-0 120 43.983 - - 0.000170 310 14-7% 22.08 4.2600 ___________ 12-0 0.002 43.985 Total(Pt) Route 29 10 -3-0 8 (See J 3'-0 140 55.150 Route 30 ..... 21(36-8), Gauge 9, C(36-8) 123-8 Notes) 47 4-0 228.58 7.6000 0.000575 LtE(13'-7%) 126-8 0.073 55.223 Total(Pt) Route 30 4 -3-0 223.39 12 (See 84'-31/2 140 69.544 Route 31 ..... Flow (q) from Route 1 135-101/2 Notes) 51 4-0 19.80 11.5500 0.000001 T(67-111/2), C(67-11%) 220'-2 0.000 51 4-0 190.13 12 (See 595'3 140 69.544 Flow (q) from Route 19 1i0i11/2 Notes) 5 -3-0 58.25 11.5500 0.000006 2EE(14'-8%), 2P1V(6'-9%), T(6 706-21/2 0.004 7-111/2) I ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2 6/17/2021 6:44:33AM Page 9 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 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 (psi) when applicable, are added __________ Total ________________ (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 5 4-0 16 (See 462'51/2 140 69.549 271-6 Notes) 6 -3-0 58.25 15.5000 0.000001 2EE(26-6%), 2T(109'-2%) 733-11 0.001 6 4-0 12 (See 1738'31/2 140 69.550 383-10% Notes) 3 4-0 58.25 11.5500 0.000006 2PIV(6-9%), EE(14-81/2), 2Ee2 2122-2 0.013 (1481/z), 6LtE(20'-41/2), 2T(67'- 11 %), C(67'-l1%) 69.562 Total(Pt) Route 31 2115 14-7 0.27 1% J 10-0 120 26.847 Route 32 ..... Flow (q) from Route 1 F 0.001 2114 14-7 25.73 1.6820 0.020802 10,-U 0.208 27.056 Total(Pt) Route 32 2109 14-7 0.19 1% 1 10-0 120 26.883 Route 33•"•• Flow (q) from Route 3 0.001 - 2108 14-7 25.83 1.6820 0.020957 .. 101-0 0.210 27.093 Total(Pt) Route_33 2104 14-71/2 25.95 11/2 - 10-0 120 27.012 .Route 34••••• - Flow (q) from Route 6 - 0.001 2103 14-7 0.13 1.6820 0.000001 10'-O 0.000 27.013 Total(Pt) Route 34 311 13'-11111/2 66.15 3 (See 12'-0 120 41.236 Route 35 ..... Flow (q) from Route 36 20-2 Notes) - - 309 13-11% 44.26 3.2600 0.002262 P0(20-2) 32-2 0.073 309 13-11% 3 (See 11'6 120 41.308 P0(20-2) 20-2 Notes) 307 13-11% 22.08 3.2600 0.000625 31-8 0.020 307 13-11% 4 (See 0'6 120 41.328 26-4 Notes) 306 13'-11% 22.08 4.2600 0.000170 P0(26-4) 26-10 0.005 41.333 Total(Pt) Route 35 313 13-11% 22.17 3 12-0 120 41.179 Route 36 ..... Flow (q) from Route 26 0.004757 311 13-11% 66.15 3.2600 12-0 0.057 (k,,©M.E.P.CAD, Inc. tflj AutoSPRINK2O18v14.4.5.O 2 6/17/2021 6:44:33AM Page 10 U Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 Date: 6/17/2021 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Facto this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (q) Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) I 41.236 Total(Pt) Route 36 317 13-11% 131.58 3 12-0 120 40.933 •••"Route37••••• Flow (q) from Route 38 315 13-11% 110.96 3.2600 0.012384 12-0 0.149 41.081 Total(Pt) Route 37 12'-0 1 120 40.729 Route 38 ..... 319 13-111/2 20.13 3 Flow (q) from Route 22 317 1311h/2 131.58 3.2600 I 0.016973 12-0 0.204 I 40.933 Total(Pt) Route 38 - - 12-0 120 40.131 ••."Route39 ..... 323 13111/2 20.37 3 Flow (q) from Route 21 0.027784 321 13111/2 171.74 3.2600 12-0 0.333 40.464 Total(Pt) Route 39 327 13-11% 22.32 3 12'-O 120 39.223 40 ..... - Flow (q) from Route 325 13-11% 213.23 3.2600 ..Route 0.041463 12-0 0.498 39.720 Total(Pt) Route 40 I I I U I I I ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 2 6/17/2021 6:44:33AM Page 11 Date: 6/17/2021 Value - Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1,51 I Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 I Equivalent Pipe Lengths of Valves and Fillings (C=120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter j I I I I I AngV Angle Valve BFP Backflow Preventer cplg Coupling DelV Deluge Valve EE 45° Elbow Flow Device fE 90° FireLock(TM) Elbow EN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve I I I I I I I I I I I M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 2 6/17/2021 6:44:33AM Page 12 90 80 70 60 40 30 20 10 Hydraulic Graph N 1.85 Date: 6/17/2021 Static Pressure 92;700 21.77 92.358 Water Supply Summary Sheet Node: I 750.00 @ 85.500 -471.77 1@ 67.81 721.77 with Hose Allowance at Source S stem demand curve 3000 4500 6000 3750 5250 Flow - gpm ,©M.E.P.CAD, Inc. 1JI AutoSPRlNK2018v14.4.5.0 6/17/2021 6:43:54AM Page 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 2 100 6750 7500 Hydraulic Calculations I for Project Name: QUIDEL RUTHERFORD Location: 2285 RUTHERFORD RD., CARLSBAD, CA 92008, Drawing Name: Quidel Rutherford 1st Fl. Cold Dry Room Under Mezz Calculation Date: 6/17/2021 Design Remote Area Number: 3 I Occupancy Classification: Ordinary Group II I Density: 0.200gpm/ft2 - Area of Application: 1500.00ft2 (Actual 2099.61ft2) Coverage per Sprinkler: 125.00W I Type of sprinklers calculated: Pendent No. of sprinklers calculated: 17 I In-rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source I Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 706.18 @80.561 Type of System: Wet Grid Volume of Dry or PreAction System: N/A I Name of Contractor: WESTERN FIRE PROTECTION Address: 13630 DAN IELSON ST., POWAY, CA 92064 Phone Number: (858) 513-4949 I Name of designer: Karen Strother Authority Having Jurisdiction: CITY OF CARLSBAD, CA. i Notes: - Automatic peaking results Left: 86.774 Right: N/A I I I I I I I M.E.P.CAD, Inc. gilAutoSPRINK 2018 04.4.5.0 KI 6/17/2021 6:45:41AM Page 1 1111 Hydraulic Summary Job Number: 21-2135-03 - Under New Mezz #3 Pesrf rga,-rintinn ('krdinness, ('rn, ,n II Job Job Number Design Engineer 21-2135-03 Karen Strother Job Name: QUIDEL RUTHERFORD Stole CerdflcationlUcxnse Number #588039 Address I 2285 RUTHERFORD RD. AHJ CITY OF CARLSBAD, CA. Address 2 CARLSBAD, CA 92008 Job Siteloulldjng EXIST. WAREHOUSE Address 3 Sneering Nones Quidel Rutherford-1st Fl_Cold_Dry Room Under Mezz System Remote Area(s) Most Demanding Spmimrsisr Data Occupancy Job Suffix 5.6 K-Factor 25.00 at 19.930 Ordinary Group II Under New Mezz #3 klosaduloworco At Source Density, Area of Application 250.00 0.2009pm/fta 1500.001t2 (Actual 2099.6 1ft2) siddidsnal base guppies Number Of Sprinklers Csloulated Cooenage Per Sprinkler Node Flow(aom) 17 125.00ft2 AutoPeak Rasutto: pressure For Remote Alas(s) Adjacent To Meet Remote Area Left: 86.774 Total Hoe, Streams 250.00 System Floo Demand Total Water Required (Including Hose yulowarce) 456.18 706.18 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Aboce Ground 22.82 between nodes 303 and 302 Maximum Veloolly Under Ground 5.74 between nodes 2 and 3 Volume capacity at Wet Pipes Volume opacity of Dry Pipes 22726.01gal Supplies - - Hose Flow Static Residual Flow • Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi)' (gpm) (psi) (gpm) (psi) (psi) Water Supply 250.00 92.700 85.500 3750.00 92.372 706.18 80.561 11.811 Contractor Contraoesr somber 21-2135-03 Contast Name KAREN STROTHER Contaorl)te LEAD DESIGN/PM Name ofCOnlractOr WESTERN FIRE PROTECTION Phone (858) 513-4949 Extension 1303 Address 1 13630 DANIELSON ST. FAX (858) 513-1322 Address 2 P0 WAY, CA 92064 Detail kstrother@westernfireprotection.com Address 3 Web-Site https://westemfireprotection.com/ f JO ©M.E.P.CAD, Inc. AutoSPRlNK20i8vi4.4.5.0 6/17/2021 6:45:20AM Page 1 Summary Of Of Outfiowing Devices Job Number: 21-2135-03 - Under New Mezz #3 Report Description: Ordinary Group 11 (3) _________________ ______ Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 3001 25.00 25.00 5.6 19.930 Sprinkler 3002 25.09 25.00 5.6 20.070 Sprinkler 3003 25.39 25.00 5.6 20.552 Sprinkler 3004 26.05 25.00 5.6 21.639 Sprinkler 3005 27.22 25.00 5.6 23.622 Sprinkler 3006 29.13 25.00 5.6 27.060 Sprinkler 3007 25.02 25.00 5.6 19.969 Sprinkler 3008 25.11 25.00 5.6 20.110 Sprinkler 3009 25.41 25.00 5.6 20.593 Sprinkler 3010 26.08 25.00 5.6 21.681 Sprinkler 3011 27.24 25.00 5.6 23.667 Sprinkler 3012 29.16 25.00 5.6 27.112 Sprinkler 3013 27.21 25.00 5.6 23.609 Sprinkler 3014 27.30 25.00 5.6 23.765 Sprinkler 3015 27.64 25.00 5.6 24.362 Sprinkler 3016 28.39 25.00 5.6 25.704 Sprinkler 3017 29.74 25.00 5.6 28.202 c> Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.O 6/17/2021 6:46:06AM Page 1 I 1 I I I I I I I I I Li I I I I I I I 1&©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 6/17/2021 6:46:18AM Pafle 1 j I I Lm I I I U I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 I Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 92.700 85.500 1 3750.00 92.372 706.18 80.561 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 2-0 Supply 80.561 456.18 3001 9-0 Sprinkler 19.930 25.00 3002 9-0 Sprinkler 20.070 25.09 3003 9-0 Sprinkler 20.552 25.39 3004 91-0 Sprinkler 21.639 26.05 3005 9-0 Sprinkler 23.622 27.22 3006 9-0 Sprinkler 27.060 29.13 3007 9-0 Sprinkler 19.969 25.02 3008 9-0 Sprinkler 20.110 25.11 3009 9-0 Sprinkler 20.593 25.41 3010 91-0 Sprinkler 21.681 26.08 3011 9-0 Sprinkler 23.667 27.24 3012 9-0 Sprinkler 27.112 29.16 3013 9-0 Sprinkler 23.609 27.21 3014 91-0 Sprinkler 23.765 27.30 3015 9-0 Sprinkler 24.362 27.64 3016 91-0 Sprinkler 25.704 28.39 3017 9-0 Sprinkler 28.202 29.74 2 4-0 82.703 Date: 6/17/2021 I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3 4-0 82.335 4 4-0 82.318 5 4-0 82.322 6 4-0 82.323 7 4-0 82.290 8 4-0 68.007 9 4-0 67.991 10 4-0 67.947 11 4-0 67.751 47 4-0 68.016 49 4-0 82.268 51 4-0 82.318 300 14-7% 34.604 301 13-111/2 40.800 302 14'-7% 34.674 303 13-11% 40.881 304 147h/2 36.136 305 13-11% 41.172 306 13-111/2 44.889 307 13-11% 44.908 308 14-7% 56.672 309 13-111/2 46.507 310 14-7% 56.680 1&© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:46:18AM Pafle 2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 311 13-111/2 47.868 312 14-7% 56.707 313 13-111/2 48.971 314 14-7% 56.760 315 13-11% 49.854 316 14'-7% 56.844 317 13-11% 50.550 318 1471/2 56.728 319 13-11% 51.090 320 14-7% 56.582 321 13-11% 51.499 322 14-71/2 56.471 323 13-111/2 51.800 324 14-7% 56.389 325 13-11% 52.011 326 1471/2 56.332 327 13-111/2 52.149 328 14-7% 56.294 329 13-11% 52.230 330 14-7% 56.272 331 13-11% 52.332 332 14'-71/2 56.262 333 13-111/2 52.378 ,© M.E.P.CAD, Inc. 11 AutoSPRINK 2018 04.4.5.0 6/17/2021 6:46:18AM Paqe 3 I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 334 14-7% 56.259 335 14-7/ 57.131 336 12-2 59.514 337 12-2 60.150 338 2-0 65.346 339 2'-0 65.379 340 4-0 67.582 3101 14-7% 24.669 3102 14'-7% 24.856 3103 14-7% 25.498 3104 14-7% 26.945 3105 14'-7% 29.582 3106 14-7% 34.145 3107 14-7% 24.721 3108 14'-71/2 24.908 3109 14-7% 25.552 3110 14-7% 27.002 3111 14-7% 29.643 3112 14-71/2 34.214 3113 14-71/2 29.565 3114 14-71/2 29.773 3115 14'-7% 30.566 3116 14'-7% 32.348 (&© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:46:18AM Page 4 I Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 3117 14-7% 35.659 I I I I I I I I I I I I I I I (,© M.E.P.CAD, Inc. kAutoSPRINK 2018 04.4.5.0 6/17/2021 6:46:18AM Paçe 5 I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Pipe Information Node I Eiev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fittlng!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) (Foot) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total ________________ Friction(Pf) 3001 9-0 5.6 25.00 1 (See Notes) 1-6 120 19.930 Route Sprinkler, E(2-0), P0(5-0), fd(28-0) 35-0 0.196637 -2.439 3101 14-7% 25.00 1.0490 36-6 7.177 3101 14-7% 11/2 9-6 120 24.669 0.019727 3102 14-71/2 25.00 1.6820 9-6 0.187 3102 14-7% 25.09 1% 9-0 120 24.856 Flow (q) from Route 3 0.071349 3103 14-7% 50.09 1.6820 9-0 0.642 3103 14-7% 25.39 1% 9-6 120 25.498 Flow (q) from Route 5 0.152342 3104 14-7%- 75.48 1.6820 9-6 1.447 3104 14-7% 26.05 1% 10-0 120 26.945 Flow (q)from Route 7 0.263660 3105 14-71/2 . 101.53 1.6820 10-0 2.637 3105 14-7% 27.22 1% . (See Notes) : 2-4% 120 29.582 Flow (q)from Route 10 T(9'-11) 91-11 0.409134 300 - 14-7% ..128.74 1.6820. 12-3% 5.022 00 - 14-7% 29.13 -. 1% (See Notes) 0'O 120 34.604 Flow (q) from Route 15 P0(9-11) 9-11 0.596693 0.289 301 13-111/2 157.87 1.6820 9-11 5.907 301 13-11% - -- 4 12-6 120 40.800 0.006461 303 13'-1111/2 157.87 4.2600 12'-6 0.081 303 13'-11'/2 158.03 12-6 120 40.881 Flow (q)from Route 0.023313 305 13-11% 315.90 4.2600 12-6 0.291 305 13-11% 140.28 4 (See Notes) 62'-10'/2 120 41.172 Flow (q) from Route 9 2fE(8'-11%) 17-11 0.046008 306 13-11% 456.18 4.2600 80-91/2 3.717 306 13-11% 4 0 -6 120 44.889 0.037781 307 13-11% 410.10 4.2600 0-6 0.019 ©ME.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 3 6/17/2021 6:46:28AM Page 1 340 -3-0 ©M.E.P.CAD, Inc. ,, 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 npp+y9 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow Actual ID Total (Foot) _________________ Friction(Pt) 307 13-11% 3 11-6 120 44.908 0.139036 309 13'-111/2 410.10 3.2600 11-6 1.599 309 13-11% 3 12-0 120 46.507 0.113473 311 13-11% 367.45 3.2600 17-0 1.362 311 13111/2 1% (See Notes) 167'B% 120 47.868 P0(9-li) T(9'-11), P0(9-11) 29'-8% 0.046237 -0.289 312 1471/2 39.62 1.6820 197-5 9.128 312 14-7% 88.74 4 12-0 120 56.707 Flow (q) from Route 31 0.004405 314 14-7 W 128.35 4.2600 12-0 0.053 314 14-7% 37.09 4 12-0 120 56.760 Flow (q) from Route 29 0.007046 316 1471/2 .165.44 4.2600 12-0 0.085 - 316 -- 14-7% - 35.06 4 (See Notes) 7'-6 120 56.844 Flow (q) from Route 30 fT(21'-l) 21'-1 0.010054 0.000 335 14-7% 2000 ________ 4.2600 28'-7 0.287 335 14-7% 255.68 _.4, . (See Notes) 2'5% 120 57.131 Flow (q) from Route 19 P0(26-4) 26-4 0.046008 1.059 336 12-2 - 456.18 4.2600 28 1.324 336 12-2 . - 6 (See Notes) 84-5 '-9% 120 59.514 fE(12-7), T.0.R. 12-7 0.006550 0.000 337 12-2 456.18 6.3570 96-11% 0.635 337 12-2 6 (See Notes) 91 10 120 60.150 f(-0.000), CV(40'-3), BV(12'-7), 2fE(12'-7), fT(31'-5) 109-4% 0.006550 4.416 338 2-0 456.18 6.3570 119-3 0.781 338 2-0 8 (See Notes) 2'7% 120 65.346 LtE(15'-3) 15-3 0.001842 339 2-0 456.18 8.2490 17-11 0.033 339 2-0 8 (See Notes) 51 0 140 65.379 20-3% 2.168 456.18 8.2490 25-3% 0.035 0.001385 LtE(20'-3%) AutoSPRINK 2018 04.4.5.0 3 6/17/2021 6:46:28AM Page 2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Pipe Information Node I Node 2 Elev I (Foot) Elev 2 (Foot) K-Factor Flow added this step (q) Total Flow Fittings & Nominal ID Devices Equiv. Actual ID 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 (psi) Loss Per Unit Elev(Pe) Total (Foot) Friction(Pf) 340 4-0 8 (See Notes) 7.6000 451/2 140 67.582 PlV(4'-21h), T(36'-8), Gauge 10 C(36'-8) 7761/ 0.002064 0.000 11 4-0 456.18 82-01/2 0.169 11 4-0 8 (See Notes) 7.6000 9521/2 140 67.751 Gauge 9 0.002064 10 -3-0 456.18 95-21/2 0.196 10 4-0 8 (See Notes) 7.9800 84'3% 150 67.947 LtE(19'-7%) 19-71/2 0.000420 9 4-0 235.16 103-11 0.044 9 4-0 8 (See Notes) 7.6000 13'0 140 67.991 LtE(13'-7%) 13'-7% 0.000606 8 -3-0 235.16 26-7% 0.016 8 4-0 8 (See Notes) 8.3900 101 0 140 68.007 2E(30'-6%), BFP(-14.248), LtE (22-0%) 83-1% 0.000374 - 7 4-0 235.16 93-1% 14.283 7 4-0 - 8 (See Notes) 7.6000 9'8 140 82.290 T(36'-8) - - 36-8 0.000606 4 4-0 = 235.16 46-4 0.028 4 4-0 12 (See Notes) 48'6 140 82.318 - - - 21(67-11%), C(67-11%) 203-10 3 -3-0 216.01 11.5500 0.000067 r257-31/2 0.017 3 -3-0 183.85 + 56.32 6 (See Notes) 5.7000 17'4% 140 82.335 Flow (q) from Route 18 and 34 3LtE(8'-10) 2661/2 0.008377 _______________ 2 -3 -0 456.18 43-11 0.368 2 4-0 6 (See Notes) 6.2800 60 140 82.703 Water Supply 0.005226 -2.168 1 2-0 456.18 5-0 0.026 250.00 80.561 Hose Allowance At Source Total(Pt) Route 1 1 706.18 3007 9-0 5.6 25.02 1 (See Notes) 1.0490 1'-6 120 19.969 Route ..... Sprinkler, E(2'-O), PO(5'-O), fd(28-0) 36-0 0.196994 -2.439 3107 14-7% 25.02 36-6 7.190 © M.E.P.CAD, Inc. Rio AutoSPRlNK 2018 v14.4.5.0 3 6/17/2021 6:46:28AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Pipe Information Node I Node 2 Elev i (Foot) Eiev 2 (Foot) Flow added K-Factor this step Nominal ID (q) Total Flow Actual ID (Q) Fittings & Device s 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) Total (Foot) Friction(Pf) 3107 14.71/2 11/2 9-6 120 24.721 0.019763 3108 14-7% 25.02 1.6820 9-6 0.188 3108 14-7% 25.11 1% 9-0 120 24.908 Flow (q) from Route 4 0.071478 3109 147h/2 50.14 1.6820 9-0 0.643 3109 14-7% 25.41 11/2 9-6 120 25.552 Flow (q) from Route 6 0.152619 3110 1471/2 75.55 1 1.6820 9-6 1.450 3110 14-7% : 26.08 1% 1O'O 120 27.002 Flow (q) from Route 8 0.264137 3111 1471/2 101.62 1i 1.6820 10-0 2.641 3111 14-7% 27.24 1% (See Notes) 2'4% 120 29.643 Flow (q) from Route 11 T(9-11) 9-11 0.409874 302 14.71/2 128.87 1.6820 12.31/2 5.031 302 - .14-7Y2 29.16 11/2 (See Notes) 0'O 120 34.674 Flow (q) from Route 16 P0(9-li) 9-11 0.597770 0.289 303 13-11% .158.03 1.6820 - 9-11 5.918 - - . - 40.881 Total(Pt) Route 2 - -- - 3002 3102 9-0 14-7% 5.6 25.09 1 25.09 1.0490 (See Notes) 1-6 120 20.070 Route3 ..... Sprinkler, E(2-0), P0(5-0), fd(28'-O) 35-0 0.197920 -2.439 36-6 7.224 24.856 Total(Pt) Route 3 3008 9-0 5.6 25.11 1 (See Notes) 1'-6 120 20.110 Route ..... Sprinkler, E(2-0), P0(5-0), fd(28-0) 36-0 0.198279 -2.439 3108 14-7% 25.11 1.0490 36'-6 7.237 24.908 Total(Pt) Route 4 3003 9-0 5.6 25.39 1 (See Notes) 1-6 120 20.552 Route ..... Sprinkler, E(2-0), P0(5-0), fd(28-0) 35-0 0.202311 -2.439 3103 14-7% 25.39 1.0490 36-6 7.384 25.498 Total(Pt) Route 5 I M.E.P.CAD, Inc. AutoSPRINK 201E 04.4.5.0 3 6/17/2021 6:46:28AM Page 4 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 3 6/17/2021 6:46:28AM Page 5 AutoSPRlNK 2018 v14.4.5.0 I ,©M.E.P.CAD, Inc. Pipe Information Node 1 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 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3009 9-0 5.6 25.41 1 (See Notes) 1'6 J 120 20.593 Route ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.202678 -2.439 3109 14-7% 25.41 1.0490 36'-6 7.398 25.552 Total(Pt) Route 6 3004 9-0 5.6 26.05 1 (See Notes) 1'6 T 120 21.639 Route ..... Sprinkler, E(2-0), P0(5-0), fd(28'-O) 36-0 1 0.212188 -2.439 3104 14-7% 26.05 1.0490 36'-6 7.745 26.945 Total(Pt) Route 7 3010 9-0 5.6 26.08 i (See Notes) 1-6 120 21.681 Route ..... Sprinkler, E(2'-O), P0(5'-0), fd(28-0) 35-0 I 0.212571 -2.439 3110 14-7% 26.08 1.0490 36-6 7.759 27.002 Total(Pt) Route 8 3013 9-0 5.6 27.21 1 (See Notes) -- 1-6 120 23.609 Route ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.229997 -2.439 3113 14-7% - 27.21 1.0490 36'-6 8.395 3113 14-7% - - - - - - 1% 91-0 120 29.565 - 0.023074 3114 14-7% 2721 1.6820 9-0 0.208 3114 14-7% 27.30 1% 9'-6 120 29.773 Flow (q) from Route 12 0.083437 3115 14-7% 54.51 1.6820 9'-6 0.793 3115 14-7% 27.64 11/2 10-0 120 30.566 - Flow (q) from Route 13 0.178200 3116 14-7% 82.15 1.6820 10-0 1.782 3116 14-7% 28.39 1% (See Notes) 2'41/2 120 32.348 Flow (q) from Route 14 T(9'-11) 9-11 0.308607 304 14-7% 110.54 1.6820 12-3% 3.788 304 14-7% 29.74 11/2 (See Notes) 01 0 120 36.136 Flow (q) from Route 17 P0(9-11) 9-11 0.479546 0.289 305 13-11% 140.28 1.6820 9-11 4.747 41.172 Total(Pt) Route 9 I I I I I I I - I I - I Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 3005 9-0 5.6 27.22 1 (See Notes) 1-6 120 23.622 •••• Route 1O ..... Sprinkler, E(2'-o), PO(5'-O), fd(28'-O) 35-0 0.230109 -2.439 3105 14-7% 27.22 1.0490 36-6 8.399 29.582 Total(Pt) Route 10 3011 9-0 5.6 27.24 1 (See Notes) F 1-6 120 23.667 Route 11 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-o) 36-0 0.230523 -2.439 3111 14-7% 27.24 1.0490 36-6 8.414 29.643 Total(Pt) Route 11 - - 9-0 - - 5.6 - 27.30 1 (See Notes) I 1-6 120 23.765 Route 12 ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.231405 -2.439 3114 14-7% 27.30 1.0490 36'-6 8.446 29.773 Total(Pt) Route 12 3015 9-0 5.6 27.64 1 (See Notes) J 1'-6 120 24.362 Route 13 ..... Sprinkler, E(2'-O), PO(5'-O), fd(28'-O) I 35-0 0.236774 -2.439 3115 14-7% 27.64 1.0490 36'-6 8.642 30.566 Total(Pt) Route- 3 3016 9-0 5.6 28.39 1 (See Notes) 1'-6 120 25.704 Route 14 .. .. Sprinkler, E(2'-O), P0(5'-0),fd(28'-O) 35-0 0.248818 36-6 -2.439 3116 14-7% -28.39 1.0490 9.082 32.348 Total(Pt) Route 14 3006 - 9-0 5.6 29.13 ____________ 1 (See Notes) 1-6 120 27.060 Route 15 ..... Sprinkler, E(2'-o), P0(5-0), fd(28'-O) 35-0 0.260930 -2.439 3106 147h/2 29.13 ________ 1.0490 36'-6 9.524 3106 14-71/2 1% (See Notes) 7'7% 120 34.145 T(9--1 1) 91-11 0.026178 300 14-7% 29.13 1.6820 17-61/2 0.459 34.604 Total(Pt) Route 15 3012 9-0 5.6 29.16 1 (See Notes) 1-6 120 27.112 Route 16..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.261396 -2.439 3112 14-7% 29.16 1.0490 36-6 9.541 3112 14-71/2 11/2 (See Notes) 7-71/2 120 34.214 T(9'-11) 9-11 0.026224 302 14-71/2 29.16 1.6820 17-6% 0.460 , © M.E.P.CAD, inc. J11 AutoSPRiNK 2018 v1 4.4.5.0 3 6/17/2021 6:46:28AM Page 6 326 ,©M.E.P.CAD, Inc. 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 a n9g'v "'• Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) _________________ Friction(Pf) 34.674 J Total(Pt) Route 16 3017 9-0 5.6 29.74 1 (See Notes) 1'6 120 28.202 Route ll..... Sprinkler, E(2'-O), P0(5-0), fd(28'-0) 35-0 0.271106 -2.439 3117 14-7% 29.74 1.0490 36-6 9.895 3117 14-7% 11/z (See Notes) 7'7% 120 35.659 T(9'-11) 9-11 0.027198 304 14.71/2 29.74 1.6820 17-6% 0.477 36.136 Total(Pt) Route 17 47 -3-0 8 (See Notes) 10-0 140 68.016 Route 18 ..... 2E(30'-6%), BFP(-14.221), LtE (22-0%) 83'-l% 0.000334 49 -3-0 221.03 8.3900 93-1% 14.252 ....49 30 - 8 (See Notes) 19'8 140 82.268 1(36-8), C(36'-8) 0.000540 51 -3-0 221.03 7.6000 93-0% 0.050 51 -3-0 12 (See Notes) 132'g% 140 82.318 2T(67'-11%), C(67'-ll%) 203-10 0.000050 - - -3-0 .183.85 fl.5500 336-7% 0.017 82.335 Total(Pt) Route 18 333 13-11% . . .....26.67 1Y (See Notes) 167'8% 120 52.378 Route 19 ..... Flow (q) from Route 38 T(9'-11), P0(9-11) 19-9% 0.022239 -0.289 334 14-7% 26.67 1.6820 187-6 4.170 334 14-7% - 4 11-6 120 56.259 -. 0.000241 332 14.71/2 26.67 4.2600 11-6 0.003 332 14.71/2 26.84 4 11'-G 120 56.262 Flow (q) from Route 20 0.000873 330 14-7% 53.51 4.2600 11'-6 0.010 330 14-7% 26.48 4 12-0 120 56.272 Flow (q) from Route 22 0.001837 328 14-7% 79.99 4.2600 12-0 0.022 328 14-7% 26.82 4 12-0 120 56.294 Flow (q) from Route 21 E-O 0.003136 14-7%106.81 4.2600 0.038 Pfil AutoSPRINK 2018 v14.4.5.0 3 6/17/2021 6:46:28AM Page 7 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 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 ra+yg yI•9 Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) _________________ Friction(Pf) _______ 326 ____________ 14-7% _______ ____________ 27.39 _________ 4 _________ __________ 12'-0 _____________ 120 ________________ 56.332 Flow (q) from Route 24 0.004783 324 1471/2 134.19 4.2600 12-0 0.057 324 1471/2 28.24 4 12-0 120 56.389 Flow (q) from Route 23 0.006810 322 14-7% 162.43 4.2600 12'-O 0.082 322 1471/2 29.41 4 12'-0 120 56.471 Flow (q) from Route 27 0.009266 320 14-7% 191.84 4.2600 12-0 0.111 320 14-7% 30.95 4 12-0 120 56.582 Flow (q) from Route 25 0.012220 318 14-7% 222.80 4.2600 12-0 0.147 318 14-71/2 32.89 4 (See Notes) 4'6 120 56.728 Flow (q) from Route 28 fl(21-1) 21-1 0.015764 0.000 335 14-7% 255.68 4.2600 25-7 0.403 57.131 Total(Pt) Route 19 331 13-11% 11/2 - (See Notes) - 167-8% 120 52.332 Route 20 ..... T(9-11), P0(9-11) 19-9% 0.022499 -0.289 332 14-7% ieo 187-6 4.219 56.262 Total(Pt) Route 20 327 13'-111/2 106.81 1% (See Notes) 16781/2 120 52.149 Route 21 ..... P0(9-i1), Flow (q) from Route 37 T(9'-11), P0(9-I1) 29-81/2 __________ 0.022459 -0.289 _______________ 328 14-7% 26.82 1.6820 197-5 4.434 56.294 Total(Pt) Route 21 327 13-11% 106.81 3 12-0 120 52.149 Route 22 ..... Flow (q) from Route 37 0.006759 329 13-11% 79.99 3.2600 12-0 0.081 329 13-11% 11/2 (See Notes) 167'8V2 120 52.230 P0(9-il) T(9'-11), P0(9-11) 29-8% 0.021937 -0.289 330 14-7% 26.48 1.6820 197-5 4.331 56.272 Total(Pt) Route 22 I & © M.E.P.CAD, Inc. Fill AutoSPRINK 2018 v14.4.5.0 3 6/17/2021 6:46:28AM Page 8 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 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) 323 13111/2 162.43 1% (See Notes) 167-81/2 120 51.800 Route 23 ..... P0(9-I1), Flow (q) from Route 26 T(9'-ll), P0(9-I1) 2981/2 0.024712 -0.289 324 14- 7% 28.24 1.6820 197-5 ___________ 4.878 56.389 Total(Pt) Route 23 323 13-111/2 162.43 3 12-0 120 51.800 Route 24 ..... Flow (q) from Route 26 0.017603 325 13111/z 134.19 3.2600 12-0 0.211 325 13111/2 1% (See Notes) 167'81h 120 52.011 P0(9-lI) T(9-11), Pop'-11) 298h /2 0.023352 -0.289 326 14'-7% 27.39 1.6820 197- 5 4.610 56.332 Total(Pt) Route 24 .319_ _j3j11/2 _ __222.80 11/2 (See Notes) I 167-8% 120 51.090 Route 25 ..... P0(9-I1), Flow (q) from Route 36 T(9--11), P0(9-il) 2981/2 0.029286 -0.289 320 14-7% 30.95 1.6820 197-5 ______________ 5.781 56.582 Total(Pt) jRoute 25 319 13-11% - 222.80 3 - 12'-0 120 51.090 ••••• Route 26•"•• Flow (q) from Route 36 0.034099 321 13-111/2 191.84 3.2600 12-0 0.409 321 13-11% 3 12-0 120 51.499 0.025062 323 13-111/2 162.43 3.2600 12-0 0.301 51.800 Total(Pt) Route 26 321 13-11% 1% (See Notes) j I 167'8% 120 51.499 Route 27 ..... P0(9-11) T(9'-11), P0(9-11) [ 29-8% 0.026650 -0.289 322 14-7% 29.41 1.6820 197'-5 5.261 56.471 Total(Pt) Route 27 317 13'-11% 11/2 (See Notes) 167-8% 120 50.550 Route 28 ..... P0(9-ii) T(9-11), PO(9'-11) 29-8% 0.032762 -0.289 318 14-7% 32.89 1.6820 197-5 6.467 56.728 Total(Pt) Route 28 313 13-11% 327.83 1% (See Notes) 167-8% 120 48.971 Route 29 ..... P0(9-11), Flow (q) from Route 35 T(9'-11), P0(9-11) 29-8 % 0.040920 -0.289 314 14-7% 37.09 1.6820 197'-5 8.078 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 3 6/17/2021 6:46:28AM Page 9 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 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 valus. __ j 4 vg Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) _______________ Friction(Pf) 56.760 J Total(Pt) Route 29 313 13'-11'/2 327.83 3 12-0 120 48.971 Route 30 ..... Flow (q) from Route 35 315 13-111/2 290.74 3.2600 0.073582 12'-O 0.883 315 13-11% 1% (See Notes) 167'-8% 120 49.854 P0(9-11) 29-8% -0.289 316 14-71/2 35.06 1.6820 0.036875 T(9'-11), P0(9-li) 197-5 7.279 56.844 Total(Pt) Route 30 I - 309 - 13-11% -- 1% (See Notes) 167'-8% 120 46.507 Route 31•'•• P0(9-11) 29-8% -0.289 310 14-7% 42.65 1.6820 0.053000 T(9-11), P0(9-11) 197'-5 10.463 I-- .._310._. 14'-7Y2 - 46M8 4 12-0 120 56.680 Flow (q) from Route 32 312 14-7% 88.74 4.2600 0.002225 12-0 0.027 56.707 Total(Pt) Route 31 306 _J311%_ 1% (See Notes) 167-8% 120 44.889 Route 32 ..... P0(9-11) 29-8% -0.289 308 14-7% - 46.08 1.6820 0.061155 T(9'-11), P0(9-I1) 197-5 12.072 308 14-7% 4 12-0 120 56.672 0.000662 - 310 14-7% 46.08 4.2600 1'-0 0.008 56.680 Total(Pt) Route 32 10 -3-0 8 (See Notes) 3-0 140 67.947 Route 33 ..... 2T(36'-8), Gauge 9, C(36-8) 123'-8 47 4-0 221.03 7.6000 0.000540 LtE(13-7%) 126-8 0.068 68.016 Total(Pt) Route 33 4 -3-0 216.01 12 (See Notes) 84-3% 140 82.318 34 ..... Flow (q) from Route 1 135'-lO% 51 -3-0 19.15 il.5500 0.000001 T(67-11%), C(67'-ll%) 220-2 0.000 51 -3-0 183.85 12 (See Notes) 595'3 140 82.318 .Route Flow (q) from Route 18 110-11% 5 -3-0 56.32 11.5500 0.000006 2EE(14'-8%), 2P1V(6'-g%), T(6 7-11%) 706-2% 0.004 ©M.E.P.CAD, Inc. Pill AutoSPRlNK20i8v14.4.5.0 . 3 6/17/2021 6:46:28AM Page 10 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Date: 6/17/2021 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 S Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 5 -3-0 16 (See Notes) 46251/2 140 82.322 2EE(26-6Y2), 2T(109'-2%) 271-6 0.000001 6 4-0 56.32 15.5000 733-11 0.001 6 4-0 12 (See Notes) 1738'-3% 140 82.323 2PlV(6-91/2), EE(14'-81h), 2Ee2 (14-8Y4, 6LtE(20'-4V4, 2T(67- 11%), C(67'-11 Y2) 383'-10'/2 0.000006 3 4-0 ______ 56.32 11.5500 2122-2 0.012 82.335 Total(Pt) Route 34 311 13111/2 39.62 3 12-0 120 47.868 Route 35 ..... Flow (q) from Route 1 0.091881 313 13-11% 327.83 3.2600 12'-O 1.103 48.971 Total(Pt) Route-35 315 1311h/2 35.06 3 12-0 120 49.854 Route 36 ..... Flow (q) from Route 30 0.058014 317 13-1112 255.68 3.2600 12-0 0.696 17 131i/ - - 32.89 3 12'0 120 50.550 -- Flow (q) from Route 28 - 0.044969 319 13'-11Y2 O 222O3.2600 12'-O 0.540 51.090 Total(Pt) Route 36 325 13'11% - 27.39 3 :: 12'-O 120 52.011 "" Route 37"" - Flow (q) from Route 24 0.011540 327 13'-11% 106.81 3.2600 12-0 0.138 52.149 Total(Pt) Route 37 329 13-11% 26.48 3 (See Notes) 11-6 120 52.230 Route 38 ..... Flow (q) from Route 22 P0(20-2) 20-2 0.003213 331 13111/2 53.51 3.2600 31-8 0.102 331 13111/2 3 (See Notes) 11'6 120 52.332 P0(20-2) P0(20-2) 40'-4 0.000886 333 13-11% - 26.67 3.2600 51'-lO 0.046 52.378 Total(Pt) Route 38 M.E.P.CAD, Inc. R11 AutoSPRlNK2018v14.4.5.O 3 6/17/2021 6:46:28AM Page 11 Job Name: QUIDEL RUTHERFORD Remote Area Number: 3 Equivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter J Date: 6/17/2021 Value Multiplier Value Of 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve AngV Angle Valve BFP Backflow Preventer cplg Coupling DelV Deluge Valve EE 45° Elbow Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo I I I I I I I I I I I f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3 6/17/2021 6:46:28AM Page 12 Hydraulic Graph Job Name: QUIDEL RUTHERFORD N 1.85 Remote Area Number: 3 Date: 6/17/2021 100 L Water Supply :-:Static tic Pressure ummary Sheet '/06i8c92.372 90 Node: I 750.00 c 85.500 456.18 80.561 80- 70616 with Hose Allowance at Source 70- 60- 85 0. 50- (0 (0 CL S stem demand curve 40- 30- 20- a- l)I.l.LLI.I.I_IIIIIIIIII 111111111 11111111 IllIllIll 111111111 11111 III III 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 2018 04.4.5.0 6/17/2021 6:45:51AM Page 1 — — -- — — — --- Hydraulic Calculations - for Project Name: QUIDEL RUTHERFORD Location: 2285 RUTHERFORD RD., CARLSBAD, CA 92008, Drawing Name: Quidel Rutherford 1St Fl, Cold Dry Room Under Mezz Design Remote Area Number: 4 Occupancy Classification: Ordinary Group II Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1607.64ft2) Coverage per Sprinkler: 130.00ft2 I Type of sprinklers calculated: Pendent No. of sprinklers calculated: 14 P in-rack Demand: N/Agpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: I Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 627.19 @ 61.886 Type of System: Wet Grid Volume of Dry or PreAction System: N/A I Name of Contractor: WESTERN FIRE PROTECTION Address: 13630 DANIELSON ST., POWAY, CA 92064 Phone Number: (858) 513-4949 I Name of designer: Karen Strother Authority Having Jurisdiction: CITY OF CARLSBAD, CA. p Notes: Automatic peaking results Left: N/A Right: N/A I I I I I I I I © M.E.P.CAD, Inc. ?111 AutoSPRINK 2018 04.4.5.0 4 Calculation Date: 6/17/2021 Allowance at Source 6/17/2021 6:48:01AM Page 1 Hydraulic Summary Job Number: 21-2135-03 - Under New Mezz. #4 Renort Destcrintion Ordinary Ornijo II 141 Job Job Number 1 Design Engineer 21-2135-03 Karen Strother Job Name- State c otlomlUoaoee Number QUIDEL RUTHERFORD #588039 Add.. I i Doll 2285 RUTHERFORD RD. CITY OF CARLSBAD, CA. Md. so2 Job SOelSurtdrng CARLSBAD, CA 92008 EXIST. WAREHOUSE Address 3 Dmooitflg Name Quidel Rutherford-1st Fl_Cold_Dry Room Under Mezz System Remote Area(s) Most Demanding Sprinkle, Data 1 000upeney Job Suffix 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Under New Mezz. #4 HOgS Hdocoanee At Dooms Density Area of Application 250.00 0.200gpm/ft° 1500.00ft° (Actual 1607.64ft°) Additional Hoes CoppIce Number Of Sprtltklnre Calculated Coverage Per Sprinkler Node Flow(gpm) 14 130.00ft2 AutoPeak Results: Pressure For Remote Weo(s) AdjaoentTo Most Remote Area Total Hose Streams 250.00 Sectors Flow Demand Total Water Required (IeoJcdirg Hone Allowance) 377.19 627.19 Molomum Pressure Unbalance In Loops 0.000 Masimuer Vel000y Above Ground 19.22 between nodes 404 and 403 McnJarum Velocity Under Ground 4.74 between nodes 2 and 3 Volume capacity of Wet Pipes Volume capacity Of Dry Pipes 22726.01gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin - Node Name - (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 250.00 92.700 85.500 I 3750.00 92.437 627.19 61.886 30.551 Contractor Conbeolor, Number 21-2135-03 Contact Name KAREN STROTHER Contact roe LEAD DESIGN/PM Name of Contractor WESTERN FIRE PROTECTION Phone (858) 513-4949 Eotenslon 1303 Address 1 13630 DANIELSON ST. FAX (858) 513-1322 Address 2 POWAY, CA 92064 E-mail kstrother@westernfireprotection.com Address 3 Web-SIte https://westernfireprotection.com/ ,@ M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 6/17/2021 6:47:42AM Page 1 I I 11 Ii I I I I I I I I I I I I I I I Job Number: 21-2135-03 - Under New Mezz. #4 Renort Deserintion Ordinary C,rotjn II (41 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) t Sprinkler 4001 26.00 26.00 5.6 21.556 Sprinkler 4002 26.10 26.00 5.6 21.715 Sprinkler 4003 26.44 26.00 5.6 22.292 Sprinkler 4004 27.20 26.00 5.6 23.587 Sprinkler 4005 27.30 26.00 5.6 23.761 Sprinkler 4006 26.02 26.00 5.6 21.590 Sprinkler 4007 26.12 26.00 5.6 21.749 Sprinkler 4008 26.46 26.00 5.6 22.327 Sprinkler 4009 27.22 26.00 5.6 23.624 Sprinkler 4010 27.32 26.00 5.6 23.798 Sprinkler 4011 27.60 26.00 5.6 24.287 Sprinkler 4012 27.70 26.00 5.6 24.465 Sprinkler 4013 27.81 1 26.00 5.6 24.666 Sprinkler 4014 27.91 26.00 5.6 24.847 c? Most Demanding Sprinkler Data I & ©M.E.P.CAD, Inc. - -- AutoSPRlNK2018v14.4.5.0 6/17/2021 6:48:28AM Page 1 ffillSummary Of Outfiowing Devices I I I I I I I I I I I I I I I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 92.700 85.500 1 3750.00 92.437 627.19 61.886 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 320 14-7% 39.606 321 13111/2 39.670 322 14-7% 39.601 323 13-111/2 39.682 324 14-7% 39.598 325 13-11% 39.691 326 14'-7% 39.595 327 13-11% 39.697 328 14-7% 39.594 329 13-111/2 39.700 330 14'-7% 39.593 331 13-11% 39.705 332 14-7% 39.592 333 13-111/2 39.707 334 14-7% 39.592 335 14'-7% 39.629 336 12'-2 41.619 337 12-2 42.066 338 2-0 47.031 &© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:48:42AM Pafle 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 339 2-0 47,054 340 4-0 49.246 401 14'-7% 30.756 402 13-11% 35.350 403 1471/2 30.806 404 13-11% 35.406 405 14-7% 32.240 406 13-11% 35.610 407 14-7% 38.618 4101 14-7% 26.835 4102 14'-71/2 27.047 4103 14-7% 27.814 4104 14-7% 29.537 4105 14-7% 29.767 4106 1471/2 26.880 4107 14-7% 27.092 4108 14-7% 27.860 4109 14-7% 29.585 4110 14-71/2 29.816 4111 14-7% 30.466 4112 14-71/2 30.703 4113 14-7% 30.969 4114 14-7% 31.209 V©M.E.P.CAD, Inc. ]AutoSPRINK2018v14.4.5.0 6/17/2021 6:48:42AM Page 2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2-0 Supply 61.886 377.19 4001 9-0 Sprinkler 21.556 26.00 4002 9-0 Sprinkler 21.715 26.10 4003 91-0 Sprinkler 22.292 26.44 4004 9-0 Sprinkler 23.587 27.20 4005 9-0 Sprinkler 23.761 27.30 4006 9-0 Sprinkler 21.590 26.02 4007 9-0 Sprinkler 21.749 26.12 4008 9-0 Sprinkler 22.327 26.46 4009 91-0 Sprinkler 23.624 27.22 4010 9-0 Sprinkler 23.798 27.32 4011 91-0 Sprinkler 24.287 27.60 4012 9-0 Sprinkler 24.465 27.70 4013 9-0 Sprinkler 24.666 27.81 4014 9-0 Sprinkler 24.847 27.91 2 4-0 64.035 3 -3-0 63.776 4 4-0 63.764 5 4-0 63.767 6 4-0 63.768 7 4-0 63.744 8 4-0 49.546 9 4-0 49.534 1&©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2021 6:48:42AM Paie3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 10 4-0 49.504 11 4-0 49.365 47 4-0 49.552 49 4-0 63.729 51 4-0 63.764 306 13-11% 39.560 307 13111/2 39.560 308 14-7% 38.630 309 13-111/2 39.561 310 14-71/2 38.628 311 13-11% 39.567 312 14-7% 38.622 313 13-11% 39.580 314 14-7% 38.619 315 13-11% 39.601 316 14-7% 38.902 317 13-111/2 39.630 318 14-7% 39.612 319 13-11% 39.653 1&©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 6:48:42AM Paqe4 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 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 FittlnglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as p __pg.+iy _______________ Fitting (Foot) Pf Friction Loss Per Unit (psi) _ Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 4001 9-0 5.6 26.00 1 (See Notes) 1-6 120 21.556 "" Route l..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.211435 -2.439 4101 14-7% 26.00 1.0490 36'-6 7.717 4101 14-7% 1% 10-0 120 26.835 0.021212 4102 1471/z 26.00 1.6820 10-0 0.212 4102 14-7% 26.10 11/2 10-0 120 27.047 Flow (q) from Route 3 0.076730 4103 1471/z 52.10 1.6820 10-0 0.767 4103 14-7% 26.44 1% (See Notes) - 8'O% 120 27.814 Flow (q) from Route 5 1(9-11) 9-11 0.163968 401 14-71/2 78.54 1.6820 17-11% 2.942 401 14-71/2 54.49 11/2 (See Notes) 01 0 120 30.756 Flow (q) from Route 7 PO(9'-ll) 9-11 0.434703 0.290 402 13-11% 133.03 1.6820 9-11 4.303 - 402 - 13-11% 4 12-0 120 35.350 0.004707 .404 13-11% ....133.03 4.2600 12-0 0.056 404 - 13-11% 133.13 ... 4 . -- 12-0 120 35.406 Flow (q)from Route 406 1311h/2 266.17 4.2600 12-0 0.204 406 .13-11% 111.02 4 (See Notes) 62'11% 120 35.610 Flow (q) from Route 11 fE(8'-l1%), E(8'-ll%), fT(21'-1) 38'-11'/2 0.032364 -0.290 407 14-7% 377.19 4.2600 101-11 3.299 407 14-7% 4 10-8% 120 38.618 0.026501 316 14-7% 338.56 4.2600 10-8% 0.284 316 14-7% 4 (See Notes) 7'-6 120 38.902 fT(21'-l) 21-1 0.025439 0.000 335 14-7% 331.16 4.2600 28-7 0.727 335 14-71/2 46.03 4 (See Notes) 2'-51/2 120 39.629 Flow (q) from Route 16 P0(26-4) 26-4 0.032364 1.059 336 12-2 377.19 4.2600 28'-g% 0.931 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4 6/17/2021 6:48:58AM Page 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 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) Pt Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Eiev 2 (Foot) Total Flow Actual ID Total (Foot) ________________ Friction(Pf) 336 12-2 6 (See Notes) 84'-5 120 41.619 M(12'-7),'-7), T.O.R. 12-7 0.004607 0.000 337 12-2 377.19 6.3570 96'-111/2 0.447 337 12-2 6 (See Notes) 91 10 120 42.066 f(-0.000), CV(40'-3), BV(12'-7), 2fE(12-7), fT(31'-5) 109'-4/2 0.004607 4.416 338 2-0 377.19 6.3570 119-3 0.549 338 2-0 8 (See Notes) 27h/2 120 47.031 LtE(15'-3) 15-3 0.001295 339 2-0 377.19 8.2490 17-11 0.023 339 2-0 8 (See Notes) 5'O 140 47.054 LtE(20'-3%) 20'-3% 0.000974 2.168 340 -3-0 377.19 8.2490 25'-3Y2 0.025 340 4-0 8 (See Notes) 4'51j 140 49.246 PIV(4'-21/2), T(36'-8), Gauge 10 ,C(36'-8) 7761,4 0.001452 0.000 - 11 3'0 : 37719 7.6000 8201/2 0.119 11 30_ - - 8 (See Notes) 952h/2 140 49.365 Gauge 9 - -- 0.001452 10 3'-0 377.19 7.6000 95'-2% 0.138 10 - -3-0 - 8 (See Notes) 84'3% 150 49.504 - LtE(19'-7'/2) 197h/2 0.000296 9 -3-0 194.44 7.9800 103-11 0.031 9 -3-0 8 (See Notes) 13'-0 140 49.534 LtE(13'-71,4) 13'-7V2 0.000426 8 4-0 194.44 7.6000 2671,4 0.011 8 4-0 8 (See Notes) 101 0 140 49.546 2E(30'-6V2), BFP(-14.174), LtE (22-01/2) 83'-1V2 0.000263 7 4-0 -- - 194.44 8.3900 93-1 V2 14.199 7 4-0 8 (See Notes) 9'8 140 63.744 1(36-8) 36'-8 0.000426 4 -3-0 194.44 7.6000 46'-4 0.020 4 4-0 12 (See Notes) 48'6 140 63.764 2T(67'-ll2T(67'-11Y2), C(67-11%) 203-10 0.000047 3 4-0 178.60 11.5500 252'-3V2 0.012 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 4 6/17/2021 6:48:58AM Page 2 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 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) 3 4-0 152.02 + 46.57 6 (See Notes) 174h/2 140 63.776 Flow (q) from Route 15 and 32 3LtE(8'-lO) 26-6% 0.005893 2 -3-0 377.19 5.7000 43-11 ______________ 0.259 2 4-0 6 (See Notes) 51 0 140 64.035 Water Supply 0.003676 -2.168 1 2-0 377.19 6.2800 5-0 0.018 250.00 61.886 Hose Allowance At Source Total(Pt) Route I 1 627.19 4006 9-0 5.6 26.02 1 (See Notes) 1'6 120 21.590 "" Route 2••••• Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35'-O 0.211740 -2.439 4106 14-7% 26.02 1.0490 36'-6 7.728 4106 14-71/2 10-0 120 26.880 0.021243 4107 147h/2 26.02 1.6820 10-0 0.212 4107 _i47h/2 2612 101-0 120 27.092 Flow (q) from Route 4 0.076841 4108 14-71/2 52.14 1.6820 10-0 0.768 4108 1471/2 26.46 11/2 (See Notes) 8'01/2 120 27.860 Flow (q) from Route 6 91-11 403 14-7% 78.60 1.6820 17-11% 0.164204 T(9'-11) 2.946 403 147h/2 - 5454 1% (See Notes) 0'O 120 30.806 Flow (q) from Route 8 Po(9'11) 0.435327 "9--11 4.310 0.290 404 13'-11% 133.13 1.6820 35.406 Total(Pt) Route 2 4002 9-0 5.6 26.10 1 (See Notes) i'-6 120 21.715 ••••• Route 3•"•• Sprinkler, E(2-0), P0(5-0), fd(28'-O) 36-0 0.212881 -2.439 4102 14-7% 26.10 1.0490 36-6 7.770 27.047 Total(Pt) Route 3 4007 9-0 5.6 26.12 1 (See Notes) 1-6 120 21.749 Route ..... Sprinkler, E(2'-O), PO(5'-0), fd(28'-O) 35-0 0.213187 -2.439 4107 14-7% 26.12 1.0490 36-6 7.781 27.092 Total(Pt) Route 4 ,© M.E.P.CAD, Inc. ?III 2018 04.4.5.0 4 6/17/2021 6:48:58AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Pipe Information Node I Eiev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a nepav value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) ________________ Friction(Pf) 4003 9-0 5.6 26.44 1 (See Notes) 1-6 120 22.292 •••• Route 5'"• Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.218104 -2.439 4103 147h/2 26.44 1.0490 36'-6 7.961 27.814 Total(Pt) Route 5 4008 9-0 5.6 26.46 1 (See Notes) 1-6 120 22.327 "" Route 6 ..... Sprinkler, E(2-0), 1`0(5-0), fd(28'-O) 35-0 0.218418 -2.439 4108 1471/2 26.46 1.0490 36'-6 7.972 27.860 Total(Pt) Route 6 4004 91-0 5.6 _27.20 i (See Notes) 1-6 120 23.587 Route ..... Sprinkler, E(2'-O), P0(5-0), fd(28'-O) 35-0 0.229803 -2.439 4104 14-7% 27.20 1.0490 36-6 8.388 4104 - 14'-7%_ 11/2 10-0 120 29.537 0.023055 4105 14-71/2 27.20 1.6820 10-0 0.231 ..105 1471/2 1% (See Notes) 1-11%120 29.767 Flow (q) from Route 9 T(9'-1 1) 91-11 0.083395 401 14-7% -27.30 54.49 1.6820 0.989 30.756 Total(Pt) Route 7 4009 91-0 5.6 27.22 - - (See Notes) 1-6 120 23.624 ••"• Route 8•••• P _----- E(2'-O), P0(5-0), fd(28'-O) 35-0 0.2301 32 -2.439 4109 14-7% 27.22 1.0490 36-6 8.400 4109 i47h/z 1% 10-0 120 29.585 0.023088 4110 14-7% 27.22 1.6820 10-0 0.231 4110 14-7% 27.32 11/2 (See Notes) 1111/z 120 29.816 Flow (q) from Route 10 T(9'-11) 9-11 0.083514 403 14-7% 54.54 1.6820 11-10% 0.990 30.806 Total(Pt) Route 8 4005 9-0 5.6 27.30 1 (See Notes) I l'-6 120 23.761 Route 9 ..... Sprinkler, E(2-0), P0(5-0), fd(28-U) 35-0 0.231366 -2.439 4105 14-7% 27.30 1.0490 36-6 8.445 29.767 Total(Pt) Route 9 U M.E.P.CAD, Inc. 4 6/17/2021 6:48:58AM Page 4 AutoSPRINK 2018 04.4.5.0 (See Notes) 1.0490 1/2 1.6820 1% (See Notes) 1.6820 - 1% (See Notes) 1.6820 1-6 35-0 36-6 10,-a 10,-0 80h/2 9-11 17'-111A 0,-a 9-11 9-11 120 0.236099 120 0.023686 120 0.085679 120 0.311096 - (See 1-6 120 Notes) 35-0 1.0490 36-6 0.237702 (See Notes) 1.0490 1% 1.6820 1% (See Notes) 1.6820 V-6 35-0 36'-6 10,-0 120 0.239504 120 0.024028 120 0.086914 Date: 6/17/2021 Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, Eiev(Pe) when applicable, are added Friction(Pt) directly to (Pf) and shown as 23.798 Route 10 ..... Sprinkler, -2.439 E(2'-O), P0(5-0), fd(28-0) 8.457 29.816 Total(Pt) Route 10 24.287 Route 11 ..... Sprinkler, -2.439 E(2'-O), P0(6-0), fd(28'-O) 8.618 30.466 0.237 30.703 Flow (q) from Route 12 1.537 32.240 Flow (q) from Route 13 P0(9-il) 0.290 3.080 35.610 Total(Pt) Route 11 24.465 Route 12 ..... Sprinkier,-.. -. E(2-0), P0(5-0), fd(28'-O) - -2.439 8.676 30.703 Total(Pt) Route 12 24.666 Route 13 ..... Sprinkler, E(2'-O), P0(5-0), fd(28-0) -2.439 8.742 30.969 0.240 31.209 Flow (q) from Route 14 1.031 32.240 Total(Pt) Route 13 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 • ___ ______ ___ ______ Pipe Information Elev I Flow added Fittings & Length C Factor (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting Node I (q) Pt Friction Eiev 2 Total Flow Equiv. (Foot) Loss Per Unit Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) I (Foot) 4010 9-0 5.6 27.32 I (See 1'6 120 35'-0 0.231697 Notes) 4110 14-7% 27.32 1.0490 36-6 I 4011 9-0 5.6 27.60 4111 14-7A 27.60 14-7% 4111 4112 1471/2 27.60 1471,4 -_ 27.70 4112 405 14-7A 55.30 405 14-7A 55.73 13-111/2 111.02 406 - _4012._ __ -5.6- _..27.70 4112 14-7% 27.70 4013 9-0 5.6 27.81 I 4113 14-7% 27.81 4113 14-TA 4114 14-7% 27.81 4114 14-7% 27.91 405 14-7% 55.73 I ,© ME.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4 6/17/2021 6:48:58AM Page 5 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 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) 4014 9-0 5.6 27.91 1 (See Notes) 1-6 120 24.847 ••"• Route 14 ..... Sprinkler, E(2-0), P0(5-0), fd(28-0) 35-0 0.241129 -2.439 4114 14-7% 27.91 1.0490 36-6 8.801 31 .209 Total(Pt) Route 14 47 -3-0 8 (See Notes) 101-0 140 49.552 Route 15 ..... 2E(30'-6%), BFP(-14.155), LtE (22-0%) 83-1% 0.000235 49 4-0 182.75 8.3900 93-1% 14.177 49 4-0 8 (See Notes) 19'8 140 63.729 1(36-8), C(36-8) 7341/ 0.000380 51 -3-0 - 182.75 7.6000 93-0% 0.035 51 . -3-0 12 (See Notes) 13291/2 140 63.764 21(67-11%), C(67-11%) 203-10 0.000035 - 3 -3-0 - 152.02 11.5500 33671/2 0.012 63.776 Total(Pt) Route 15 333 13-11/ . 4.80 1% (See Notes) - 167-81/2 120 39.707 ••"• Route 16 ......- Flow (q) from Route 40 T(9'-11), P0(9-il) 19-9% 0.000932 . -0.289 - 334 14-7% 4.80 1.6820 187-6 0.175 _334.. J74_. 4 11-6 120 39.592 0.000010 332 14-7% 4.80 4.2600 11-6 0.000 332 14-7% 4.83 11-6 120 39.592 Flow (q) from Route 17 0.000037 330 14-7% 9.63 4.2600 11-6 0.000 330 14-7% 4.77 12-0 120 39.593 Flow (q) from Route 19 0.000077 328 14-71/2 14.40 4.2600 12-0 0.001 328 14-7% 4.83 4 12'-O 120 39.594 Flow (q) from Route 18 0.000131 326 14-7% 19.23 4.2600 12-0 0.002 326 14-7% 12-0 120 39.595 Flow (q) from Route 21 0.000200 324 14-7% 24.16 4.2600 12-0 0.002 (,©M.E.P.CAD, Inc. AutoSPRlNK2018vl4.4.5.0 4 6/17/2021 6:48:58AM Page 6 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fitting s & 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) 324 14-7% 5.08 4 12-0 120 39.598 Flow (q) from Route 20 0.000285 322 147h/2 29.24 4.2600 12-0 0.003 322 14-7% 5.29 4 12-0 120 39.601 Flow (q) from Route 24 0.000388 320 14-7% 34.54 4.2600 12-0 0.005 320 14-7% 557 4 12-0 120 39.606 Flow (q) from Route 22 0.000512 318 147h/2 40.11 4.2600 12-0 0.006 318 14-71/2 5.92 4 (See Notes) - 4'-6 120 39.612 Flow (q) from Route 25 fl(21'-l) 21-1 0.000661 0.000 335 14-71/2 46.03 4.2600 25-7 0.017 39.629 Total(Pt) Route 16 331- 13'-11% 1% (See Notes) - 167'-81/2 120 39.705 ••••• Route 17 ..... T(9'-11), PO(9'-ll) 19'-9% 0.000943 -0.289 332 14-71/2 - 4.83 1.6820 187-6 0.177 39.592 Total(Pt) Route 17 1% (See Notsy - 167'8% 120 39.697 Route 18 ..... P0(9-11 ), Flow (q) from Route 39 P0(9-11) 29-8% 0.000941 -0.289 ________________ -328 14-7%4.83 1.6820 197-5 0.186 39.594 .T(9'-ll), Total(Pt) Route 18 327 13-11% 19.23 3 12-0 120 39.697 Route 19 ..... Flow (q) from Route 39 0.000283 329 13'-111/2 14.40 3.2600 12'-O 0.003 329 13111/2 11/2 (See Notes) 167'81/2 120 39.700 P0(9-il) T(9'-11), PO(9'-11) 29-8% 0.000919 -0.289 330 14-7% 4.77 1.6820 197-5 0.181 39.593 Total(Pt) Route 19 323 13-111/2 29.24 11/2 (See Notes) 167-81/2 120 39.682 Route 20 ..... P0(9-11), Flow (q) from Route 23 T(9'-11), P0(9-11) 29-8 % 0.001036 -0.289 ________________ 324 14-7% 5.08 1.6820 197-5 0.204 39.598 Total(Pt) Route 20 I © M.E.P.CAD, Inc. Pill AutoSPRINK 2018 v14.4.5.0 4 6/17/2021 6:48:58AM Page 7 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (q) Length) Equiv. (Foot) P1 Friction Elev(Pe) 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) Fruction(Pf) - directly to (P1) and shown as 323 13111/2 29.24 3 12'-0 120 39.682 Route 21 ..... Flow (q) from Route 23 0.000738 325 13-111/2 24.16 3.2600 12-0 0.009 325 13111/2 11/2 (See 1678% 120 39.691 I Notes) PO(9'-ll) 29-8 % -0.289 326 14-7% 4.93 1.6820 0.000979 T(9-11), P0(9-il) 197-5 0.193 39.595 Total(Pt) Route 21 319 13-11%40.11 1% (See T 167-8% 120 39.653 22 ..... Notes) .Route P0(9-Il), Flow (q) from Route 29-8% 0.001227 -0.289 38 T(9-11), P0(9-11) 320 1471/z 5.57 1.6820 _____________ 197-5 0.242 39.606 Total(Pt) Route 22 I _i9_13-11% P.11 - 3 12-0 120 39.653 •••'• Route 23•"•• - - Flow (q) from Route 38 - 321 13-11% 34.54 3.2600 0.001429 - 12'-0 0.017 321 13-11% - 3 12'-0 120 39.670 0.001050 323 13'-11% 29.24 3.2600 12-0 0.013 39.682 Total(Pt) Route 23 120 39.670 Route 24 ..... 321 13111/2 1%Se167'81/2 P0(9-11) 29'-8% -0.289 Notes) 322 14-7% 5.29 1.6820 0.001117 T(9'-11), PO(9'-11) 197-5 0.220 39.601 Total(Pt) Route 24 317 13-11% 46.03 11/2 (See I i6781/z 120 39.630 Route 25..... P0(9-l1), Flow (q) from Route Notes) 29-8% -0.289 _______________ 26 318 14-7% 5.92 1.6820 0.001373 T(9-11), P0(9-11) 197-5 0.271 I 39.612 Total(Pt) Route 25 12'-0 120 39601 Route ..... 315 13'-11'/2 38.63+7.40 3 Flow (q) from Route 27 and 33 317 13-11% 46.03 3.2600 0.002431 12-0 0.029 39.630 Total(Pt) Route 26 12-0 120 39.580 Route 27 ..... 313 13'-11% 28.96+9.67 3 Flow (q) from Route 28 and 0.001758 ________________ 35 315 13-11% 38.63 3.2600 12'-O 0.021 , © ME.P.CAD, Inc. Pill AutoSPRiNK 2018 04.4.5.0 4 6/17/2021 6:48:58AM Page 8 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 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) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 39.601 J Total(Pt) Route 27 311 13-111/2 19.42+9.54 3 1 12-0 120 39.567 Route 28 ..... Flow (q) from Route 29 and 36 313 13-11% 28.96 3.2600 0.001032 ______ 12-0 0.012 39.580 Total(Pt) Route 28 309 13111/2 9.69+9.72 3 1 12'-0 120 39.561 Route 29 ..... Flow (q) from Route 30 and 37 311 1311h/z 19.42 3.2600 0.000492 ______ 12-0 0.006 39.567 Total(Pt) Route 29 0-6 120 39.560 ..... Route 3O..... 306 13-111/2 9.69 4 Flow (q) from Route 34 0.000037 307 13-11% 9.69 4.2600 0'-6 0.000 307 13-11% 3 11'-6 120 39.560 0.000136 309 13111/2 9.69 3.2600 11-6 0.002 39.561 Total(Pt) Rti0 10 -3-0 8 (See 3-0 140 49.504 Route 31 ..... 2T(36'-8), Gauge 9, C(36'-8) 123-8 Notes)- 47 4-0 - . 182.75 7.6000 0.000380 LtE(13'-7%) 126'-8 0.048 49.552 Total(Pt) Route 31 4 -3-0 178.60 12 (See 84-3% 140 63.764 Route 32 ..... Flow (q) from Route I 135-10% Notes) 51 -3-0 15.83 11.5500 0.000001 T(67'-ll%), C(67-111/2) 220-2 0.000 51 4-0 152.02 12 (See 5963 140 63.764 Flow (q) from Route 15 110-11% Notes) 5 4-0 46.57 11.5500 0.000004 2EE(14'-8%), 2PIV(6'-9%), T(6 706-2% 0.003 7111,4) 5 4-0 16 (See 462'5% 140 63.767 271-6 Notes) 6 -3-0 46.57 15.5000 0.000001 2EE(26'-6%), 2T(109-2%) 733-11 0.001 6 4-0 12 (See 1738'3% 140 63.768 383'-10% Notes) 3 4-0 46.57 11.5500 0.000004 2P1V(6'-9%), EE(14'-81/2), 2Ee2 2122-2 0.008 (14-81/2), 6LtE(20-4%), 2T(67'- ______ 11%), C(67-11%) © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 4 6/17/2021 6:48:58AM Page 9 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 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 (130and 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) 63.776 J Total(Pt) Route 32 316 14-7% 1% (See Notes) 16781/2 120 38.902 Route 33 ..... T(9-11), PO(9'-11) 29-8% 0.002075 0.289 315 13111/2 7.40 1.6820 197-5 0.410 39.601 Total(Pt) Route 33 407 14-7% 338.56 4 1'-31/2 120 38.618 Route 34 ..... Flow (q) from Route 1 0.000478 314 14-7% 38.63 4.2600 13h/2 0.001 314 14'7V - 4 12'-0 120 38.619 0.000280 312 14-7% 28.96 4.2600 12-0 0.003 - 312 14-71/2 4 (See Notes) 12'0 120 38.622 P0(26-4) 26-4 0.000134 310 14-7% 19.42 4.2600 38-4 0.005 310 14-7% 4 (See Notes) 12'0 120 38.628 P0(26-4) P0(26-4) 52-8 0.000037 308 14-7% 9.69 4.2600 64'-8 0.002 _308_ . 14-7% - -- - - - 1% (See Notes) 167'8% 120 38.630 T(9'-ll), P0(9-11) 19-9% 0.003417 0.289 306 13'-11% - 9.69 1.6820 187-6 0.641 39.560 Total(Pt) Route 34 314 14-7% 11/2 (See Notes) 167-81/2 120 38.619 Route 35•"•• P0(9-11) T(9'-ll), P0(9-il) 29'-8% 0.003402 0.289 313 13'-111/2 9.67 1.6820 197'-5 0.672 39.580 Total(Pt) Route 35 312 14-7% 1% (See Notes) 167'81/2 120 38.622 Route 36 ..... PO(9'-ll) T(9-11), PO(9'-11) 29-8% 0.003322 0.289 311 13-11% 9.54 1.6820 197-5 0.656 39.567 Total(Pt) Route 36 310 14-7% 9.69 11/2 (See Notes) 167'-81/2 120 38.628 Route 37 ..... Flow (q) from Route 34 T(9'-11), P0(9-11) 19'-g% 0.003439 0.289 309 13-11% 9.72 1.6820 187'-6 0.645 39.561 Total(Pt) Route 37 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 4 6/17/2021 6:48:58AM Page 10 Pipe Information Elev 1 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) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 317 13-lU!2 46.03 3 12-0 120 39.630 Route 38 ..... Flow (q) from Route 26 0.001885 319 13-11% 40.11 3.2600 12-0 0.023 39.653 Total(Pt) Route 38 325 13-11% 493 3 12-0 120 39.691 Route 39 ..... Flow (q) from Route 21 0.000484 327 13-11% 19.23 3.2600 12-0 0.006 39.697 Total(Pt) Route 39 329 13'-111/2 477 3 (See 11-6 120 39.700 Route 40 ..... - - -- - Flow (q)from Route 19 20-2 Notes) 331 13-11% 9.63 3.2600 0.000135 P0(20-2) 31'-8 0.004 31_ 13'-11% 3 (See 11'6 120 39.705 .. P0(20-2) 40-4 Notes) 333 13-11% 4.80 3.2600 0.000037 P0(20-2) 51-10 0.002 39.707 Total(Pt) Route 40 I I I I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 Date: 6/17/2021 I I I I I I I I © M.E.P.CAD, Inc. III AutoSPRINK 2018 04.4.5.0 4 6/17/2021 6:48:58AM Page 11 I Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 I r alent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I . \ =Factor Schedule 40 Steel Pipe Inside Diameter ) I I I I I - I I I I I I I I I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 Date: 6/17/2021 Value Multiplier Value Of 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 4 6/17/2021 6:48:58AM Page 12 AngV Angle Valve b Bushing BFP Backflow Preventer BV Butterfly Valve cplg Coupling Cr Cross Run DelV Deluge Valve DPV Dry Pipe Valve EE 45° Elbow Eel 111/4 Elbow Flow Device fd Flex Drop fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow FN Floating Node fT FireLock(TM) Tee GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve LtE Long Turn Elbow mecT Mechanical Tee P1 Pump In P2 Pump Out P0 Pipe Outlet PrV Pressure Relief Valve red Reducer/Adapter S Supply SFx Seismic Flex Spr Sprinkler I Tee Flow Turn 90° Tr Tee Run WirF Wirsbo WMV Water Meter Valve 90 80 70 60 40 Hydraulic Graph N 1.85 Date: 6/17/2021 Static Pressure 92.700 '627.19' 92.437 Water Supply Summary Sheet Node: I ......., 750.00 85.500 27.19 377.1961.866 with Hose Allowance at Source - System demand curve - ,jI•Ij.J.I.I.1.I_tIIIIIIIII IIIIIIII i 1 111111111 1 111111111 1 11111111 1 11111111 1 1 II 1 1 I I I 1 I 1 I I I I I I I I I 3000 3750 5250 4500 6000 6750 7500 Flow - gpm M.E.P.CAD. Inc. j AutoSPRINK 2018 04.4.5.0 6/17/2021 6:48:12AM Paqe 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 4 100 30 20 10 Hydraulic Calculations I for Project Name: QUIDEL RUTHERFORD Location: 2285 RUTHERFORD RD., CARLSBAD, CA 92008, Drawing Name: Quidel Rutherford Existing Overhead KC Calculation Date: 6/17/2021 Design Remote Area Number: 5 I Remote Area Location: WHS 123 H.P.S Occupancy Classification: ESFR Commodity Classification: GP. A PLASTICS Density: 35.000 Area of Application: NA Coverage per Sprinkler: 96.00ft2 I Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 I In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Allowance at Source I Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1461.17 @80.311 Type of System: ESFR Volume of Dry or PreAction System: N/A I Name of Contractor: WESTERN FIRE PROTECTION Address: 13630 DANIELSON ST., POWAY, CA 92064 Phone Number: (858) 513-4949 I Name of designer: Karen Strother Authority Having Jurisdiction: CITY OF CARLSBAD,CA Notes: Automatic peaking results Left: N/A Right: N/A I I I I I I I I M.E.P.CAD, Inc. gilAutoSPRINK 2018 04.4.5.0 5 6/17/2021 7:00:19AM Page 1 111 Hydraulic Summary Job Number: 21-2135-03 - WHS ESFR 123 H.P.S. Posnmrt rb,-rinfi,sn mz= !' Job Job Number Design Engineer 21-2135-03 Karen Strother Job Name State Ce btxetlorjUoenoe Number QUIDEL RUTHERFORD #588039 Address I 2285 RUTHERFORD RD. AHJ CITY OF CARLSBAD,CA Address 2 Job Site/Building CARLSBAD, CA 92008 EXIST. WAREHOUSE Address 3 Dnauotng Name Quidel Rutherford—Existing Overhead—KC System Remote Area(s) Most Demanding 5pt/n/rJer Data Occupancy Job SaNe 16.8 K-Factor 99.39 at 35.000 ESFR WHS ESFR 123 H.P.S. Hose itdm.eonoe At Socnce Pressure Area of Application 250.00 35.000 NA Additional Hose Supplier Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 12 96.00ft2 AutoPeak Results : Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Stream 250.00 System Floe Demand Total Water Required (Including Hose Atletcenre) 1211.17 1461.17 Maximum Pressure Unbalance In Loops 0.000 Mao/mum Velocity Above Ground 21.96 between nodes 5108 and 5008 Mao/mom Velocity Under Greund 15.23 between nodes 2 and 3 -- - - Volume capacity at Wet Pipes Volume capacity of Dry Pipes 24547.13gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) © (gpm) (psi) (psi) 1 Water Supply 250.00 92.700 85.500 3750.00 91.441 1461.17 80.311 11.130 Contractor ConbeUer Numbsr Contact Name Contact 1105 21-2135-03 KAREN STROTHER LEAD DESIGN/PM Name of Contractor. Phone Extension WESTERN FIRE PROTECTION (658) 513-4949 1303 Address I 13630 DANIELSON ST. FAX (858) 513-1322 Address POWAYr CA 92064 Email kstrother@westemfireprotection.com Address 3 Web-Si/s https://westernfireprotection.com/ &r©MEPCADr Inc. JAutoSPRINK 2018 04.4.5.0 6/17/2021 7:00:01AM Page 1 111 ISummary Of Outfiowing Devices Job Number: 21-2135-03 -WHS ESFR 123 H.P.S. Pnnrf fl,rintinn PP c\ Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c' Sprinkler 5001 99.39 99.39 16.8 35.000 Sprinkler 5002 99.82 99.39 16.8 35.307 Sprinkler 5003 101.90 99.39 16.8 36.793 Sprinkler 5004 102.10 99.39 16.8 36.932 Sprinkler 5005 99.62 99.39 16.8 35.164 Sprinkler 5006 100.05 99.39 16.8 35.468 Sprinkler 5007 102.20 99.39 16.8 37.010 Sprinkler 5008 102.37 99.39 16.8 37.134 Sprinkler 5009 99.50 99.39 16.8 35.076 Sprinkler 5010 99.91 99.39 16.8 35.369 Sprinkler 5011 102.06 99.39 16.8 36.905 Sprinkler 5012 102.23 99.39 16.8 37.028 r-> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 6/17/2021 7:00:45AM Page 1 I I I I I I I I I I I I I I I I I I I &©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2021 7:00:57AM Paqe 1 Ii] I I I I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 I I I I I I I Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 92.700 85.500 1 3750.00 91.441 1461.17 80.311 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 1-6 Supply 80.311 1211.17 5001 280h/2 Sprinkler 35.000 99.39 5002 27-9 Sprinkler 35.307 99.82 - 5003 27-6 Sprinkler 36.793 101.90 5004 27-3 Sprinkler 36.932 102.10 5005 28-6% Sprinkler 35.164 99.62 5006 28-3 Sprinkler 35.468 100.05 5007 28-0 Sprinkler 37.010 102.20 5008 27-9 Sprinkler 37.134 102.37 5009 2881/2 Sprinkler 35.076 99.50 5010 28-6 Sprinkler 35.369 99.91 5011 28-3 Sprinkler 36.905 102.06 - 5012 28-0 Sprinkler 37.028 102.23 2 4-6 82.320 3 4-6 80.530 4 -3-6 80.390 5 4-6 80.428 6 4-6 80.435 7 4-6 79.807 Date: 6/17/2021 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 4-6 63.686 9 4-6 63.352 10 4-6 62.445 12 4-6 62.445 34 4-6 61.876 35 1-6 59.495 501 23-8 48.246 502 23-8 48.367 503 23-8 48.172 504 23-8 49.264 505 23'-8 48.093 506 23-8 48.181 507 23-8 48.010 508 23'-8 48.095 509 23'-8 47.923 510 23-8 48.014 511 23-8 47.831 512 23-8 47.937 513 23'-8 47.734 514 23-8 47.864 515 25'-11V2 43.169 516 23-8 47.631 517 23-8 47.796 1&©M.E.P.CAD, Inc. till AutoSPRINK2018v14.4.5.0 6/17/2021 7:00:57AM Page Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 I I I Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 518 27-5% 42.253 519 23-8 47.606 520 23-8 47.763 521 27-8 42.133 522 23'-8 47.606 523 23-8 47.754 524 23-8 47.752 525 23-8 47.634 526 23-8 47.747 527 23-8 47.660 528 23-8 47.746 529 23-8 47.681 530 23-8 47.747 531 23-8 47.702 532 23-8 47.748 533 23-8 47.720 534 23-8 47.751 535 23'-8 47.738 536 23-8 47.756 537 23-8 47.754 538 23-8 47.762 539 23-8 47.770 540 23-8 47.770 Date: 6/17/2021 I &©M.E.P.CAD, Inc. §1 AutoSPRINK2018v14.4.5.0 6/17/2021 7:00:57AM Paqe3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 541 23-8 47.896 542 279h/2 46.093 543 27-10 46.088 544 23-8 47.896 545 26-5 46.646 546 26-4 46.676 547 23-8 47.824 548 27-7 46.183 549 27-7% 46.179 550 23-8 47.895 551 26-5 46.651 552 26-4 46.682 553 23-8 47.830 554 27-4 46.296 555 27'-4 46.291 556 23-8 47.894 567 26-5 46.656 568 26-4 46.686 569 23-8 47.836 570 270h/2 46.413 571 27-1 46.414 572 23'-8 47.894 573 26-9 46.506 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 6/17/2021 7:00:57AM Page Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 574 26-8/ 46.536 575 23-8 47.840 576 2691/2 46.521 577 26-10 46.522 578 23-8 47.893 579 27-1 46.367 580 2701/2 46.386 581 23-8 47.843 582 26-6% 46.630 583 26-7 46.631 584 23'-8 47.893 585 27-3% 46.279 586 27-3% 46.285 587 23-8 47.846 588 26'-2% 46.779 589 26-21/2 46.780 590 23-8 47.893 591 27-3% 46.281 592 27-3% 46.287 593 23-8 47.847 594 25-101/2 46.925 595 25'-10 46.957 596 23'-8 47.892 &© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 7:00:57AM Page 5 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 597 27-1 46.373 598 2701/2 46.393 599 23-8 47.848 600 25'-7V2 47.035 601 25'-6% 47.067 602 23-8 47.892 603 26-9 46.518 604 26-8 46.549 605 23'-8 47.849 606 25-4% 47.144 607 25-3% 47.177 608 23-8 47.892 609 2641/2 46.671 610 26-4 46.702 611 23-8 47.849 2571 23-8 48.456 2962 23'-8 48.279 5101 26-4 40.871 5102 26'-O% 41.211 5103 25-9% 42.913 5104 25-6% 43.051 5105 27-10 39.949 5106 2761/2 40.288 1&©M.E.P.CAD, Inc. 11AutoSPRINK2018v14.4.5.0 6/17/2021 7:00:57AM Page Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 5107 2731/2 42.012 5108 2701/2 42.150 5109 28-0 39.850 5110 27-9% 40.178 5111 27-6% 41.894 5112 27-31/2 42.032 1&©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.O 6/17/2021 7:00:57AM Page Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 rpv9 va1• Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 5001 28-0% 16.8 99.39 1% (See Notes) 1-8% 120 35.000 Route I Sprinkler, P0(6-0) 6-0 0.664549 0.744 5101 264 99.39 1.3800 7-8% 5.127 5101 26'-4 21/2 8'-0 120 40.871 0.028480 0.112 5102 2601/2 99.39 2.6350 8-0 0.228 5102 26-0% 99.82 2% (See Notes) 3'-8 120 41.211 Fiow (q)from Route 4 fT(14'-lO) 14-10 0.103085 0.051 515 25-11% 199.21 2.6350 18-6 1.907 515 25-11% 74.38 21/2 (See Notes) 2'-3% 120 43.169 Flow (q) from Route 7 PO(16'-5%) 1651/2 0.185398 0.986 516 23'-8 273.60 2.6350 18-9 3.476 516 23-8 253.96 6 12-0 120 47.631 Flow (q) from Route 30 0.008571 513 23'-8 .527.56 6.3570 12-0 0.103 513 - 23-8 6 12'-0 120 47.734 0.008089 .51.1 23-8 ,511.32 6.3570 12-0 0.097 511 23-8 - 6 12-0 120 47.831 0.007668 509 23'-8 496:77 6.3570 12-0 0.092 509 23'-8 - 6 11-10% 120 47.923 0.007289 507 23-8 483.32 6.3570 11-10% 0.087 507 23-8 6 12'-0 120 48.010 0.006930 515 23'-8 470.30 6.3570 12-0 0.083 505 23-8 6 12-0 120 48.093 0.006572 503 23-8 457.02 6.3570 12'-O 0.079 503 23-8 6 12-0 120 48.172 0.006204 501 23'-8 442.99 6.3570 12-0 0.074 ©M.E.P.CAD, Inc. PIllAutoSPRINK2018v14.4.5.0 5 6/17/2021 7:01:07AM Page 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 FittinglDevlce (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) 501 23-8 6 (See Notes) 4'9 120 48.246 fT(31-5) 31'-5 0.005802 2571 23-8 427.26 6.3570 362h/2 0.210 2571 23-8 261.86 6 (See Notes) 160 120 48.456 Flow (q) from Route 2 ff(416) 41-6 0.014050 504 23-8 689.12 6.3570 57-6 0.808 504 23-8 522.05 8 (See Notes) 249h/2 120 49.264 Flow (q) from Route 9 fE(15-3), LtE(15-3) 30'-6% 0.011213 9.610 35 1-6 1211.17 8.2490 55-4 0.621 35 1-6 8 (See Notes) 5'O 140 59.495 LtE(20'-3%) 20-3% 0.008431 2.168 34 -3-6 1211.17 8.2490 25'-3Y2 0.213 34 4-6 8 (See Notes) 451, 140 61.876 PIV(4-21/2), T(36'-8), Gauge 9 40-10% 0.012565 0.000 10 4-6 1211.17 7.6000 45-4 0.570 10 - - 4-6 - - 8 (See Notes) 84'3% 150 62.445 LtE(19'-7'/2) 0.008721 19-7% 9 4-6 1211. 17 7.9800 103-11 0.906 9 4-6 - 8 (See Notes) 13'0 140 63.352 LtE(13-7%) 13-7% 0.012565 8 4-6 1211.17 - 7.6000 26-7% 0.335 8 4-6 8 (See Notes) 10-0 140 63.686 2E(30'-61/2), BFP(-1 5.398), LtE (22-01/2) 83-1% 0.007763 7 4-6 1211.17 8.3900 93 11/2 16.121 7 4-6 8 (See Notes) 9'8 140 79.807 T(36'-8) 36-8 0.012565 4 -3-6 1211.17 7.6000 46-4 0.582 4 4-6 12 (See Notes) 48'6 140 80.390 T(67--1 1%) 67111/2 0.001208 3 4-6 1027.72 11.5500 116-5 0.141 3 4-6 183.45 6 (See Notes) 17'4% 140 80.530 Flow (q) from Route 13 2LtE(8-10) 17-8% 0.051006 2 4-6 1211.17 5.7000 35'-1 1.790 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 5 6/17/2021 7:01:07AM Page Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Pipe Information Node I Eiev 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 (PU and shown as flJ+k9 va1'9. Fitting (Foot) Pt Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) ________ 2 4-6 6 (See Notes) F 60 140 82.320 Water Supply 0.031818 -2.168 1-6 1211.17 6.2800 5-0 0.159 250.00 80.311 Hose Allowance At Source Total(Pt) Route I 1 1461.17 5009 2881/2 16.8 99.50 11/4 (See Notes) 081/2 120 35.076 Route 2 ..... Sprinkler, P0(6-0) 6-0 0.665878 0.307 5109 28-0 99.50 1.3800 6-8% 4.467 5109 28-0 2% 8'-O 120 39.850 0.028537 0.100 5110 27-91/2 99.50 2.6350 8-0 0.228 5110 2791/z 99.91 21/2 (See Notes) 3'-8 120 40.178 Flow (q)from Route 5 fT(14'-lO) 14-10 0.103272 0.046 521 27-8 - - 199.41 2.6350 18-6 1.910 52127-8 _71.4 2%. (See Notes) 4'0 120 42.133 Flow (q) from Route 8 - - PO(16'5%) 16-5% 0.182472 1.737 522 23'-8 271.25 2.6350 20-6 3.737 522 23'-8 18.05 6 9-111/2 120 47.606 - Flow (q) from Route 3 0.002820 525 23'-8 289.30 6.3570 9-11% 0.028 _525_ _23'-8 - - 6 10-0 120 47.634 0.002508 527 23'-8 271.49 6.3570 101-0 0.025 527 23'-8 6 9-8% 120 47.660 0.002250 529 23-8 256.03 6.3570 0.022 529 23'-8 6 10-0 120 47.681 0.002037 531 23-8 242.63 6.3570 10-0 0.020 531 23'-8 6 10-0 120 47.702 0.001868 533 23-8 231.54 6.3570 10'-O 0.019 (,© M.E.P.CAD, Inc. fill AutoSPRlNK 2018 v14.4.5.0 5 6/17/2021 7:01:07AM Page 3 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 5V9 'f'U9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 533 23-8 6 10-0 120 47.720 0.001738 535 23-8 222.69 6.3570 10-0 0.017 535 23-8 6 9-8% 120 47.738 0.001643 537 23-8 216.05 6.3570 9-8% 0.016 537 23-8 6 10-0 120 47.754 0.001583 539 23-8 211.71 6.3570 10-0 0.016 539 23-8 6 (See Notes) 36'8% 120 47.770 fE(12'-7), fl(31'-5) 44-0 0.001572 541 23-8 210.95 6.3570 80'-8% 0.127 541 23-8 - 50.91 6 (See Notes) 22601/2 120 47.896 - Flow (q) from Route 16 fE(12-7) 0.560 12'-7 0.002346 2571 23-8 261.86 6.3570 238-7% 48.456 Total(Pt) Route 2 5005 28-6% 16.8 99.62 11/. (See Notes) - 0-8% 120 35.164 Route ..... Sprinkler, P0(6-0) - 6-0 0.667436 0.307 51o5 27-10 99.62 1.3800 6'-8% 4.477 5105 27':10_ 21/2 8-0 120 39.949 - --------------- - 0.028604 0.110 5106 27-6% 99.62 2.6350 8-0 0.229 5106 27-6% 100.05 2% (See Notes) 3'-8 120 40.288 Flow (q) from Route 6 fT(14'-10) 1 4-10 0.103527 0.051 518 27-5% 199.68 2.6350 18-6 1.914 518 27-5% 72.33 21/2 (See Notes) 3'9% 120 42.253 Flow (q) from Route 10 P0(16-51/2) 16-5% 0.183408 1.638 519 23-8 272.01 2.6350 20'-3 3.715 519 23-8 6 101-01/2 120 47.606 0.000017 522 23-8 18.05 6.3570 1 001/2 0.000 0 47.606 Total(Pt) Route 3 © ME.P.CAO, Inc. AutoSPRINK 2018 04.4.5.0 5 6/17/2021 7:01:07AM Page 4 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 5002 27-9 16.8 99.82 1Y4 (See Notes) 1'81/2 1 120 35.307 Route ..... Sprinkler, P0(6-0) 6-0 0.669931 0.741 5102 26-0% 99.82 1.3800 7-8% 5.164 41.211 Total(Pt) Route 4 5010 28-6 16.8 99.91 1 (See Notes) 0-8% 1 120 35.369 Route 5 ..... Sprinkler, P0(6-0) 6-0 1 0.671028 0.307 5110 2791/2 99.91 1.3800 6-8% 4.501 40.178 Total(Pt) Route 5 5006 28.3 16.8 1% (See Notes) 0'8% 1 120 35.468 ••••• Route 6 ..... Sprinkler, P0(6-0) 6-0 1 0.672766 0.307 5106 27-6% -100.05 100.05 1.3800 6-8% 4.513 40.288 Total(Pt) Route 6_ 5003 27-6 16.8 101.90 11/4 (See Notes) 181/2 120 36.793 Route 7 ..... Sprinkler, P0(6-0) 6-0 0.695977 0.746 5103 25-9% 101.90 1.3800 7-8% 5.374 5103 _26-91/2 21/2 (See Notes) 4'4 120 42.913 fl(14'10) 14-10 0.016659 -0.063 515 25-11% 74.38 2.6350 19'-2 0.319 43.169 Total(Pt) Route 7 5011 28-3 16.8 102.06 11/4 (See Notes) 081/2 120 36.905 Route ..... Sprinkler, P0(6-0) 6-0 0.697942 0.307 5111 27-6% 102.06 1.3800 6-8% 4.682 5111 27-6% 21/2 (See Notes) 4'4 120 41.894 fT(14'-lO) 14-10 0.015623 -0.061 521 27-8 71.84 2.6350 19-2 0.299 42.133 Total(Pt) Route 8 5004 27-3 16.8 102.10 1% (See Notes) 1-81/2 120 36.932 ••••• Route 9••••• Sprinkler, P0(6-0) 6-0 0.698409 0.739 5104 25-61/2 102.10 1.3800 7-8% 5.381 5104 25-6% 27.52 21/2 (See Notes) 53'4 120 43.051 Flow (q) from Route 29 fT(14'-10), P0(16-5%) 31-3% 0.046546 0.806 517 23-8 129.62 2.6350 84-7% 3.939 ,© M.E.P.CAD, Inc. AutoSPRiNK 2018 v14.4.5.0 5 6/17/2021 7:01:07AM Page 5 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Pipe Information Node I Eiev 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 t) n as and show directly to (P flJ5+h/9 VU Fitting (Foot) Pf Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(P f) 517 23'-8 292.13 6 12-0 120 47. 796 Flow (q) from Route 11 0.005665 514 23-8 421.75 6.3570 12'-O 0.068 514 23-8 16.23 6 12-0 120 47. 864 Flow (q) from Route 38 512 23'-8 437.99 6.3570 0.006075 12-0 0.073 512 23-8 14.55 6 12-0 120 937 Flow (q) from Route 22 510 23-8 452.54 6.3570 0.006453 12-0 0.077 510 23-8 13.45 6 11-10% 120 48.014 Flow (q) from Route 26 0.006813 508 23'-8 465.99 6.3570 11101/2 0.081 508 23-8 13.02 6 12-0 120 095 Flow (q) from Route 31 506 23-8 479.01 6.3570 0.007169 12-0 0.086 506 - 23-8 - ..J3.28. 6 - 13'-O 120 48.181 Flow (q) from Route 19 2962 23'-8 492.28 6.3570 0.007541 13-0 0.098 - 2962 - 23'-8 14.03 6 - - 11-0 120 48.279 - Flow (q) from Route 18 0.007943 502 23-8 506.32 6.3570 11-0 0.087 502 23'-8 15.73 6 (See Notes) 52'8% 120 48.367 Flow (q) from Route 34 fE(12-7), fT(41'-6) 54-1 0.008406 504 23-8 522.05 6.3570 10691/z 0.898 49.264 Total(Pt) Route 9 5007 28-0 16.8 102.20 1% (See Notes) 0-8% 120 37.010 ..... Route lO•"•• Sprinkler, P0(6-0) 6-0 0.699779 0.307 5107 27-3% 102.20 1.3800 6-8% 4.694 5107 27-3% 2% (See Notes) 4'4 120 42.012 fT(14'-lO) 14-10 0.015819 -0.061 518 2751/2 - 72.33 2.6350 19-2 0.303 42.253 Total(Pt) Route 10 (,,© M.E.P.CAD, Inc. AutoSPRiNK 2018 v14.4.5.0 5 6/17/2021 7:01:07AM Page 6 I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Pipe Information Eiev 1 Flow added Fitting s 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 (psi) when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 5012 28-0 16.8 102.23 1% (See 0-8% 120 37.028 "" Route ll ..... Sprinkler, 6-0 0.307 Notes) 5112 27-3% 102.23 1.3800 0.700093 P0(6-0) 6-81/2 4.696 5112 2731/2 30.22 21/2 (See 54'6% 120 42.032 Flow (q) from Route 36 31-3% 1.563 Notes) 523 23'-8 132.44 2.6350 0.048441 fT(14'-10), P0(16-5%) 85'-lO 4.159 523 23'-8 27.44 6 10-0% 120 47.754 Flow (q) from Route 17 0.000942 520 23-8 159.88 6.3570 10-01/2 0.009 520 23'-8 132.25 6 11-3% 120 47.763 Flow (q) from Route 12 0.002872 517 23'-8 292.13 6.3570 11-3% 0.032 47.796 Total(Pt) Route 11 5008 27'-9 16.8 -102.37 (See 0-8% 120 37.134 Route 12 ..... Sprinkler, 6-0 0.307 Notes) 5108 27-0% -102.37 1.3800 - 0.701939 Pö-0) - 6-8% 4.709 5108 27-0% 29.88 21/2 (See 54-71/2 120 42.150 - Flow (q) from Route 32 31-3% 1.464 Notes) 23-8 - 132.25 2.6350 0.048310 fT(14'-10), PO(16'-S%) - 85-11 4.150 47.763 Total(Pt) Route 712 - 6 -3'-6 183.45 12 (See 1738'-31/2 140 80.435 Route 13 ..... Flow (q) from Route 14 165-4 Notes) 3 4-6 183.45 11.5500 0.000050 PiV(6'-9%), EE(14'-81/2), Ee2(1 1903-7% 0.095 4-8%), 3LtE(20'4%), 1(67-11 80.530 Total(Pt) Route 13 :71 5 4-6 183.45 16 (See 462'-51/2 140 80.428 ..... Route 14..... Flow (q) from Route 15 162-3 Notes) 6 4-6 183.45 15.5000 0.000012 2EE(26'-61/2), 1(109-2%) 624-8% 0.007 80.435 Total(Pt) Route 14 4 4-6 1027.72 12 (See 679-6% 140 80.390 Route 15 ..... Notes) Flow (q) from Route 1 89'-5% 5 4-6 183.45 11.5500 0.000050 EE(14'-8%), PiV(6'-9%), 1(67'- 769-0 0.038 11%) 80.428 Total(Pt) Route 15 I & © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 5 6/17/2021 7:01:07AM Page 7 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID & Fitting Device s s 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 a naav 'r'u9 Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 537 23-8 21/2 (See Notes) 34-6% 120 47.754 Route 16 P0(16-51/2) 62-7 0.000087 23-8 4.34 2.6350 2fT(14'-lO), P0(16-5%)538 9711/2 0.008 538 23-8 45.82 4 10-0 120 47.762 Flow (q) from Route 20 540 23-8 50.15 4.2600 0.000774 10-0 0.008 540 23-8 0.76 4 (See Notes) 49-8% 120 47.770 Flow (q) from Route 25 2fE(8'-11%) 17-11 0.000796 -0.000 547 23-8 50.91 4.2600 67-7% 0.054 547 23-8 4 10-0 120 47.824 553 23-8 44.87 4.2600 0.000630 10-0 0.006 553 23-8 4 11-4% 120 47.830 - - 0.000490 569 23-8 -39.16 4.2600 11-4% 0.006 569 23'-8 4 12'-0 120 47.836 0.000372 - 575 23'-8 33.76 4.2600 12-0 0.004 575 23-8 2 - .(See Notes) 3'O% 120 47.840 fl(8'-6) 18-6 0.000388 -1.312 574 26-8% - 5.15 2.0670 21-6% 0.008 574 26- 8% 2 4-8 120 46.536 0.000316 -0.032 573 26-9 5.15 2.1570 4'-8 0.001 573 26-9 2 86-9% 120 46.506 0.000388 -0.127 570 2701/2 5.15 2.0670 86-9% 0.034 570 27-0% 2 (See Notes) 4-7% 120 46.413 fT(10'-5%) 10'-5% 0.000316 -0.003 571 27-1 5.15 2.1570 15-1% 0.005 571 27-1 2 (See Notes) 3'5 120 46.414 P0(10-0) 101-0 0.000388 1.474 572 23-8 5.15 2.0670 13'-5 0.005 (,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 5 6/17/2021 7:01:07AM Page 8 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) FittingiDevlce (Equivalent Fitting (q) Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) Friction(Pt) directly to (PQ and shown as 572 23-8 28.61 6 12-0 120 47.894 fl2JY9 VU2. Flow (q) from Route 40 0.000053 556 23-8 33.76 6.3570 12'-O 0.001 556 23-8 5.41 6 114h/2 120 47.894 1 Flow (q) from Route 45 550 23-8 39.16 6.3570 0.000070 11-4% 0.001 550 23-8 5.71 6 10-0 120 47.895 Flow (q) from Route 44 544 23-8 44.87 6.3570 0.000090 10-0 0.001 544 23-8 6.04 6 5-0 120 47.896 Flow (q) from Route 39 541 23-8 50.91 6.3570 0.000113 5'-O 0.001 47.896 Total(Pt) Route 16 10-0 120 47.746 Route 17 ..... 528 23-8 15.46 4 Flow (q) from Route 28 - 526 - 23-8 9.63 4.2600 0.000037 - 10-0 0.000 526 23-8 17.81 4 (See 7 51/2 120 47.747 Flow (q) from Route 27 13'-2 Notes) 524 23-8 2744 4.2600 0.000254 fE(13'-2) 20-7% 0.005 524 23'8 - 6 (See 41'-10 120 47.752 12-7 - I Notes) 523 23-8 27.44 6.3570 0.000036 fE(12'-7) 54-4% 0.002 47.754 Total(Pt) Route 17 503 23-8 21/2 (See 66-7% 120 48.172 Route 18 ..... P0(16-5%) 74-5 -0.000 Notes) 2962 23-8 14.03 2.6350 0.000761 2f1(14-10), M(6-11),11), P0(16- 141'-O 0.107 51/2) 48.279 Total(Pt) Route 18 505 23-8 2% (See 1 65-8% 120 48.093 Route 19 ..... P0(16-5%) 62-7 0.000 Notes) 506 23-8 13.28 2.6350 0.000687 2fT(14'-lO), P0(16-5%) 128-4 0.088 48.181 Total(Pt) Route 19 I © M.E.P.CAD, Inc. Oil AutoSPRINK 2018 04.4.5.0 5 6/17/2021 7:01:07AM Page 9 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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) 532 23-8 19.23+ 11.09 4 10-0 120 47.748 ••"• Route 2O ..... Flow (q) from Route 24 and 35 0.000305 ________________ 534 23-8 30.32 4.2600 10-0 0.003 534 23'-8 8.85 4 10,-0 120 47.751 Flow (q) from Route 21 0.000490 536 23-8 39.17 4.2600 10-0 0.005 536 23-8 6.64 4 9-8% 120 47.756 Flow (q) from Route 23 0.000655 538 23-8 45.82 4.2600 981/z 0.006 47.762 Total(Pt) Route 20 533 23'8_ . . 2% (See Notes) 3141/2 1 120 47.720 Route 21 ..... P0(16'5 2f1(14'-10),P0(16'-5%) 62'-7 0.000324 -0.000 534 23'-8 8.85 2.6350 93-11% 0.030 - 47.751 Total(Pt) Route 21 511 23-8 21/2 (See Notes) 67-1 J 120 47.831 Route 22 ..... 2fr(14'-10)PO(16'-51/2) - 62'-7 0.000814 0.000 512 23-8 14.55 2.6350 129-8 0.106 47.937 Total(Pt) Route 22 535 23-8 2% (See . Notes) 31-9 1 120 47.738 Route 23 ..... P0(16-5%) 2fT(14'-10), P0(16-5%) 62-7 0.000191 536 23'-8 6.64 2.6350 94'-4 0.018 47.756 Total(Pt) Route 23__ 530 23-8 5.83+13.40 4 101-0 I 120 47.747 Route 24 ..... Flow (q) from Route 33 and 37 0.000131 532 23-8 19.23 4.2600 10,-0 0.001 47.748 Total(Pt) Route 24 539 23-8 2% (See Notes) 34-3 120 47.770 Route 25 ..... P0(16-5%) 2fT(14'-10), P0(16-5%) 62-7 0.000003 -0.000 540 23'-8 0.76 2.6350 96-10 0.000 47.770 Total(Pt) Route 25 509 23'-8 21/2 (See Notes) 66'-7 120 I 47.923 ..... Route 26..... PO(16'-5%) 62'-7 I 0.000704 0.000 510 23-8 13.45 2.6350 129.21/2 2f-r(14'-10), P0(16-5%)129'-21/2 j 0.091 I & ©M.E.P.CAD, Inc. Plfi AutoSPRINK 2018 v1 4.4.5.0 5 6/17/2021 7:01:07AM Page 10 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 (Po and shown as p fl90+k Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot ) ________________ Friction(Pf) 48.014 Total(Pt) Route 26 525 23-8 21/2 (See Notes) 32'-4 1 120 47.634 Route 27 ..... 2fT(14'-10), P0(16-5%) 62-7 0.001183 0.000 526 23-8 17.81 2.6350 94-11 0.112 47.747 Total(Pt) Route 27 527 23-8 2% (See Notes) 3281/2 1 120 47.660 Route 28 ..... P0(16-5%) 2fT(14-10), P0(16-5%) 62-7 0.000911 0.000 528 23-8 15.46 2.6350 95-4 0.087 47.746 Total(Pt) Route 28 5103 25-9% 74.38 2% 8-0 120 42.913 Route 29..'.' Flow (q) from Route 7 0.002648 0.117 5104 25-6% 27.52 2.6350 8'-O 0.021 43.051 Total(Pt) Route 29 519 23-8 18.05 6 - 11-3% 120 47.606 Route 30 ..... Flow (q) from Route 3 - 0.002216 516 23-8 .. 253.96 6.3570 11-3% 0.025 47.631 Total(Pt) Route 30 507 23-8 21/2 (See Notes) 66.1% 120 48.010 •••• Route31 • 2fT(14'-10), Po(16'-s%) P0(16-5%) 508 I 62-7 0.000663 23-8 - I - 13.02 2.6350 128-9 0.085 48.095 Total(Pt) Route 31 5107 27-3% 72.33 21/2 1 8-0 120 42.012 Route 32 ..... Flow (q) from Route 10 J 8-0 0.003082 0.113 5108 270% 29.88 2.6350 0.025 42.150 Total(Pt) Route 32 528 23-8 15.46 4 1 9-8% 120 47.746 Route 33 ..... Flow (q) from Route 28 0.000014 530 23-8 5.83 4.2600 9-8% 0.000 47.747 Total(Pt) Route 33 501 23-8 21/2 (See Notes) 65-3% 120 48.246 Route 34 ..... P0(1 6'-5%) 2f1(14'-10), P0(16-5%) 62-7 0.000941 -0.000 502 23-8 15.73 2.6350 127-101/2 0.120 48.367 Total(Pt) Route 34 ©M.E.P.CAD, Inc. Pill AutoSPRlNK2O18v14.4.5.0 5 6/17/2021 7:01:07AM Page 11 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 Fitting (q) Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total _________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Po and shown as (Foot) 531 23-8 21/2 (See 31-0 120 47.702 •••••Route 35••••• 62-7 P0(16-5%) Notes) 532 23'-8 11.09 2.6350 0.000493 2fT(14'-10), P0(16-51/2) 0.046 47.748 Total(Pt) Route 35 71.84 8-0 120 41.894 Route 36 ..... 5111 27-6% 2% Flow (q) from Route 8 0.112 5112 27-3% 30.22 2.6350 0.003147 8-0 0.025 42.032 Total(Pt) Route 36 52923 -8 21/2 (See 30-7% 120 47.681 Route 37 ..... - - 62-7 P0(16-5%) Notes) 530 23-8 13.40 2.6350 0.000699 2fT(14'-10), P0(16-5%) 93'-2% - I - 0.065 47.747 Total(Pt) Route 37 23'-8 2% (See 67-6 120 47.734 Route 38 ..... 62-7 -0.000 513 Notes) P0(16-5%) 514 23-8 16.23 2.6350 0.000997 2f1(14'-10), P0(16-5%) 130-1% 0.130 1 - - 47.864 Total(Pt) Route 38 542 27-9% 6.04 2 (See- 4-7% 120 46.093 Route 39 ..... Flow (q) from Route 43 10-5% _______ -0.010 Notes) —543 27 -10 6.04 2.1570 0.000424 ff(10'-5%) 15-1% 0.006 27-10 2 (See 4'-2 120 46.088 io'-o 1.800 543 Notes) 544 23-8 6.04 2.0670 0.000522 P0(10-0) 14-2 0.007 47.896 Total(Pt) Route 39 606 25-41/2 4.83 2 (See 4-8 120 47.144 Route 40 ..... Flow (q) from Route 57 10'-5% 0.028 Notes) 607 25-3% 4.83 2.1570 0.000281 fT(10'-51/2) 15-1% 0.004 25-3% 2 (See 1'71/2 120 47.177 10-0 0.712 607 Notes) 608 23-8 4.83 2.0670 0.000346 P0(10-0) 11-7% 0.004 608 23-8 6 12'-0 120 47.892 0.000001 602 23-8 4.83 6.3570 12-0 0.000 ©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 5 6/17/2021 7:01:07AM Page 12 4.67 4.67 2 2.1570 2 2.0670 4.67 120 0.000263 120 0.000324 4-8 (See Notes) 1051/2 15-1% (See 2'-2 Notes) 12-2 120 0.000522 (See 2-8 Notes) 18-6 21-2 2 6.04 2.0670 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Pipe Information Node 1 Elev I (Foot) K Factor K- Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Fitting (Foot) Pf Friction Loss Per Unit (psi) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total 602 23-8 4.65 6 12-0 120 0.000005 596 23-8 9.48 6.3570 12-0 596 23-8 4.67 6 120 120 0.000011 590 23-8 14.15 6.3570 12-0 590 23-8 4.71 6 111O1/2 120 0.000018 584 23-8 18.86 6.3570 I 584 23-8 4.80 6 12-0 120 0.000027 578 23-8 23.66 6.3570 12-0 578 23-8 4.95 6 12-0 120 0.000039 572 23-8 28.61 6.3570 12'-0 600 2571/2 4.65 2 (See Notes) 4'8 120 10'-51h 0.000262 2561,4 . 2.1570 öi 15'-1V2 601 25'-6Y2 2 (See Notes) 1101/2 120 10-0 0.000322 602 23-8 4.65 2.0670 11101/2 I 594 25-10V 595 25-10 I 595 25-10 596 23-8 I 547 23-8 ii 546 26-4 , © M.E.P.CAD, inc. AutoSPRiNK 2018 04.4.5.0 5 Date: 6/17/2021 Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, Eiev(Pe) when applicable, are added Friction(Pf) directly to (Pt) and shown as 47.892 Flow (q) from Route 41 0.000 47.892 Flow (q) from Route 42 0.000 47.893 Flow (q) from Route 48 0.000 47.893 Flow (q) from Route 47 0.000 47.893 - -- Flow (q) from Route 46 0.000 47.894 Total(Pt) Route 40 47.035 Route 41 ..... Flow (q) from Route 56 fT(10'-51/2) 0.028 0.004 47.067 - P0(10-0) 0.822 0.004 47.892 Total(Pt) Route 41 46.925 ••••• Route 42••••• Flow (q) from Route 55 fT(10'-51/2) 0.028 0.004 46.957 P0(10-0) 0.931 0.004 47.892 Total(Pt) Route 42 47.824 Route 43 ..... P0(10-0) fr(8-6) -1.158 0.011 6/17/2021 7:01:07AM Page 13 Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Total(Pt) Route 43 Route 44 ..... P0(10-0) fT(8'-6) fT(10'-5%) P0(10-0) Total(Pt) Route 44 ••••• Route 45..... Flow (q) from Route 49 fT(10'-5%) P0(10-a) Total(Pt) Route 45 Route 46••••• Flow (q) from Route 51 fT(10'-5%) Total(Pt) Elev(Pe) Friction(Pf) 46.676 -0.032 0.002 46.646 -0.599 0.045 46.093 47.830 -1.158 0.010 46.682 -0.032 0.002 46.651 -0.509 0.041 46.183 -0.010 0.006 46.179 1.710 0.007 47.895 46.296 -0.010 0.005 46.291 1.598 0.006 47.894 46.521 -0.003 0.004 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Pipe Information Elev i Flow added Fittings & Length C Factor Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) (q) Fitting Pt Friction Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) 546 26-4 2 4'-8 120 0.000424 545 26-5 6.04 2.1570 4-8 545 26-5 2 86-9 V2 120 542 27-9% 6.04 2.0670 0.000522 ::86:-:9/2 553 23-8 2 (See 2'8 120 Notes) 18-6 552 26'-4 5.71 2.0670 0.000471 21-2 - 552 . 26-4 - 2 4-8 120 551 26-5 5.71 2.1570 0.000383 4-8 551 26-5 2 86-9% 120 548 27-7 5.71 2.0670 0.000471 869h/2 548 27-7 2 (See 47h/2 120 Notes) 1051/2 - 549 27-7% 5.71 2.1576 - - 0.000383 15-1 V2 549 27'-7/ 2 (See 3111/2 120 Notes) ia-a 550 23-8 5.71 2.0670 0.000471 13-11V2 554 27-4 5.41 2 (See 471 120 Notes) o y2 555 27-4 5.41 2.1570 0.000346 15'-1% 27-4 2 (See 3'8 120 555 Notes) 10-0 556 23-8 5.41 2.0670 0.000426 13-8 576 26-9% 4.95 2 (See 4'7% 120 Notes) 10-5% 577 26-10 4.95 2.1570 15'-1% 0.000293 f. © M.E.P.CAD, Inc. Pill AutoSPRINK 2018 v14.45.0 5 Date: 6/17/2021 6/17/2021 7:01:07AM Page 14 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 Pipe Information Node I EIev 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) 577 26-10 2 (See Notes) 3'2 120 46.522 () 101-0 0.000361 1.366 578 23-8 4.95 2.0670 13-2 0.005 47.893 Total(Pt) Route 46 582 266h/2 4.80 2 (See Notes) 4'7% 120 46.630 ••••• Route 47 ..... Flow (q) from Route 54 fT(10'-5%) 10'-5V2 0.000278 -0.003 583 26-7 4.80 2.1570 1511/2 0.004 583 26-7 2 (See Notes) 2'11 120 46.631 P0(10-0) 10-0 0.000342 1.258 584 23'-8 - 4.80 2.0670 12-11 0.004 47.893 Total(Pt) Route 47 - 588 26'-21/2 2 (See Notes) 4-7% 120 46.779 ••"• Route 48"••• Flow (q)from Route 53 10-5% 0.000268 -0.003 589 26-2% 4.71 2.1570 15'-l% 0.004 589 - 26-21/2 2 (See Notes) 2'6% 120 46.780 P0(10-0) 1.109 101-0 0.000330 590 23-8 4:71 2.0670 1261/2 0.004 -. 47.893 Total(Pt) Route 48 568 26-4 5.41 2 4-8 120 46.686 Route 49 ..... Flow (q) from Route 50 0.000346 -0.032 567 26-5 5.41 2.1570 4-8 0.002 567 26-5 2 86'-9% 120 46.656 0.000426 -0.397 554 27-4 5.41 2.0670 86-9% 0.037 46.296 Total(Pt) Route 49 569 23-8 2 (See Notes) 2'-8 120 47.836 " Route 50 ..... () fT(8'-6) 18-6 0.000426 -1.158 568 26-4 5.41 2.0670 21-2 0.009 46.686 Total(Pt) Route 50 580 27-0% 4.95 2 4-8 120 46.386 Route 51 ..... Flow (q) from Route 52 0.000293 -0.020 579 27-1 - 4.95 2.1570 4'-8 0.001 (.,©M.E.P.CAD, Inc. Ril AutoSPRINK2O18v14.4.5.O 5 6/17/2021 7:01:07AM Page 15 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 FittinglDevice (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) 579 27-1 2 I 86-91/2 120 46.367 F 0.123 0.000361 576 2691/2 4.95 2.0670 I 86-91/2 0.031 46.521 Total(Pt) Route 51 575 23'-8 5.15 4 12-0 120 47.840 Route 52 Flow (q) from Route 16 0.000274 581 23-8 28.61 4.2600 12-0 0.003 581 23'-8 2 (See Notes) 341/2 120 47.843 P0(10-0) ff(86) 18-6 0.000361 -1.466 580 2701/2 4.95 2.0670 21101,4 0.008 46.386 Total(Pt) Route 52 _581 238_.. _......495 4 12-0 120 47.843 Route 53 Flow (q) from Route 52 0.000193 587 23-8 23.66 4.2600 12-0 0.002 587 23-8 - 11101/2 4 120 47.846 593 23-8 18.86 4.2600 0.000127 11-10% 0.002 593._ _238___ - ___. 2 (See Notes) 371/2 120 47.847 P0(10-0) fT(8'-6) 18'-6 0.000330 -1.568 592 27-3% 4.71 2.0670 22'1h/2 0.007 592 27-3% 2 4-7% 120 46.287 0.000268 -0.007 591 2731/2 4.71 2.1570 4'-7Y2 0.001 591 2731/2 2 86 9 120 46.2811/2 0.000330 0.469 588 26-2% 4.71 2.0670 86-9% 0.029 46.779 Total(Pt) Route 53 587 23-8 2 (See Notes) 3'-71/2 120 47.846 Route 54 ..... P0(10-0) fT(8'-6) 18'-6 0.000342 -1.568 586 27-3% 4.80 2.0670 22-1% 0.008 586 27-3% 2 4-7% 120 46.285 0.000278 -0.007 585 27-3% 4.80 2.1570 4'-7% 0.001 I I I I I I' I Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 ©M.E.P.CAD, Inc. Pill AutoSPRlNK2018v14.4.5.0 5 6/17/2021 7:01:07AM Page 16 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 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 Fitting I (q) Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) Friction(Pf) directly to (P0 and shown as 585 27-3% 2 86-9% 120 46.279 J 0.000342 0.321 582 26-6% 4.80 2.0670 86-91/2 0.030 46.630 Total(Pt) Route 54 23-8 4.71 4 I Route 12-0 120 47.847 55 Flow (q) Route 53 23-8 14.15 4.2600 0.000075 I 599 12-0 0.001 599 23-8 2 (See 3'41/2 120 47.848 P0(10-0) 18-6 0.000324 -1.462 Notes) fT (8-6) 598 2701/ 4.67 2.0670 21-10% 0.007 598 7-0% 27-0%-- 2 4-8 120 46.393 -0.021 - - - - 27-1 4.67 2.1570 0.000263 4-8 0.001 597- 27-1 2 86-91/2 120 46.373 0.524 25-101/2 ---4-.-67- 2.0670 0.000324 594 86-9% 0.028 - 46.925 Total(Pt) Route 55 12 -0 120 47.848 Route 56 599 _238_ 4.67 ---- 4 Flow (q) from Route 55 605 23-8 . 9.48 4.2600 0.000036 12-0 0.000 605 23-8 2 (See 3'0 120 47.849 P0(10-0) 18-6 -1.306 Notes) 604 26-8 4.65 2.0670 0.000322 fl(8-6) 21-6 0.007 604 26-8 2 4-8 120 46.549 -0.032 0.000262 4'-8 0.001 603 26-9 4.65 2.1570 603 26-9 2 86-9% 120 46.518 0.489 600 25-7% 4.65 2.0670 0.000322 86-9% 0.028 47.035 Total(Pt) Route 56 605 23-8 4.65 4 (See 12-0 1 120 47.849 T Route 57 Flow (q) from Route 56 26-4 1 Notes) 611 23-8 4.83 4.2600 0.000010 P0(26-4) 3 8'-4 I 0.000 © M.E.P.CAD, Inc. Pill AutoSPRINK 2018 v14.4.5.0 5 6/17/2021 7:01:07AM Page 17 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) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 611 23-8 2 (See 2-8 120 47.849 8-6 -1.151 Notes) 610 26-4 4.83 2.0670 0.000346 fi(8'-6) 11'-2 0.004 610 26-4 2 4-8 120 46.702 -0.032 609 264h/2 4.83 2.1570 0.000281 4-8 0.001 609 264h/2 2 86-9% 120 46.671 0.443 606 25-4% 4.83 2.0670 0.000346 86-9% 0.030 47.144 Total(Pt) Route 57 LI Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 Date: 6/17/2021 I I I I I I I I I f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 5 6/17/2021 7:01:07AM Page 18 I I I I Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 I lEquivalent Pipe Lengths of Valves and Fittings (C=1 20 only) Actual Inside Diameter 4.87 ( \ =Factor Schedule 40 Steel Pipe Inside Diameter ) I I 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 11W 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 I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap IC Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1,51 Date: 6/17/2021 I I I I I I I I I I ,©M.E.P.CAD, Inc. ill AutoSPRlNK 2018 v14.4.5.0 5 6/17/2021 7:01:07AM Page 19 Hydraulic Graph N 1.85 Date: 6/17/2021 Static Pressure 92.700 461.1791A41— 1.17 121 1461.17 Water Supply Summary Sheet Node: I - - 1750.00 c 85.500 . 1 : with Hose Allowance at Source System demand curve 111111111 111111111 11II1 II 111111111 III I I I I I I I I I I I I I I I I I 0 750 1500 2251 3000 3750 5250 4500 6000 6750 7500 Flow - gpm (,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2021 7:00:30AM Pafle 1 Job Name: QUIDEL RUTHERFORD Remote Area Number: 5 100 90 80 70 60 U) 0 50 0 40 30 20 10 3131 Camino Del Rio North, Suite 1080 San Diego, CA 92108 619.521.8500 kpff.com 06/21/2021 City of Carlsbad Attn: Fire Prevention 1635 Faraday Avenue Carlsbad, CA 92008 Re: Quidel Rutherford TI Fire Sprinkler Structural Review KPFF Project No. 2000554 To City of Carlsbad, We have reviewed the Western Fire Protection's drawings, for 2285 Rutherford Road, dated May 21, 2021. Our review was limited to the existing roof framing and the capacity of this framing to support loading from the new fire sprinkler system. The existing roof framing is adequate to support the fire sprinkler reactions per Chapter 16 of the 2019 California Building Code. Design of fire protection system supports and seismic bracing was not included in the scope of this review. Sincerely, ric—Lehm4kul Principal LUD KPFF Consulting Engineers oFESSI\ ERIC/ LEHM L No. 6 /2 * t,uc OF C Victaulic® FireLockTM Series FL-QR Standard Coverage, Quick Response Upright, Pendent and Recessed Pendent Sprinklers ,htauicr K2.8 (4.0), K4.2 (6.1), K5.6 (8.1), K8.0 (11.5) 41.01 1.0 PRODUCT DESCRIPTION QUICK RESPONSE UPRIGHT SPRII ALERS SIN V2815 - V4215 V2704 V3402 ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR' 2.8 lmp./4.0 S.I. 4.2 Imp./6.1 S.I. 5.6 Imp./8.1 S.I. 8.0 Imp./11.5 S.I. - CONNECTION ½" NPT/15mmBSPT ½" NPT/15mm BSPT ½" NPT/15mm BSPT/IGS 3/4" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 1 175 psi/1 200 kPa 175 psi/i 200 kPa 175 psi/1200 kPa cULus 250 psi /1725 kPa 175 psi/1200 kPa - GLOBE RE-DESIGNATION [ GL2815 GL4215 - - - GLOBE EQUIVALENT J - - GL5615 - GL8118 QUICK RESPONSE PENDENT SPRINKLERS SIN V2801 V4201 V2708 V3406 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR' 2.81mpi4.0S.l. - 4.21mpJ6.1 S.I. 5.61mpi8.1S.I. 8.0lmpil1.5S.1. - CONNECTION ½' NPT/15mm BSPT ½' NPT/15mm BSPT ½" NPT/15mm BSPT/IGS 1/4" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 175 psi /i 200 kPa 175 psi /1200 kPa 175 psi /1200 kPa cULus 250 psi/1725kPa 175 psi/1200 kPa GLOBE RE-DESIGNATION GL2801 GL4201 - - L. GLOBE EQUIVALENT - - GL5601 GL8101 QUICK RESPONSE RECESSED PENDENT SPRINKLERS SIN V2801 - V4201 V2708 V3406 ORIENTATION PENDENT PENDENT PENDENT I PENDENT K-FACTOR' 2.8 Impi4.0 S.I. 4.2 Imp./6.1 5.1. 5.6 Imp./8.1 S.I. 8.0 Imp/u.5 S.I. CONNECTION ½" NPT/15mm BSPT ½" NPT/15mm BSPT ½" NPT/lsmm BSPT/IGS 1/4" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE , 175 psi/i 200 kPa 175 psi/1 200 kPa 175 psi/1 200 kPa 175 psi/i 200 kPa cULus 250 psi/1 725 kPa ESCUTCHEON Recessed Recessed Recessed Recessed .GLOBE RE-DESIGNATION GL2801 GL 201 - - GLOBE EQUIVALENT - - I GL5601 I GL8101 AVAILABLE GUARDS/SHIELDS SPRINKLER V28 V42 V27 V34 Upright Pendent I AVAILABLE WRENCHES SPRINKLER 1il562 Recessed V56 Open End V27-2 'Recessed V27 V34-2 Recessed i V34 Open End /t6 Hex-Bit V2815 and V42151 I 1 V2707 and V2704 - V3402 V2801, and V4201 V2706 and V2708 V3406 I L - - U • - Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/FM: 7 psi/48 kPa/.5 bar VdS: 5 psi/35 kPa/.35 bar (Upright only) Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. uir+u,Iir- mm 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. 1 J'tauIic victaulic.com 2.0 CERTIFICATION/LISTINGS UPRIGHT APPROVALS/LISTIFI SIN V2815 V4215 V2704 V3402 Nominal K Factor Imperial 2.8 4.2 8.0 Nominal K Factor 5.1.2 4.0 6.1 11.5 Orientation UPRIGHT UPRIGHT UPRIGHT 135°F157°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F168°C cULus 175°F/79°C 175°F!79°C 175°F/79°C 200°F/93°C 200°F193°C 200°F193°C 286°F/141°C 2867/141 *C p286°F/1 41°C 286°F/141°C 135°F/57°C 155°F/68°C FM - - 175°F/79°C / 175°F/79°C 7 200°F/93°C 286°F/141°C 135°F/57°C 155°F/68°C LPC 175°F179°C B - - 175°F/79°C 200°F/93°C 286°F/141°C 135°F/57°C 155°F/68°C CE - - 175°F/79°C 200°F/93°C 286°F/141°C 135°F/57°C VdS - - 175°F/79°C 200°F/93°C 286°F/141°C CCC 155°F/68°C K-ZSTZ - 286°F/141°C For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. PENDENT APPROVALS/LISTINGS SIN V2801 f V4201 V2708 V3406 Nominal K Factor Imperial 2.8 4.2 5.6 8.0 Nominal KFactor SI.2 4.0 6.1 ' 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Flush/Extended Flush/Extended I Flush/Extended 1 Flush/Extended Approved _Temperature _Ratings _F°IC° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141 °C 286°F/141 °C 286°F/1 41°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C FM - - 175°F/79°C 175°F179°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C CCC 155°F/68°C 155°F/68°C K-ZSTX - j 286°F/141°C - 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the 01CR Rule. 41.01 16343 Rev C Updated 04/2021 C 2021 Victaulic Company. All rights reserved. victaulic.com 2 \J( -tau lic Approved Temper ture Ratings F°/C° 135°F/57°C I 155°F/68°C 5.6 8.1 UPRIGHT 155°F/68°C 175°F/79°C 200°F/93°C 135°F/57°C 155°F/68°C 155°F/68°C 175°F/79°C / 200°F/93°C 286°F/i 41°C 135°F/57°C 155°F/68°C 200°F/93°C 286°F/141°C 135°F/57°C 175°F/79°C 200°F/93°C 286°F/141°C 135°F/57°C 155°F/68°C 200°F/93°C 286°F/i 41°C 155°F/68°C 175°F/79°C 286°F/i 41°C victaulic.com 2.0 CERTIFICATION/LISTINGS (CONTINUED) RECESSED PENDENT APPROVALS/LISTINGS SIN V2801 - V4201 V2708 - V3406 Nominal K Factor Imperial 2.8 4.2 5.6 8.0 Nominal K Factor S.12 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Recessed Recessed I Recessed Recessed Approved Temperature Ratings F°/C° i 135F/57°C 135°F157°C 135'F/57'C135F/57°C 155°F/68°C 155°F168°C 155F/68°C cULus 175°F/79°C 175°F/79C 155°F/68°C 175F/79°C 200°F/93°C 200°F/93C 175°F/79°C 200°F/93°C 286°F/141°C 286°F/141 C 200F/93°C 286F/141 C FM 135F/57°C 135°F/57°C WITH ½" ADJUSTMENT - - 155°F/68C 155°F/68C ESCUTCHEON ONLY 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C CCC 155°F/68C 155F/68°C K-ZSTX - - I 200°F/93C 286°F/141°C ° 286F/141°C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com Ai -C- Jt -au Iicr victaulic.com 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm 1/2713 mm make-in Load Screw: Bronze jNominal Pip Cap: Bronze Frame Lodgement spring Spring Seal: PIFE coated Beryllium nickel alloy Pip cap and Frame: Brass spring seal 63 mm Bulb Lodgement Spring: Stainless steel Load screw Installation Wrench: Ductile iron Deflector Sprinkler Frame Finishes: 33 mm Plain brass Chrome plated 316/ White polyester painted3.4 Deflector 37 mm Flat black polyester painted3 Load screw Bulb Custom polyester painted3'4 Pip cap and VC-2505 spring seal ________ 2½'! Lodgement spring 63 mm Not available on the Intermediate Level Style Pendent. Frame UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. _________________ NOTE ½"/13 mm For cabinets and other accessories refer to separate sheet. Nominal make-in 316/11 mm N Nominal make-in 1316"! Deflector 40mm Lodgement spring Load screw Pip cap and Bulb spring seal Bulb 58 mm Pip cap and spring seal 57mm Load screw Lodgement spring Frame Frame ¼ !'/m 31 mm L7A6'ytl mm Nominal make-in 37 mm Deflector _,J_ 37 mm Load screw Bulb I Load screw Bulb De8ector Pip cap and spring seal 2½"! Pip cap and Lodgement spring 63 mm spring seal "! Frame __________ Lodgement spring m F Frame 1/2713 mm Nominal make-in Nominal make-in 41.01 16343 Rev c Updated 04/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 4 '%,s4taulic victaulic.com 4.0 DIMENSIONS 235/60 mm 2/51 mm Hole in ceiling 55722 mm Max. (Y" Adj.) /s'716 mm Max. (1/2" Adj.) 5573 mm Mm. Typical ceiling H' 1 W/29 mm Mm. (W Adj.) 13/8"/34 mm Mm. (W Adj.) Finished surface I1/8"/47 mm Max. 25A&775 mm 21/8760 mm 2751 mm - Hole in ceiling 55722 mm Max. (3/4" Adj.) W/16 mm Max. (W Adj.) 5573 mm Mm. Typical ceiling Finished surface 155/47 mm Max I 215A6775 mm 155729mm Mm, (1/4' Adj.) 13/s"/34 mm Mm. (1/2" Adj.). 21/8760 mm I- 2/51 mm -i Hole in ceiling 1725 mm Max. (1/4' Adj.) 35/19mm Max.-(1/2" 3576mm Mm. Typical ceiling l5As724 mm Mm. (W 11116743 l3ls'730mm Mi (½" Finished surface mm Ma 215/16 /75 mm 41.01 16343 Rev C Updated 04/2021 35 2021 Victaulic Company. All rights reserved. victaulic.com 5 '04tauiic victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -670FI-550C to those shown in the table below. -40: Victaulic FireLocknM Automatic Sprinklers Installation and Maintenance Instructions I49 Style V9 Victaulic FireLockTM IGSTM Installation-Ready1M Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patentor other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the one of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victautic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 41.01 16343 Rev C Updated 04/2021 © 2021 Victaulic Company. All rights reserved. victaulic .com 4taUIic SERIES GL-QR STANDARD COVERAGE, QUICK RESPONSE UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLERS K-FACTOR: 2.8, 4.2, £6, 8.0 GENERAL DESCRIPTION I I I I I I I I I I I I I I I I I 1 1 : 4077 Globe Series GL-QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K-factors, temperatures and finishes as shown. Recessed escutcheons with either 1/2" or 3/4" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkler/escutcheon combinations and Listings). Some pendent models are additionally available with a special "Seismic" escutcheon to meet the IBC-ASCE/ SEI 7 requirements for use in seismic design categories C, D&E. OPERATION Upon exposure to heat such as from a fire, the fluid in the bulb expands, comprèsng the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN Upright: GL2815, GL4215, GL5615, GL8115, GL8118 Pendent, Recessed Pendent: GL2801, GL4201, GL5601, GL810I, GL8106 Approvals cULus.FM•LPCB.CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel J1) RECESSED PENDENT UPRIGHT PENDENT - 0L I RECESSED PENDENT SEISMIC IBC/ASCE/SEI CODES FINISHES AND ACCESSORIES Finishes Factory Bronze Chrome White Polyester Black Polyester - special order Escutcheons Brass Chrome • White Polyester• Black Polyester Wrenches Standard • Recess • 1/2" NPT • 314" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, 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. NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. FIGURE 1: STANDARD SPRINKLER WRENCH V NPT P/N 325390 3/4 NPT P/N 312366 FIGURE 2: RECESSED SPRINKLER WRENCH ½" NPT P/N 325391 %" NPT P/N 325401 CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). SEP 2019 GFS-100 PAGE 2 OF 6 SIN GL2815 GL4215 (" GL5615 (1) GL8115 * GL8118 (1) ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2(15mm) 1/2" (15mm) 1/2(15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. I TABLE A: UPRIGHT SPRINKLER APPROVALS DEFLECTOR FRAME COMPRESSION SCREW BULB 2-1/4" BULB SEAT (57.1 mm) H FL AT LAT NPT 7/16"(11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 COMPRESSION SCREW— BULB- 2-7/16" BULB SEAT (62 mm) WRENCH FLAT LOBE NPT 1/2° (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GLBII8 al-v. jaa TABLE B: PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL5601 (1) GL8I0I * GL8106 (1) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2(15mm) 1/2" (15mm) 1/2(15mm) 3/4" (20mm) HAZARD L.H. LA L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. 7/16" (11.1 mm) NOMINAL MAKE-IN 1/2" NPT & WRENCH FLAT BULB - SEAT 2-1/4" (57.1 mm) BULB _______________.__H___H COMPRESSION 2IIIIIIIiiii CTOR FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS 6L2801, GL4201, GL56C1, GL8I0I 1/2" (12.7 mm) NOMINAL MAKE-IN 314" NPT WRENCH FLAT I. BULB SEAT 2-7/16" (62 mm) COMPRESSION SCREW BULB DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 SEP 2019 GFS-1 00 PAGE 4 OF 6 TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 (1)(2) GL5601 (1)(2) GL8I0I * (1)(2) GL8106 (1)(2)(3) ORIENTATION RECESSED PEND. RECESSED FEND. RECESSED FEND. RECESSED FEND. RECESSED FEND. K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141 °C) 286°F (141 °C) 286°F (141 °C) FM Approved 135'F (57-C) 135:F (57:C) Note: 1/2" Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) "E NA 155°F (68°c) N 155°F (68°c) 175°F (79°C) 175°F (79°C) 200°F (93°c) 200°F (93°C) * FOR RETROFIT USE ONLY cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING cULus / LPCB ICE APPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY --2 15/16°DIA.—° 2 DIA. MIN. HOLE IN CEILING - —129/32" OJA. - REDUCER - 1/8°M15 ,1 I(IrrF : CEIUNGJ aip l/E' RETAINER1 , 13/4" MAX. FIGURE 7: RECESSED ESCUTCHEON TABLED: STANDARD ESCUTCHEONS 314' ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325-27-B Stainless Steel t 326140 j NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326C-42-W Black Polyester 332073-B 326042-B 41 ~(114—) OJA. 37/8" (98mm)- / , [) 4(101mm) 3M. 919,— HOLE IN CEILING an K REDUCER 1/8° (3mm) MIN. 5/8° (16mm 7/8° (22—)MAX. - 1/2° (12mm) AD). 3/4° (19mm) AD). CEILING Cup 1/4 m) RETAINER 1 (25mm) MIN. 11/2° (38mm) MAX. - 1/1° AD). 13/4° (44mm) MAX. -3/4° AD). - FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E. TABLE E: SEISMIC ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W TABLE F. PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx F SIN I TEMPERATURE GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL8101 8101 GL8106 8106 135 135-F (57-C) 155 155°F(68°C) 175 175°F(79°C) 200 200'F (93-C) 286 286°F(141°C) FINISH [01 BRONZE 02 CHROME 03 WHITE POLYESTER 04 1 BLACK POLYESTER Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combüjations. ORDERING INFORMATION SPECIFY: SPRINKLER Quantity• SIN Orientation Orifice• NPT• Temperature Rating Finish • Part Number (See TABLE F) ESCUTCHEON Quantity° Finish • Part Number (See TABLE D & TABLE F) WRENCH Quantity. Part Number 1/2° NPT Standard ....................325390 3/4° NPT Standard ....................312366 1/2° NPT Recess .....................325391 3/4" NPT Recess.....................325401 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 989-846-4583 • www.globesprinkler.com Technical Support 989-414-2600. techservicegIobesprinkIer.com 40 SEP 2019 GFS-1 00 PAGE 6OF6 I I Worldwide tqcco Contacts www.tyco-fire.com Ultra K17 - 168 K-factor Upright Control Mode Specific Application Sprinkler I Standard Response, 155°F (68°C) & 200°F (93°C) I I I I General Description The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprinkler (Ref. Figure 1) is an automatic sprin- kler of the frangible bulb type. It is intended for use with National Fire Pro- tection Association Control Mode Spe- cific Application installation criteria for the protection of high piled storage. It may also be utilized as a 16.8 K-fac- tor,upright, standard response storage sprinkler in accordance with Factory Mutual Loss Prevention Data Sheets. See FM 2-0 and 8-9 for specific design and installation criteria. The Ultra K17 Sprinkler can provide a higher level of protection than other standard spray sprinklers and,-in _some cases, it can provide an economi- cal advantage by eliminating in-rack sprinklers. Applications for the Ultra K17 Upright Control Mode Specific Application Sprinkler are expanding beyond the current specific application listings! approvals. For information regard- ing research fire tests which may be acceptable to an authority having juris- diction, please contact the Technical Services Department. 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. The Ultra K17, Standard Response, Upright Control Mode Specific Applica- tion Sprinkler described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) Refer to Table A for sprinkler identification number. Technical Data- Approvals UL and C-UL Listed FM and NYC Approved Refer to Table C for specific details on laboratory listings and approvals. The approvals apply to the service conditions indicated in the Design Criteria section. Finish Natural Brass Physical Characteristics Frame .............................Bronze Button ............................Bronze Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb (5 mm).........................Glass Compression Screw ..................Brass Deflector ..............Chrome Plated Brass Additional Technical Data Refer to Table A for additional technical data. Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. AIIII 'I.lO I I 1 I I ri I I TFP33O Page 2 of 4 I _&X-0 2-MA 2 - Button 1 - Frame 3 - Sealing Assembly 4 - Bulb __________ 4 1/2 5 - Deflector (12, mm) ________ 2-3/8 MAKE-IN 6 - Compression Screw : 7 NOMINAL (60,3 mm) * Temperature rating is indicated on deflector. t WRENCH 3/4" FLAT NPT CROSS SECTION UPRIGHT FIGURE 1 ULTRA K17,1557 (68°C) & 200°F (93°C), UPRIGHT SPRINKLER (TY7153) Item Description TY7153 Sprinkler Identification Number (SIN) 1Y7153 is a redesignation for c7153, G1887, and S8042. K-factor, gpm/psi½ (lpm/bar½) 16.8 gpm/psV' (241,9 1pm/bar½) Temperature Rating F ( C)1 68 C)l I505O Yg Thread Size 3/4 in. NPT Sprinkler Orientation Upright Maximum Working Pressure, psi (bar) 175 psi (12 bar) Note: 1. Refer to Table C for laboratory listings and approvals. TABLE A ULTRA K17 UPRIGHT SPRINKLER TECHNICAL DATA Design Criteria UL and C-UL Listing Requirements The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprin- kler may be installed in accordance with NFPA 13 "Control Mode Specific Application Sprinkler (for Storage Use)" requirements to provide ceiling only protection (that is, no in-rack sprin- klers) for high piled storage occupan- cies (Solid-piled, palletized and rack storage including but not limited to Class l-IV and Group A plastics) using the criteria from NFPA 13. Refer to Table B for additional information. FM Approval Requirements The TYCO 16.8 K-factor, Ultra K17 Sprinklers may be installed with the applicable storage sprinkler guide- lines provided by Factory Mutual. (FM guidelines may differ from UL and C-UL Listing criteria.) I TFP33O Page 3 of 4 Storage Type NFPA FM Global Sprinkler Type CMSA Storage Response Type SR SR System Type Wet and Dry Wet and Dry Temperature Rating F ( C)1 155 200 YP9 t; 55 o o Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM 2-0 and 8-9 Class l-IV and Group A or B Plastics Solid Pile or Palletized Class 1-IV and Group AorBP?astics e of 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 Refer to NFPA 13 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 ULTRA K17 UPRIGHT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW SPRINKLER FINISH TYPE TEMPERATURE BULB NATURAL BRASS WITH LIQUID CHROME DEFLECTOR 155 F (68 C) Red 3,4 UPRIGHT K16.8 (TY7153) 200 F(93 C) Green 1, 2, 3, 4 NOTES: Listed by underwriters Laboratories, Inc. (UL Listed) Listed by Underwriters Laboratories, Inc. for use in Canada )C-UL Listed) Approved by Factory Mutual Research Corporation (FM Approved) Approved by the City of New York under MEA 177-03-E TABLE C LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria section) I I Ii I Ii I I I I I I I I I I I I I I I rrssu Page 4 of 4 I WRENCH N N RECESS FIGURE 2 W-TYPE 8 SPRINKLER WRENCH Installation The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprinkler must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontal, a small air bubble should be present.. The diameter of the air bubble is approximately 1/16 in. (1,6 mm). A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-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: Step 1. With pipe thread sealant applied to the pipe threads, hand tighten the Ultra K17 Sprinkler into the sprinkler fitting. Step 2. Using the W-Type 8 Sprinkler Wrench (Ref. Figure 2) applied to the sprinkler Wrench Flats (Ref. Figure 1), tighten the Ultra K17 Sprinkler into the sprinkler fitting. Care and Maintenance The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprinkler must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems 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 other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to Installation section for additional information. The owner is responsible for the inspec- tion, 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. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Ultra K17 (1Y7153), K = 16.8, Upright Control Mode Specific Appli- cation Sprinkler, Standard Response, (specify) temperature rating, P/N (specify): 155°F (68°C)..................51-887-1-155 200°F (93°C) .................51 -887-1-200 Sprinkler Wrench Specify: W-Type 8 Sprinkler Wrench, P/N 56-892-1-001 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02018 Johnson Controls. All rights reserved. All specifications and other Information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA one rnglsto,00 t,00s,natl,s of National P1,0 P,ol0000n Association; TEFLON Is e registered trademark at DuPont I I 1 1 I I LI I 'I I I I I I I Johnson Controls I Victaulic® VicFlexTM Sprinkler Fittings JtauIicr Series AH2 and AH2-CC Braided Flexible Hoses 10.85 Series AH2 Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component Series AH2 17DN25 ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.75/140 mm straight reducer. Series AH2-CC 1/DN25 ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.75/140 mm straight reducer. Connections From Branchline 3,4"/20mm BSPT female thread (VdS only) 1 1%"/32mm BSPT female thread (LPCB only) 1"/25mm NPT or BSPT female Thread 1"/25mm Grooved IGS (refer to Submittal 10.54 for additional IGS connections) No. 116 CPVC Adapter (1"/25mm Female CPVC Socketx 1"/25mm Grooved IGS) No. 142 Welded Outlet Style 922 Outlet-T Style 920N Mechanical-I Outlet No. 65 Grooved End of Run Fitting Hose Inlet 1/25mm Grooved IGS 1"/25mm NFl or BSPT male thread 3/4"/20mm BSPT male thread (VdS only) 1 1/4"/32mm BSPT male thread (LPCB only) 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 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic company. All rights reserved. 1 '.JtauIic victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Sprinkler Reducer Sprinkler Connection: ½' and 34'ilSmm and 20mm NPT or BSPT female thread Straight Lengths: 5.75", 9", 137140mm, 230mm, 330mm 90 Elbows Standard Short Low Profile Short Standard Long Low Profile Long (Short elbows typically used with concealed sprinklers. Long elbows typically used with recessed pendent sprinklers) I Brackets Style A132 for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style A133 for surface mount applications, wood, metal and block walls, or ceilings Style A134 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style A135 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style A137 for suspended and hard-lid ceilings Style A137 Adjustable for suspended and hard-lid ceilings Style AB10 for Armstrong® TechZoneTM ceilings Style A1311 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 90° low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 47100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings Strut channel and pipe clamp, not supplied by Victaulic Maximum Working Temperature . I 2250F/1070C 150°F/65°C (No. 116 CPVC Adapter) Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) 175 psi/1206 kPa (No. 116 CPVC Adapter) Minimum Bend Radius 7/178mm (FM/CCCf Approval) 2751 mm (cULus Listed) I 3/76.2mm (VdS/LPCB Approved) I 10.85 5839 Rev AK Updated 03/2021 02021 victaulic Company. All rights reserved. victaulic.com 2 'JtaUIiC I I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic company. All rights reserved. I 3 victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) I Maximum Allowable Sprinkler K-Factors FM (1/2715mm reducer) K5.6/8,1 (Si.), (3/4'720mm reducer) K14.0/20,2 (SI.) I . cULus (1/2715mm reducer) K8.0/11,5 (SI.), (34/20mm reducer) K14.0/20,2 (SI.) VdS/LPCB (1/2715 mm reducer) K5.6/8,1 (Si.), (3/4720 mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS USTED C (C us OLPCB I NOTE The VicFiex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® cvc Products and is therefore covered under the Spears® FlarneGuard® Installer Protection Plan. 3.0 SPECIFICATIONS - MATERIAL Series AH2: I Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon l Nut and Nipple: Carbon Steel, Zinc-Plated Reducer (1/2'715 mm or 3/4"/20 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC: Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut: Carbon Steel, Zinc-Plated Reducer [1/2715 mm or 3/4"/20 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. I Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish No. 116 Adapter Fitting: CPVC and Brass Seal: Victaulic EPDM I I I I I Series AH2-CC Braided Hose Hose Length A B inches inches inches mm mm mm 31 24.5 29.8 790 622 757 36 29.5 34.8 915 749 884 48 41.5 46.8 1219 1054 1189 60 53.5 58.8 1525 1359 1494 72 65.5 70.8 1830 1664 1798 Item Description - Flexible Hose Isolation Ring Gasket Nut - .1 - Captured Coupling r 6 I Braid - Collar/Weld Fitting Sleeve - -. Reducer victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose _ I ii 1''II I III U_I !!.I UjIniiui1 Hose Length Dimensions Hose Length A B inches inches inches mm mm mm 31 25.3 31 790 641 790 36 31.3 36 915 794 915 48 42.3 48 1219 1073 1220 60 54.3 1 60 1525 1378 1525 72 66.3 72 1830 1683 1830 Item Description Flexible Hose 2J Isolation Ring _3 Gasket 1 _ Nut Adapter Nipple 6 Braid Collar/Weld Fitting - 8 Sleeve 9 ________ Reducer I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4 \j$'tauIic 1.88/ 48 mm 2.84"/ 89 mm 72 mm i victaulic.com 4.0 DIMENSIONS (CONTINUED) Standard Reducer uII!IlI,III,IIIr'IIII°I,II91 575/140 mm straight reducer Optional Reducers 2.62/ 66.5 mm 2.62/ 66.5 mm 7.25I - 184.2 mm lIlIIIIllIllhIIIllllIllll tIIIII . 5.507 6.577 139.7mm —J 166.9 mm 5.007 90/229 mm straight reducer 3.25/ 127.0 mm 122.7 mm 82.6 II1Il 1 mm 13.0/330 mm straight reducer Short 90° elbow reducer Long 90° elbow reducer NOTE The Short 90° elbow reducer is typically usedwith concealed sprinklers while the longer 90 elbow is typically Used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile 1.4/ 1.4/ 36mm 36mm Short 90° elbow reducer Long 90° elbow reducer NOTE Style AB11: When low profiles elbows are with the Style ABI1 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent sprinklers. No. 116 CPVC Adapter NOTES E to E is 3.0776.0 mm The No. 116 CPVC Adapter has 2 ft. (0.6 m) EQL of 1 Schedule 40 pipe. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 j -tau Iic victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB2 Suspended Ceilings Hard-Lid Ceilings Item L Description 24/610mm 0r48"/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Style AB3 Surface Mount Applications FM/LPCB Approved Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item J Description 1 24"/610mm 0r48'/1219mm Square Bar 2TPatented Vertically Adjustable Center BracketJ 3 End Bracket for Hat Furring Channel I NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 6 .J(tauiac I vctauIic.com 4.2 DIMENSIONS VicFlex Brackets Style AB5 Hard-Lid Ceilings Item I Description 1 24/610mm 0r48"/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket [_3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed, Style AB7 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24'7610 mm 0r4871219mm Square Bar 2 Patented 1-Bee2 Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. Style AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description 1 700 mm or 1400 mm Square Bar, 2 1 Patented 1-Bee2 Center Bracket 3 End Bracket (adjustable) NOTE Both sizes FM/VdS/LPCB Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 7 I I I I I I I I I I I I I I I I I J'taUIic Style AB11 Suspended ceilings Hard-Lid ceilings Item Description i 24'7610 mm 0r48"/1219mm Square Bar 2 I Patented 1-Bee2 Center Bracket End Bracket NOTE FN1/VdS Approved, cuLus listed. victaulic.com 4.3 DIMENSIONS VicFlex Brackets Style AB1O Suspended ceilings Armstrong® TechZoneTM Item Description 6/152mm Square Bar 2 Patented I -Bee2l Center Bracket 3 End Bracket NOTE FM/VdS/LPCB Approved, cULus listed. Style AB12 - Suspended ceilings Hard-Lid 5eilIngs Item I Description 1 Style AB1 2 Bracket Body 2 I #2 Sauare Drive Set Screw NOTE FM/VdS Approved I LI I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 8 j4-C tauuicr I i I I I victaulic.com 4.3 DIMENSIONS (CONTINUED) VicFlex Brackets Style ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item L Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar Cap Screw, Serated Flange, M6 x 1 x 20, T25 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x x 15.24, T25 Torx Drive Recessed NOTE FM Approved. Style ABMM Surface mount Stand-off mount Item ... Description [ 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 x 1 x 15.24, T25 Torx Drive Recessed NOTE FM Approved I I I I I I I I 10.85 5839 Rev AK Updated 03/2021 © 2021 victaulic Company. All rights reserved. victaulic.com 9 J(1tauiic r I I I I I I I I I 2W/6033 mm V2707 MAX. EXTENSION victaulic.com 4.4 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket 1.7"/43 mm Typical ceiling grid See note Bracket Assembly Style AB2 Finished surface 247610 mm 0r48"/1219 mm on Center V2707 3/4119 MM MAX. RECESS 4y/ 111 mm 5/s'715.9mm I - Typical ceiling tile Hose Clearance Chart Straight Reducer Long Elbow I Short Elbow V2707 V3802 V2707 V3802 3/4" ½ - " - 3/4 ½ V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½ Max Recess 3/4"Max Recess ½" Max Recess inches inches inches inches inches inches inches inches MM mm mm mm mm mm mm mm Minimum 2.0 3.0 7.0 - Bend Radius 50 80 175 "A" Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 10 A-i—c—t:a—ulicr Bracket Assembly Style AB2 V38 MAX. EXTENSION I I I I I I I I I I I I I I I I I I I victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket See chart 21t16768 mm mw, hnle 2x4 Stud Typical 16/406 mm C/C - V38 W'/13 mm MAX. RECESS Hose clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4"I20mm WI 13mm 3/4°l20mm 3/4'120mm ½'113mm 3/4"120mm 3/4"120mm ½"113mm 3/4"120mm Max Recess' Max Recess Sidewall--.. Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 -- 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4"120mm 3/a"I20mm ½'113mm Max Recess Sidewall Max Recess inches inches inches mm mm mm "A" Minimum - Bend Radius "A" Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. - 10.85 5839 Rev AK Updated 03/2021 0 2021 Victaulic Company. All rights reserved. victaulic.com 11 A1taUIic! Screw A See Chart 1.8745 mm I—t- 3//i 89 mm II Finished /a/16 mm ceiling Typical drywall victaulic.com 4.6 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB4 Bracket See chart See Chart _ I A Bracket assembly Style A94 4.1/ 2W/60 mm Typical Hat 104 mm max. hole Channel 2'75t mm #10 Screw min. hole W/23 mm grid /II _ Finished ceiling W/16 mm ] Typical 16406mmC/C - I Typical drywall + V27 W/19 mm MAX. RECESS V27 MAX. EXTENSION Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/40 ½" ~" ½ V2707 V3802 V2707 V3802 - Max Recess Max Recess -. Max Recess Max Recess 3/4" Max Recess ½" Max Recess 3/4"Max Recess ½" Max Recess inches inches .inches inches inches inches . inches inches - mm mm -mm mm mm mm mm mm "R" Minimum 2.0 2.0 3.0 3.0 7.0 7.0 - Bend Radius 50 50 80 80 175 175 "A" Minimum Required 8.8 10.2 . 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 12 x. Ai r__ -ta _ 2W/60 mm max hole V27 MAX. EXTENSION victaulic.com 4.7 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB5 Bracket See chart See chart Bracket mb assembly Style 57mm I El 1AB5 2.3" , 2"x4" H ff1111 H metal stud = 9235j'/ mm Finished 1/8716 mm ceiling Typ. Drywall —Typical 16/406 mm C/C - V27 1%.719 mm MAX. RECESS Hose clearance Chart Straight Reducer 72707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4"120mm 1/2 113mm 3/4"120mm 3/4'120mm ½"113mm 3/4 120mm 3/4 120mm 1W113mm 3/4 120rnm Max Recess. Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R"Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.0 7.7 6.1 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4 120mm ½113mm 3/4'120mm ½113mm ½"113mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm Minimum - Bend Radius "A" Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 13 ,jtauiic victaulic.com 4.8 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION) 21/8760 mm 2t16'I68 mm I ,- Bracket StyleABil max. hole max. hole 2/51 mm 2W/60 mm / Assembly mm. hole mm. hole çp See Chart 3.011/ h .71111 76 mm Typi ca l 17743 mm Finished 5.9mm ~ceiling ceiid Typical See Note 2lommor fac ceiling ti (/6 V27 V38 48/1219 mm on center Pendent Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4 120mm 11?113mm Max Recess Max Recess inches inches mm mm "A' Minimum Required 4.0 3.9 Installation 102 99 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 14 X AC__t0_UhCr N mina 14/355 Typ5*I ceilsng V2707 54/12.7mm MAX. RECESS - IypJcaI 1e11!ng V2707 '4'/19 ..MAX. RECESS I I I I I I I I I I I. I .. I I I I I I I victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bracket Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Recessed Sprinkler and Low Profile Short Elbow Straight 5.757140 mm Reducer Krm - - Low Profile Low Profile Standard Standard Standard Dimension - - - Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4"/19mm 3/4"/l9mm 3/4719 MM 3/4"/l9mm 3/4°I19mm - - - Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 9.3 15.0 16.6 A Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 2362 381.0 421.6 Distance from Top of 0.5 2.0 1.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 B Typical Ceiling Tile to 12.7 50.8 . 38.1 38.1 38.1 38.1 76.2 76.2 76.2 76.2 I Bottom_of Gate * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions 1 2.22'! 56 mm 3.937 2.947 100 mm,J L 0.287 -T3 94~7~ ED 100, mm 7mm 10.85 5839 Rev AK Updated 03/2021 0 2021 Victaulic Company. All rights reserved. victaulic.com 15 'Ltiiuiic. 2/51 mm mm. hole I I -1 I I I I I victaulic.com 4.10 DIMENSIONS Clearances Style AB3 and ABMM Bracket Surface Mount Application with Recessed Sprinkler Li I Hose Clearances inches - inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm wallThickness 2 4 6 8 10 2 4 6 8 10 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 5.75 13 9 13 13 13 "B" 146.1 228.61330.2,146.1.228.61330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6330.2 330.2 330.2 Hose Clearance 11.6 14.8 18.8 9.6 [243 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 "C 294 376 478 325 427 275 376 325 275 319 402 503 268 351 452 300 402 1 351 300 Bend Radius 7 8 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 16 _jtauIiC LI I victaulic.com 4.11 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet Series AH2-CC Braided Hose with Style 922 grooved outlet art art Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.4 238 263 289 314 339 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 7.7 8.7 9.7 10.7 11.7 197 222 247 273 298 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 17 Atc—ta—ulief victaulic.com 4.12 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet rt Hose Clearance Chart Dimension inches inches inches inches inches MM mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.41 239 264 290 315 341 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 Bend Radius 80 100 125 1 A Mm. 8.1 9.1 10.1 1 647 205 231 256 2 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.Com 18 \,'tauIic. I I 5.0 PERFORMANCE - FRICTION LOSS DATA I Series AH2 and AH2-CC Braided Hoses with Straight 5.75/140 mm Reducers Style AB2, AB4, AB5 and AB10 Brackets Hose I Reducer UL Equivalent Length of Length Nominal Outlet Size 1"/33.7mm Sch. 40 pipe inches inches feet MM Type ON meters Max Bends 31 1/2 Straight 15.0 3 790 DN15 Straight 4.6 31 ½ [ 16.0 4 790 DN15 4.9 31 3/4 Straight 19.0 3 790 DN20 5.8 31 Straight 3/4 20.0 4 790 DN20 6.1 36 ½ Straight 18.0 3 915 DN15 5.5 36 Straight ½ 21.0 5 915 DN15 6.4 36 3/4 Straight 21. 0 3 915 DN20 6.4 36 1 Straight 3/4 23.0 5 915 DN20 7.0 48 1/2 Straight 21.0 3 1220 DN15 6.4 48 Straight 1/2 32.0 8 1220 DN15 9.8 48 1/4 Straight 26.0 3 1220 DN20 7.9 48 Straight ~ I 37.0 8 1220 I DN20 113 60 ½ Straight 27.0 3 DN15 1525 8.2 60 I Straight ½ 46.0 10 1525 DN15 I 14.0 60 3/4 Straight 27.0 3 1525 DNZO 8.2 60 Straight 3/4 46.0 10 1525 I DN2O 14.0 72 ½ Straight 31.0 3 1830 0N15 9.4 72..:.: Straight ½ 55.0 12 1830 DN1S 16.8 72 3/4 Straight 30.0 3 1830 DN20 9.1 72. 1 Straight 3/4 60.0 12 1830 DN20 18.3 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 19 Ai -C -ts -U, ii 9 Y 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hose with 900 Low Profile Elbows LISIED Style AB11 VicFlex Bracket Hose I Reducer UL Equivalent Length of Length Nominal Outlet Size 1"/33.7mm Sch. 40 pipe inches I I inches feet mm Type DN meters Max Bends 31 ½ LP Elbow 18.0 3 790 DN15 5.5 31 LP Elbow ½ 24.0 4 790 I DN15 7.3 31 3/4 21.0 LP Elbow 3 790 DN20 6.4 31 LP Elbow 1/4 24.0 4 790 I DN20 7.3 36 ½ LP Elbow 19.0 3 915 DN15 5.8 36 LP Elbow J ½ 26.0 5 915 DN15 7.9 36 3/4 LID Elbow 23.0 3 915 DN20 7.0 36 LP Elbow 3/4 28.0 5 915 I DN20 8.5 48 ½ LP Elbow 23.0 3 1220 DN15 7.0 48 LP Elbow ½ 43.0 8 1220 DN15 13.1 48 ~ LP Elbow 30.0 3 1220 DN20 9.1 48 I LP Elbow 3/4 42.0 8 1220 DN20 12.8 60 ½ LP Elbow 28.0 1525 DN15 8.5 3 60 LP Elbow ½ 49.0 10 1525 DN15 14.9 60 3/4 LP Elbow 31.0 3 1525 DN20 9.4 60 LP Elbow 3/4 50.0 10 1525 - DN20 15.2 72 ½ LP Elbow 31.0 3 1830 DN15 9.4 ____________________ 72 LP Elbow I Y2 65.0 12 1830: I DN15 19.8 72 3/4 36.0 LP Elbow - 3 1830 DN20 11.0 72 I LP Elbow 3/4 63.0 12 1830 DN20 19.2 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 20 Ai ________ I I I I I I I I victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Nominal Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Length Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches inches feet feet feet feet feet feet feet feet feet feet feet feet mm ON meters meters meters meters meters meters meters meters meters meters meters meters 31 1/2 11.0 13:0 15.0 16.0 790 DN15 3.4 4.0 4.6 4.9 - - - - - - - - 31 ~ 12.0 14.0 I 19.0 20.0 790 DN20 3.7 j 4.J_5.8 6.1 - - - - - - - 36 1/2 14.0 16.0 18.0 19.0 21.0 915 0N15 4.3 4.9 5.5 5.8 6.4 - - - - - - 36 3/4 17.0 19.0 1 21.0 22.0 23.0 915 DN20 5.2 5.8 6.4 6.7 7.0 - - - - - - - 48 1/2 18.0 19.0 21.0 23.0 25.0 27.0 30.0 32.0 1220 DN15 5.5 5.8 6.4 7.0 7.6 8.2 9.1 9.8 - - - - 48 3/4 121.0 24.0 26.0 1 28.0 31.0 33.0 35.0 37.0 1220 DN20 6.4 7.3 7.9 8.5 9.4 10.1 L 10.7 11.3 - - - 60 1/2 21.0 24.0 27.0 30.0 32.0 35.0 37.0 40.0 43.0 46.0 1525 DN15 6.4 7.3 8.2 9.1 9.8_ 10.7 11.3 12.2 13.1 1 14.0 - - 60 23.0 I 25.0 27.0 29.0 32.0 34.0 37.0 40.0 43.0 46.0 1525J DN2O 7.0J 7.6 8.2 8.8 9.8 10.4 11.3 12.2 13.1 14.0 72 1/2 27.0 29.0 31.0 34.0 37.0 40043.0 46.0 48.0 50.0 52.0 55.0 1830 DN15 8.2 8.8 9.4 10.4 11.3 12.2 13.1 14.0 14.6 15.2 15.8 16.8 72 ~ 26.0 28.0 30.0 33.0 37.0 40.0 44.0 48.0 51.0 54.0 57.0 60.0 1830 I DN2O 7.9 8.5 9.1 10.1 11.3 12.2 13.4 1 14.6 15.5 16.5 17.4 18.3 NOTES: Values for use with 5.75"/140mm straight reducers. The values in this table are provided by the manufacturer for reference only. For friction loss data in accordance with the UL Certification, please refer to pages 19 and 20 of this publication. How to use this Design Guide: , For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. I I I I I I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 21 J'taUIicr victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicF!ex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm SI. type meters 13.8 15 4.2 31 5.6 traiqht 2 790 8.1 ½ 235 15 71 90 Elbow 1/2 16.6 15 36 5.6 Straight 915 8.1 2 ½ 256 ,15 90 Elbow 78 is 71 Strai 48 5.6 J9 -..-.--.----.. --.----. 1220 8.1 ½ 307 15 9.3 90 Elbow 30.2 15 9.2 60 5.6 Straight 1525 81 ½ 15 35.9 90 Elbow 10.9 - 37.0 1/2 15 72 5.6 Strht 11.3 1830 8.1 ½ 15 41.1 90 Elbow 12.5 16.8 20 5.1 31 8.0 Straight 790 11.5 2 '/4 0 16.8 6.8 90 Elbow 5.1 3/4 20 6. 20 0 36 8.0 2 915 11.5 3/4 20 19.7 90 Elbow 6.0 1/4 27.8 20 8.4 48 8.0 Straight 1220 11.5 3/4 20 26.6 90 Elbow 8.1 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characteristics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 900 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 22 \j'ttauIic I I I I I I I I I I I I I I I victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) FM Series AH2 and AH2-CC Braided Hoses Style AB2, A133, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1°I33.7 mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 3/4 35.7 20 9 10._________._____._. 60 8.0 Strai9tt 4 1525 11.5 3/4 336 20 10:2 90 Elbow 20 132 72 8.0 Straight . 1830 11.5 4 20 406 90 Elbow 12:2 3/4 16.5 20 31 11.2 Straight 2 790 16.1 3,4 178 20 54 90 Elbow 3/4 195 20 59 36 11.2 Straight 915 16.1 2 3/4 207 20 6.3 90 Elbow 3/4 26.7 20 8.1 48 11.2 - 1220 i 16.1 3/4 279 20 8.5 90 Elbow 1/4 33.9 20 10.3 60 11.2 Straight 3/4 1525 16.1 20 35 90 Elbow 10.7 3/4 41.3 20 72 11.2 Straight 4 1830 16.1 3/4 422 20 12:8 90 Elbow 20 45 31 14.0 . 2 3/4 155 790 20.2 20 4.72 90 Elbow FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 130 and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 900 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 2400, which is less than the allowable 270°. I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. I victaulic.com 23 A-i-c-te-lulicr victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) FM Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, A137, AB7 Adj., AB8, A1310, A1312, ABBA and ABMM VicF!ex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1733.7mm at 77178 mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm S.I. type meters 3/4 19.4 20 5.9 36 14.0 - - ------ 2 915 202 3/4 196 , 20 5.9 90 Elbow 3/4 30.3 20 9.2 48 14.0 Straight 1220 20.2 3/4 20 29 90 Elbow 8.9 3/4 33.9 20 60 14.0 5ht ------ 4 1525 20.2 3/4 3 4.1 20 10.4 90 Elbow 3/4 37.5 20 11.4 72 14.0 Straight 1830 20.2 3/4 20 38.6 90 Elbow 11.7 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. I I I I I I I I I I I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 24 I IT I I I 11 I I I I I I I victaulic.com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicFiex Bracket Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1733.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches Imperial inches feet mm S.I. mm meters 31 5.6 ½ 13.7 2 790 8.1 15 4.2 36 5.6 ½ 17.0 2 915 8.1 15 5.2 48 5.6 ½ 25.0 3 1220 8.1 15 7.6 60 5.6 ½ 33.0 1525 8.1 15 10.1 72 5.6 ½ 41.1 1830 8.1 15 12.5 31 8.0 3/4 13.6 2 790 11.5 20 4.14 36 8.0 3/4 16.9 2 915 11.5 20 5.2 48 8.0 3/4 27.8 3 1220 _J 11.5 20 8.5 60 8.0 3/4 32.6 1525 11.5 20 9.9 72 8.0 ~ 40.6 4 1830 11.5 j 20 12.4 31 11.2 3/4 13.7 790 16.1 20 4.2 36 11.2 3/4 17.0 2 915 16.1 20 5.2 48 11.2 3/4 24.9 3 1220 16.1 20 7.6 60 11.2 3/4 32.9 4 1525 16.1 20 10.0 72 11.2 3/4 40.9 4 1830 16.1 20 12.5 31 14.0 ~ 13.5 2 790 - 20.2 20 4.1 36 14.0 3/4 16.8 2 915 20.2 20 5.1 48 14.0 3/,24.7 3 1220 20.2 20 7.5 60 - 14.0 3/4 32.7 1525 202 20 9.9 72 14.0 4 40.7 4 1830 20.2 20 12.4 FM NOTES: The Series Al-12 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 900 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 2400, which is less than the allowable 2700. I I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. I victaulic.com 25 J1t9UIicr victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA E Series AH2 and AH2-CC Braided Hose Style AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB11 and AB12 Brackets Equivalent Length of Length of steel pipe according to Stainless Steel Outlet EN 10255 DN 25 Maximum Number Flexible Hose Size (33,7 x 3,25) of 90" Bends at mm DN meters 3776.2mm Bend inches inches feet Radius DN15 790 ½ 5.5 31 DN20 18.0 3 3/4 DN15 915 ½ 6.4 3 DN20 36 21.0 3/4 DN15 1220 ½ 8.5 48 DN20 27.9 3 3/4 DN15 1525 ½ 10.7 60 35.1 4 DN20 3/4 DN15 1830 ½ 12.8 72 DN20 42.0 4 3/4 VdS Ceiling Manufacturers List AB2, AB7, AB1O ,AB11 AB4 AB5, AB8 1. AMF No specific approval 1. Hilti 2. Armstrong Knauf Chicago Metallic 3. Lafarge 4. Dipling 4. Lindner 5. Durlum 5. Rigips 6.Geipel Gema-Armstrong Hilti 9.Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 26 X An--taulice I I victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA OLPCB Series AH2 and AH2-CC Braided Hose Style AB2, AB3, AB4, AB5, AB7, AB8, and AB10 Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 90" Bends at Flexible Outlet EN 10255 DN 25 3/76.2mm Hose Size (33,7 x 3,25) Bend Radius mm mm inches meters inches type feet 15mm ½ 790 1.8 2 31 20mm 6.0 3/4 Straight 15mm 1/2 915 Straight 3.6 36 11.9 20mm 3/4 Straight 15mm ½ 1220 Straight 4.3 48 3 20mm 14.0 3/4 Straight 15mm ½ 1525 Straight 4.1 60 13.6 20mm 3/4 Straight 15mm ½ 1830 55 ._!Ig.L 3 72 20mm 18.1 3/4 Straight Series AH2 Braided Hose Style AB2, AB3, AB4, AB5, AB7, AB8, AB10 ±) and AB12 Brackets Equivalent Length of Length of 1/33.7mm Sch. 40 Pipe Flexible Hose Straight Configuration Bend Configuration mm meters meters inches feet feet 790 0.87 2.70 31 2.9 8.9 915 1.00 2.80 36 33 9.2 1220 2.23 4.66 48 7.3 15.3 1525 2.90 6.5 60 9.5 21.3 1830 3.31 7.16 72 10.9 23.5 CCCF NOTE Friction loss data is in accordance with GB5135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). I I I I I I I I I I I I I I I I 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. I victaulic.com 27 A________ victaulic.com 6.0 NOTIFICATIONS WARNING m Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depres- surized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain im- portant information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. It is the responsibility of the owner of a building or their authorized agent to provide the sprinkler system installer with any knowledge that the water supply might be contaminated with or conducive to the development of micro- biologically influenced corrosion (MIC), including as required by NFPA 13. Failure to identify adverse water quality issues may affect the VicFlex product and void the manufacturer's warranty. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Victaulic VicFlex Series AH2 and AH2-CC Flexible Sprinkler Fittings may be painted provided the paint is compatible with stainless steel and zinc-plated carbon steel or ductile iron. Care should be taken to ensure the sprinkler and associated escutcheon or coverplate are not painted. Victaulic VicFlex Series AH2 and AH2-CC -penetrating through non-fire rated gypsum wall (drywall) will function as designed, provided the components are installed in accordance with the respective installation instructions referenced in this document. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 28 As-ta-ulicr I I I I I I I I I I I I I I I I I I I victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicFlex Maximum Load Values Series AH2 Hose with 24" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/Iinearft N/Iinearm 31/790 2.6 5.2 23 2.6 38 0.8 36/915 5.5 25 2.8 40 0.9 48/1220 6.3 28 3.1 46 12 60/1525 7.0 31 3.5 51 15 72/1830 6 7.7 34 57 18 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linear ft N/linear m 31/790 2.6 6.1 27 1.5 22 0.8 36/915 6.4 29 1.6 23 0.9 48/1220 4 7.2 32 1.8 26 1.2 60/1525 5 I 7.9 35 2.0 29 1.5 .1 72/1830 6 8.7 39 2.2 32 1.8 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) Actual Length Mm. Allowable Uniform Load Suspension System ft/rn lb/linear ft N/linearm Light 5.0 75.7 Direct Hung Intermediate 12.0 181.0 Heavy 16.0 241.7 SUMMARY: All direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the VicFlex sprinkler hose and bracket. 10.85 5839 Rev AK updated 03/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 29 Ai-c-ta-ulicr victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends 2'X fibendradius Minimum ' Mini mum bend radius bend radius bend radius OR Minimum OR I bend radius bend radius be 90, um radius bend radius Minimum bend radius bMdmd lb~ d;d \ Minimum NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. I-VicFlex-ABI-AB2 I-VicFlex-AB3 l-VicFlex-A[34 I-VicFlex-AB5 I-VicFlex-AK l-VicFlex-AB12 1-Vic Flex-AR BA l-VicFlex-ABMM 1-RES I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-sue application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well an Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its nubsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic onto Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to I-VtCFLEX-AB1-AB2-AB10, l-VICFLEX-AB4, i-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.viclaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. uirftiiIir r'nm 30 _jtaUIiC I I I FM Approved and Fully Listed Sprinkler Pipe I Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved I and UL® and C-UL Listed. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed I the following standards: ASTM A135, Type E, Grade A (Schedule 10, 1-8 NPS) I • ASTM A795, Type E, Grade A (Schedule 401 1-2 NPS) I . ASTM A53, Type E, Grade B (Schedule 401 2-8 NPS) ASTM A53,TypeF, Grade A I (Schedule 40, 1-4 NPS) NFPA® 13 and NFPA 14 Finishes and Coatings All Wheatland black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black or hot-dip galvanized, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protOcols to ensure the highest quality and long-lasting performance. I I PROJECT: CONTRACTOR: DATE: I ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: I LOCATIONS: COMMENTS: LI BLACK Li HOT-DIP GALVANIZED I 1 Council Avenue, P.O. Box 608 info@wheatland.com DA 111 SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINALWALL WT./FT. H2OFILLED PCS./LIFT 21 24 25 UL L In mm ][In. ,i [ in mmIlbs. lbs Ilbs. ji Ibs.[lbs CRR 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 - - .. 1% 1.660 42.2 1.442 36.6 0.109 2.77 1.807 2.514 61 2315 2645 2756 7.3 1½ 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 2 2.375 60.3 1 2.157 I! 54.8 0.109 277 2.640 4.222 37 2051 2344 2442 47 2'/a 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 - 3.5 3 3.500 88.9 3.260 82.8 0.120 305 4.336 7.949 19 1730 1977 2060 2.6 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 '- -. ' 5 5.563 141.3 5.295 134.5 0.134 3.40 7.780 17.309 13 2124 2427 2529 1.5 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 -, .1r r 'r 'v 8 8.625 2191 8.249 JL 209.5 0.188 478 16 960 40086 7 2493 2849 2968 21 I SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WI/LIFT WT./LIFT WT./LIFT NPS - - NOMINALOD - NOMINAL ID NOMINAL WALL WT./FT. H20 FILLED PCS./LIFT 21 24 25 UL Ilbs.lbs lbs 1 lbs lbs CRRJ 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 11/4 1.660 I 42.2 1.380 351 0.140 3.56 'I 2.27 2.922 51 2431 1 2778 2894 I 1 000 1½ 1.900 48.3 1.610 40:9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 2 JL 2.375 L 603 L 2.067 52.5 [ 0.154 3.91 3.66 5.109 24 L 1845 2108 L 2196 L 1.000 2½ 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 I.--- -f----•r -- r 'r •. .-. .. •• .- 3.500 88.9 3.068 77.9'- 7.9 - 0.216 5.49 7.58 10.783 13 ,i 2069 2365 2464 1.000 3½ 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 4 4.500 114.3 4.026 102.3 1 0.237 6.02 10.80 16.311 10 2268 2592 2700 1.000 - •L. . . . - ,• • . .• 5 . 5.563 141.3 5.047 158.2 0.258 655.. 14,63 23.262 7 2151 2458 2560 1.000 6 6.625 1683 6.065 I 1541 0.280 711 L 1899 31.498 5 1994 2279 2374 1, 000 8 8.625 219.1 7.981 202.7 0.322 8.18. 28.58 50.240 5 3001 3430 3573 1.000 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 10). 8 NPS Schedule 40 is FM Approved but not UL Listed. C@ APPROVED I WFS-050520 1 Council Avenue, P.O. Box 608 info@wheatIand.com Wheatland, PA 16161 wheatland.com 4r Wheatland Tube P800.257.8182 Follow us on Twitter: AD! VISION OFZEKEL/4AN INDUSTRIES F 724.346.7260 bW heat landTube I I I I I 'p I I I ji I I I I II I 1 I. Ductile Iron Threaded Fittings Ductile Iron Threaded Fittings Specifications 1 K91.>branded fittings are UL Listed and FM Approved at 500 psi Rated to 300 psi WSP U I cLus Ductile iron castings conform to ASTM A536 LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 FM i All fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME 131.20.1 I Independent lab verification that fittings meet applicable chemical & mechanical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 I ProPakTM Packaging I Temperature Degrees F Working Pressure, Non-Shock psig Class 300 Threaded Fittings -20 to 100 500 150 500 200 - 480 460 440 250 300 350 420 400 400 450 380 500 - 360 550 600 340 320 650 300 , TIR 09 I SCI ProPakTM System I 1 I Fig. 35F 3450 Elbow I I Fig. 35E3-90° Elbow "(D", <~> APPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0,2 3/4 35E 3006 1.31 70 140 0.3 1 35E 3010 1.50 40 80 0.5 1-1/4 35E 3012 ---1.75 - 25 50 0.8 1-1/2 35E3014 1.94 18 36 1.1 - 2 35E 3020 2.25 - 10 20 1.8 2-1/2 35E3024 2.70 4 8 3.2 Fig. 35RE3 - 90° Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner Master 3/4x1/2 35RE3006004 1.20 1.22 80 160 0.3 1x1/2 35RE3010004 1.26 1.36 70 140 0.4 1x3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4 x1/2 35RE3012004 1.34 1.53 35 70 0.5 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 1-114x1 35RE3012010 1.58 -1.67 30 60 0.7 1-1/2 x 1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2x3/4 35RE3014006 1.52 1.75 25 50 --T7- 1-112 x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x 1-1/4 35RE3014012 ' 1.82 1.88 18 36 1.0 2 x 1/2 - 35RE3020004 1.60 1.97 - 18 36 1.0 2x3/4 35RE3020006 1.60 - 1.97 18 36 = 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 35RE3020012 1.90 ,2.10 12 24 1.3 2x1-1/2 . 35RE3020014 2.02 2.16 10 20 1.5 2-112x 1-1/2 35RE3024014 2.16 2.51 6 12 12 2.2 2-1/2x2 35RE3024020 2.39 2.60 6 2.5 Size in Part Number A in Packing Weight lb Inner Master 112 - 35F 3004 0.88 150 300 160 - - 0.2 3/4 3006 -35F 0.98 80 0.3 - 1 35F3010 1.13 40 80 0.5 1-1/4 35F3012 1.29 25 50 0.7 - 1-1/2 35F3014 1.44 20 1 40 - 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 3513004 1.13 80 160 0.3 3/4 3513006 1.31 30 60 0.5 1 35T3010 1.50 25 50 20 0.7 1.1 1-1/4 35T3012 1.75 10 1-1/2 35T 3014 1.94 10 20 1.5 2 2-1/2 35T 3020 2.25 6 4 12 8 2.4 35T3024 2.70 4.3 I I I I I I Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1 35BT3006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35813010012 1.67 1.67 1.58 20 40 - 0.9 lx 1-1/2 35B13010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1x1-1/2 35BT3012010014 1.88 1.80 1.82 15 30 1.2 1-1/4x1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 35B13012020 2.10 2.10 1.90 10 1 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 1 20 1.8 I I-IX iIiUILUU 2.I6 .16 .U2 b lb l.b SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • wwwsmithcooper.com 238 c®uS Fig. 35RT3 - Reducing Tee LISTED APPROVED Size in Part Number A in B in C in Packing I Weight lb Inner Master 3/4x 1!2 1x1/2 1x1/2x 1 35RT3006004 35R13010004 3 01000401 1.20 1.26 1.50 1.20 1.26 1.36 1.22 1.36 1.50 60 30 3060 120 60 0.4 0.6 0.6 x3/4 1 x3/4x3/4 35RT3010006 138 138 145 25 50 35R13010006006 1.38 1.31 1.45 35 70 0.6 1x3/4x1 1-1/4 x1/2 35RT3010006010 1.50 1.45 1.50 25 50 0.7 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4 x1/2x1-1/4 35RT30124012 00 1.75 1.45 1.53 1.75 25 50 0.9 1 1-114x 3/4 35RT3012006 1.45 1.62 15 30 0.9 1-1/4x3/4x1-1/4 1-1/4x1 35RT3012006012 35RT3012010 1.75 1.62 1.75 20 15 30 401.0 1.0 1.58 1.58 1.67 1-1/4x1xl/2 35RT3012010004 1.34 1.26 1.53 25 50 -67-7 1-1/4x1x3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x1x1 35R13012010010 1.58 1.50 1.69 20 40 0.9 1-1/4 x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 1 1-1/2x1/2x1-l/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x1-1/2 35RT3014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1/2x 3/4 x1-1/4 35RT3014006012 1.94 -1.66 1.88 20 40 1.1 1-1/2x3/4x1-1/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2x1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1xj 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1.2 171J2x1x1.1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 1-1/2x1-1/4 35R13014012 182 1.82 1.88 12 24 1.4 1-1/2x1-1/4x112 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4x3/4 35RT3014012006 1.52 1.45 1.75 16 32 1.0 1-1/2x1-1/4 x1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 1-1/2x1-1/4x1-1/4 35RT3014012012 1.82 1.75 1.88 14 28 1.3 1-1/2x1-1/4x1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35RT3020004 35RT3020006 1.49 1.60 1.49 1.88 10 20 1.5 2x3/4 1.60 1.97 10 20 1.6 2x1 35RT3020010 1.73 1.73 2.02 :8: 16 1.7 2 x 1 x2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 35R13020012 1.90 1.90 2.10 282 16 1.9 2x1-1/4x2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2x 1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2x1-1/21/2 35RT3020014004 1.49 1.41 1.88 - 1C 20 1.3 2 x 1-1/2 x 3/4 35RT3020014006 1.60 1.52 1.97 1C 20 1.4 2x1-1/2x1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 2x1-1/2x1-1/4 35R13020014012 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-1/2 35RT3020014014 2.02 1.94 2.16 8 16 1.8 I I I I I I I I APPROVED Fig. 3503 - Straight Coupling with Ribs LISTED Size in Part Number A in Pac Ing Weight lb Inner Master 1/2 350P3004 1.38 200 400 0.1 3/4 35CP3006 1.63 100 200 0.2 1 35CP3010 1.75 60 120 0.4 1-1/4 35CP3012 2.00 35 70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 262 15 30 1.2 2-1/2 350P3024 3.00 9 18 2.2 Fig. 35RC3 - Hex Reducing Coupling Size in Part Number _ A in Päèkiñg Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1 x 3/4 35RC3010006 1.69 60 120 0.4 1-1/4x3/4 35RC3012006 2.06 40 80 0.6 2x 1(not hex) 35RC3020010 2.81 20 40 1.0 Fig. 35HB3 -Hex Bushing Size in Part Number A in B in Packing Weight lb Inner Master 1x1/2 35HB3010004 1.06 1.40 180 360 0.2 L1x3/4 35HB3010006 1.06 - 1.40 180 360 0.1 1-1/4x1 35HB3012010 1.19 1.80 90 180 0.2 1-1/2x1 35H33014010 1.25 1.95 75 150 0.4 1-1/2x 1-1/4 35HB3014012 1.25 1.95 75 150 0.3 2 x 1 35HB3020010 138 255 4080 06 2x 1-1/4 35HB3020012 1.38 2.55 40 80 0.6 2x 1-1/2 35HB3020014 1.38 2.55 40 80 0.6 I I Fig. 355P3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 0.07 3/4 -35SP3006 1.12 350 700 0.1 - 1 35SP3010 1.25 200 400 0.1 1-1/4 353P3012 1 137 100 200 1 03 1-1/2 35SP3014 1.44 80 160 0.4 2 30 35SP20 1.50 - 45 90 0.6 Fig. 35U 3- Union with Brass Seat Size in Part Number A in Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 250 - 16 30 12 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 3.12 - 6 12 2.4 - Size in Part Number A in B in Packing Weight lb Inner I Master 1-1/4x1 35RX3012010 1.67 1.58 15 30 1.2 1-1/2x1 35RX3014010 1.80 1.65 12 24 1.4 2 x 1 35RX3020010 2.02 1.73 8 16 2.0 c®uS <e> APPROVED Fig. 35X 3- cross LISTED I Size in Part Number A in Packing Weight lb Inner Master 1 35X 3010 150 20 40 0.9 1-1/4 - 35X3012 1.75 12 8 24 16 1.4 1.8 1-1/2 35X3014 1.94 2 35X3020 2.25 6 12 2.8 Fig. 35RX3 - Reducing cross B B 01 AI Fig. 35BC3 - Beam Clamp Al : SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 240 I Size in Part Number A in Packing Weight lb Inner Master 1/2 350 3004 0.87 300 600 0.1 3/4 350 3006 0.97 200 400 0.1 1 3503010 1.16 110: 220 0.2 1-1/4 350 3012 1.28 70 140 - 0.4 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 - 25 50 0 2-1/2 - 35C 3024 1.70 18 36 1.6 Size in Part Number U - A in Packing Weight lb Inner I Master 3/8 35B03003 0.75 100 200 0.3 1/2 35B03004 075 801 160 05 I I I I I I I I I I I I Victaulic® FireLockTM Fittings jtta uIic! 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 - 8/DN32 - 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 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. IJ Red enamel in Europe, Middle East, Africa, and India. 0 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 JtiUIic victaulic.com 4.0 DIMENSIONS .CtoE C C le-, to E to Le 'i E No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 90° Elbow 45° 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 DN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 0.3 DN32 42.4 - - - - - - 21 0.1 11/2 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 1 76 1 1.7 - - 3 3.500 f 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 I 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 0N125 139.7 124 5.6 82.6 3.7 1 124 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 JtauIiC 1 I victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 -T Nominal Outside Size Diameter 90 Elbow 45 Elbow Branch Run inches inches feet feet feet feet DN mm meters meters meters meters 1¼ 1.660 - - - - DN32 42.4 - - - - 11/2 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 1.3___] 2.2 10.8 4.3 73.0 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DM65 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 3.2 153 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DM100 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 83 4.1 20.6 8.3 DM125 - 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 DM200 - 219.1 4.0 1.5 10.1 4.0 8.515 - 13.0 - 33.0 13.0 I 2163 4.0 - 10.1 4.0 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 'j4tauiic. 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 10.64: Victaulic® FireLockrM Rigid coupline Style 009N 10.02: Victaulic® FireLockrM Rigid Coupling Style 005H with VicPlusmM Gasket System 29.01: Victaulic® Terms and Conditions of Sale I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any potent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our webuite at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.03 1539 Rev N updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 J C_ ta UI i c Victaulic® FireLockTM Rigid Coupling / \fictaulic Style 009N 10.64 c• Patented 1.0 PRODUCT DESCRIPTION Available Sizes 1V4-12/32-300mm Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa. Function Joins carbon steel pipe. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS * LPCB (E C104-la/36 EN 10311 Regulation (EU) No. 305/2011 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 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic company. All rights reserved. taullid 1 victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Orange enamel (North America, Asia Pacific) O Red enamel (Europe) El Hot dipped galvanized Gasket: (specify choice') El Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) O Standard: Carbon steel oval neck track bolts meeting the physical and chemical requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the physical and chemical requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). Optional: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.2 2 Optional bolts/nuts are available in imperial size only. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 \4taulicr I I 4.0 DIMENSIONS I Style 009N I I Bolt/Nut Dimensions Weight Pre-assembled Actual Maximum Maximum Allow. (Push On Condition) Joint Assembled - Nominal Outside Working End Pipe End Approx. X V X - V Z Size Diameter Pressure3 Load3 Separation4 Qty. Size (Each) inches inches psi lb inches inches inches inches I inches inches inches lb mm mm kPa N mm J mm mm J mm mm mm mm kg 11/4 1.660 365 790 0.10 3/a X2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 3514 2.54 M10x51 79 127 70 127 51 0.6 1 Y2 I 1.900 365 1035 I 0.10 ~x2 3.38 5.13 3.00 5.13 I 2.00 I 1.5 40 I 48.3 2517 4604 2.54 M10x51 86 130 J 76 130 51 0.7 2 2.375 365 1616 0.12 2 3/a x21/2 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 M10x63 102 143 89 143 51 0.9 21/2 1 2.875 365 2370 1 0.12 3/a X2½ 450 I 6.13 4.00 6.13 I 2.00 I 2.1 65 _73.0 _2517 10542 _3.05 _2 _M10x63 jjj_j _156 _102 156 _51 _1.0 3.000 365 76.1 mm 2580 0.12 2 4x2½ 4.63 6.00 4.13 6.13 2.00 2.1 76.12517 114763.05 M10x63 118152105 156511.0 F_3.500 _ 365 3512 I 0.12 2 3/sX2½ I 5.13 I 6.75 I 4.63 6.75 J 2.00 1 23 80 88.9 I 2517 15622 L3.05 M10x63 130 171 I 117 171 I 51 [ i.o 4 4.500 365 5805 0.17 2 %x2½ 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 i M10x63 152 200 143 191 54 1.3 4.250 F 365 5175 F 0.17 3/8X2Y2 1 5.63 1 7.38 1 5.38 7.38 F 2.13 F .3.1 108.0mm 108.0 [ 2517 23020 4.32 2 M10x63 L J 152 1.87 137 187 54 5 5.563 365 8870 0.17 2 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 432 M12x76 184 235 171 232 57 2.3 5.250 F 365 7897 0.17 1/2 x 3 6.63 F 9.00 6.38 9.00 I 2.25 I 4.8 133.0mm 133.0j 2517 35106 2 4.32 M12x76 _J168 1 229 j 162 229 57 2.2 5.500 365 8667 0. 217 ½ x 3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 mm 139.7 2517 38529 432 M12x76 175 235 171 232 57 2.2 6.250 F 365 11192 I 0.17 ½ x3¼ F 7.88 I 10.00 F 7.38 9.88 I 2.25 F 5.6 159.0mm 159.0 [ 2517 - 49753 4.32 2 M12x83 200 254 187 251 57 2.5 6.500 365 12105 0.17 1/2 X3¼ 8.00 10.25 7.75 10.13 2.25 6.0 165.1 mm 165.1 2517 2 53813 4.32 M12x83 203 260 197 257 57 2.7 6 F 6.625 I 365 12582 F 0.17 1/2X3'/4 F 8.38 I 10.38 7.88 10.13 I 2.25 150 168.3 I 2000 44469 I 4.32 [ 2 M12x83 L 213 264 I 200 257 57 I 2.7 8.500 365 20712 0.17 ,'sX4 10.63 13.25 10.25 2 10.13 2.63 11.4 216.0 mm 2160 2517 55968 4.32 M16x 101 270 337 260 257 67 5.2 8 F 8 .625 365 21326 F 0.17 VaX4 10.88 1338 I 10.25 13.13 I 2.50 F 11.4 200 219.1 1620 4.32 2 M16x 101 276 340 260 333 64 5.2 10 10.750 300 27229 025 ¼x6½ 13.75 17.00 13.25 17.13 2.75 22.6 250 273.0 2068 2 121121 6.4 M22 165 349 432 337 435 70 103 12 I 12.750 F 300 38303 F 0.25 16.00 I 19.00 I 15.50 19.13 2.75 F 27.6 300 I 323.9 F 2068 170380 I 6.4 12 M22x 165 406 483 394 486 I 70 I 125 3 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZTm couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES 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 couplings, use FireLock 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 009N couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTM Grade "E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSealTM gaskets are not compatible and cannot be used with the FireLock EZTM couplings. I I 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 \4tauliC I 11 I I I I I I I I I I victaulic.com 5.0 PERFORMANCE6 Listings/Approval The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULus" FM Vds LPCB Sch. 5 Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 inches psi psi psi psi psi psi psi I psi mm kPa kPa kPa kPa kPa kPa kPa kPa 1'/4 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 I 365 I 365 175 I 363 363 363 I 363 40 1600 ] 2517 { 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 I 365 175 r 363 363 363 I 363 65 2517 j 2517 1205 2502 2502 2500 2500 76.1 mm 3656 N/A N/A 363 N/A N/A 363 363 25176 2502° 2500 2500 N/A 365 365 175 I 363 363 363 I 363 80 2517 2517 1205 2502 2502 2500 [ 2500 N/A 365 365 175 363 363 363 363 100 2517 2517 1205 2502 2502 2500 2500 108.0 mm N/A N/A -j N/A 175 I 363 363 N/A N/A 1205 2502 2502 I N/A 290 365 N/A 363 363 232 N/A 125 2000 2517 2502 2502 1600 133.0mm=N/A N/A N/A N/A 363? N/A N/A N/A 25027 139.7mm 2908 N/A N/A 20008 N/A 363° 2502° N/A 232 N/A 1600 159.0 mm N/A N/A N/A N/A 3637 N/A N/A N/A ] 25027 165.1 mm N/A 2909 N/A 20009 N/A 3637 N/A 25027 N/A N/A 6 N/A 290 365 N/A I 363 363 232 N/A 150 2000 2517 2502 2502 1600 216.0mm N/A N/A N/A 363° N/A N/A N/A N/A 2502° 8 N/A 290 365 N/A I 363 363 232 N/A 200 2000 2517 I 2502 2502 1600 216.0mm N/A N/A N/A 363° N/A N/A N/A N/A 25027 8 N/A 290 365 N/A 363 363 232 I N/A 200 2000 2517 2502 2502 1600 10 N/A 300 300 N/A . 300 300 N/A N/A 250 2068 2068 2068 2068 _________________________ 12 I N/A I 3000 I 300 N/A 250 300 N/A N/A 300 - 206810 I 2068 I 1724 2068 _____________________ Listed/Approved for wet and dry pipe systems (> —40°F/-40c) for continuous use in freezing conditions, use of Style 005H coupling with Silicone Gasket is recommended. - - Please see the Victaulic installation Manual I-009N/009H for details concerning when supplemental lubrication is required. 6 cULus listed for DIN 24582.6mm pipe wall. FM approved for BS 1387 Medium 3.6 mm pipe wall. 8 cULus listed for EN 10220 4.0 mm pipe wall. cULus listed for EN 10255 4.5 mm pipe wall. 0 cUL listed to 250 psi. 1 With optional stainless steel fasteners, cULus Listed to 175psi. The stainless steel fasteners have a marking designation of '316" on the end face of the bolt. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 4 \JtauIic." I I 5.1 PERFORMANCE2 Listings/Approval Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cliLus FM cULus FM inches psi psi I inches psi psi I inches psi psi kPa kPa kPa kPa I kPa kPa 300 BLT 1¼-2 365 300 365 EZT 11/4 2 MT 1¼-2 300 365 2068 2517 2068 2517 2068 2517 =DF 1 1/4_4 300 365 -J FF - 11/4 4 300 I 365 MLT 1 ¼-2 N/A 365 2068 2517 L 2068 2517 I 2517 300 DT 1'/42 365 365 FLF lh/4_4 N/A ST lh/4_2 N/A 365 2068 2517 2517 2517 EF T 1¼-4 175 175 FLT I 1¼-2 J N/A ] 365 STF I 1¼-4 N/A 365 1206 1206 2517 I 2517 300 EL 1¼-2 365 365 FLTL 11/4-2 N/A TF 21/4_4 N/A 365 2068 2517 2517 2517 ET4O j I 1¼-2 300 365 GL 1¼-2 I 300 I 365 WLS 11/4_2 300 365 j 2068 2517 2068 2517 2068 2517 300 EZF 3-4 365 11/4 —4 300 365 /4 WST 1'2 N/A 365 2068 2517 2068 2517 MF 175 175 6 2517 XL l_2 h/4 300 I 365 1205 1 205 2068 2517 NOTES BLT =BLT steel pipe manufactured by Allied Tube & Conduit Corp. DF = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. DT = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Flo steel pipe manufactured by Youngstown Tube Co. ELF = Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. FLT = Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. FLTL = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. CL = GL steel pipe manufactured by Wheatland Tube Co. MF = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MILT = MLT steel pipe manufactured by Wheatland Tube Co ST = STD wall pipe in accordance with ASTM A53. STF = Steady Flow steel pipe manufactured by AMS Tube Corp. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WLS = WLS steel pipe manufactured by Wheatland Tube Co. WST = WST steel pipe manufactured by Wheatland Tube Company. XL = XL steel pipe manufactured by Allied Tube & Conduit Corp. I I I I I 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 JtauIic I I I I I I I I I I I I .1:,. 6.0 NOTIFICATIONS Not applicable - contact Victaulic with any questions. 7.0 REFERENCE MATERIALS 0501: Seal Selection Guide I-009N/009H: Installation Instructions FireLock EZTM Rigid Coupling User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patentor other intellectual property right of Victaulic 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 of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/sr other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications, All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/sr its affiliated entities, in the U.S. and/or other countries. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company, All rights reserved. victaulic.com 6 \/tauIic ®TOLCcI C&S LISTED Fig. 58 - Threaded Side Beam Bracket Size Range: /8-16 rod, pipe sizes 1/2" (15mm) thru 4" (100mm) Material: Pre-Galvanized Steel Function: Practical and economical bracket used to support piping from wood, con- crete or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept /" and 1/2" fastener bolts. Per NFPA 13: 1/2" (15mm) thru 2" (50mm) pipe requires /8 fastener, 21/2" (65mm) thru 4" (100mm) pipe requires 1/2" fastener." Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" (100mm) pipe. Finish: Pre-Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. 2 1/4" x 2" Lag Bolts (No Pro-Drilling Up to 4' (100mm) pipe I Per NFPA /8" or 1/2 Lag Bolts I" Up to 4" (1 00mm) pipe I I Drive Screws /2' (15mm) -4" (100mm) pipe iTT<T 2-#14x1" Tek Type Screws Into Mm. 16 Gauge Steel Up to 4" (100mm) pipe Bolt & Hex Nut Up to 4" (100mm) pipe UL Listed Fastener Table Pipe Size I Qty Fastener Type Material 2" 2 #16 x 2" Drive screws Wood 2" 1 /8" Lag bolt Wood 21/2"-4" 1 1/2" Lag bolt Wood 31/2" 2 1/4" X 11/2" Lag bolts Wood 4" 2 1/4" X 2" Lag bolts ** Wood 4" 2 1/4" x 1 Tek screws Metal (15 gauge) 4" 2 1/4" X 1 Tek screws Metal (16 gauge) ** No pre-drilling Larger pipe sizes can be hung with reduced spacing. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 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 44 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 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)). Fig. 200-i to 200-2 Conforms to Federal Specifications WW-H-171 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 besupplied with (2) hex nuts - in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of U - - Fig. 200C Fig. 200F 200-1/2 Pipe 1/2° Size (15) :i; I11p,(• I I8°-16 A I in. -H-r- 31/8" (79.4) in. -r 2/8" B (66.7) Approx.l II I 11 (5.0) 200-I4 3/4" (20) /8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 V. (25) /8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200_11/4 11/4" (32) /8"-16 33/4' (94.0) 2/8" (73.0) 13 (5.9) 20011/2 11/2" (40) /8"-16 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200-2 2" (50) /8"-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200_21/2 21/2" (65) /8"-16 5/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) /8"-16 57/8" (149.1) 4" (101.6) 29 (13.3) 200-3/2 31/2" (90) /8"-16 7/8" (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" (100) /8"-16 7/8" (187.3) 5" (127.0) 35 (16.0) 200-5 (125) 1/2".13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 (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) 8/4" (222.2) 136 (62.3) I Fig. 200-I2. 200-I4 Fig. 200-2I2 to 200-8 I I I I I I LI I I Fig. 200 Fig. 200S Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317ONF) ®TDLCO 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. B317014FC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut I I C®uS LISTED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PW'- I COOR B-Line I Part No. AIR 1/4" x 'L' Threads 20 Recommended 240 Load (1.07) Approx. Wt./1100 12 Ft. (5.44) AIR W x 'L' 16 730 (3.24) 29 (13.15) AIR I2" x '1' 13 1350 (6.00) 53 (24.04) AIR I8" x '1' 11 2160 (9.60) 89 (40.37) ATR 3/4" x '1' 10 3230 (14.37) 123 (55.79) AIR /8" x '1' 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. I I I I Fig. 83205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) ®TOLCO Fig. B32051 - Threaded Rod (right & left hand threads) TL Size Range: /8"-16 thru 3-4 rod 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 000 63205-3/8 x 'L' Thread Size I8"-16 Thread I 21/2' Standard Length TL I (63.5) 650-F I 730 Lb s. Design (343-C) I I (3.25) Load 750-F I 572 (399-C) (2.54) B3205-1/2 x 1/2°..13 21/2 (63.5) 1350 (6.00) 1057 (4.70) B3205-5/s x 'L' I8°11 21/2 (63.5) 2160 (9.61) 1692 (7.52) B3205-314 x 'L' I4-10 3° (76.2) 3230 (14.37) 2530 (11.25) B3205-718 x 'L' /8"-9 31/2" (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog. I Fig. AIR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: /8"-16 thru 11/26 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. I I I I I I I I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. ®TDLCO c®vS LISTED 44 A / Fig. 2001I2. 200-/4 Fig. 200-21I2 to 200-8 I Li I I I I H I I I I I I I I Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod 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. f.- (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)) Fig. 200-1 to 200-2 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved 0/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 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 in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. - Part No. -i 200M8-1/2 Pipe II 1/2" Size (15) Rod Size M8 A in. 3I8 (79.4) 2I8 B (66.7) Approx. Wt,/1 00 11 (5.0) 200M10-1/2 1/2 ' (15) M1O 31/8 (79.4) 2I8' (66.7) 11 (5.0) 200M8-3/4 3/4" (20) M8 31/8 (79.4) 21/2 (63.5) 11 (5.0) 200M10-3/4 3/4 (20) M10 31/8" (79.4) 21/2 (63.5) 11 (5.0) 200M8-1 1" (25) M8 33/9' (85.7) 2/8 (66.7) 12 (5.5) 200M1-1 1" (25) M10 3/8" (85.7) 2I8 (66.7) 12 (5.5) 200M8-11/4 11/4 (32) M8 33/4' (94.0) 2/8' (73.0) 13 (5.9) 200M10-11/4 11/4 (32) M10 33/4" (94.0) 2I8' (73.0) 13 (5.9) 200M8-11/2 11/2 (40) M8 37/' (98,4) 2/8" (73.0) 14 (6.4) 200M10-11/2 11/2' (40) MiD 3/8' (98.4) 2/8" (73.0) 14 (6.4) 200M8-2 2' (50) M8 41/2" (114.3) 3° (76.3) 15 (6.9) 200M10-2 (50) MiD 41/2" (114.3) (76.3) 15 (6.9) 200M-21/2 21/2" (65) M10 5 /8° (142.9) 41/8" (104.7) 27 (12.3) 200M-3 (75) MiD 5/8' (149.1) (101.6) 29 (13.3) 200M-31/2 31/2° (90) MiD 7/8' (187.3) 51/4" (133.3) 34 (15.6) 200M-4 4' (100) MiD 7/8" (187.3) 5" (127.0) 35 (16.0) 200M-5 5 (125) M12 91/8" (231.8) 61 /4 (158.7) 66 (30.2) 200M-6 6" (150) M12 101/8° (257.2) 6/4' (171.4) 73 (33.4) 200M-8 8" (200) M12 131/8° (333.4) 8/4" (222.2) 136 (62.3) I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 00 A COOPER B-Line I I I 4, WE STE FM RR IJ T E C -r i D NJ - Western Fire Protection Inc. I I QUIDEL RUTHERFORD Western Job #21-2135-03 EQUIPMENT SUBMITTAL 11 2285 RUTHERFORD ROAD CARLSBAD, CA 92008 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I I I I I I I I I I I I I I I QUIDEL RUTHERFORD EQUIPMENT INDEX 1. EXISTING TO REMAIN: ZURN BACKFLOW MODEL 475DA-V POTTER VSR VANE TYPE WATERFLOW ALARM SWITCH VICTAULIC 3/4 BRASS UPR'T, 11.2K, V3403 2. SPRINKLER HEADS: GLOBE SERIES GL-QR, 1/2, BRASS UPR'T, 200°, 5.6K, GL5615 GLOBE SERIES GL-QR, ¼", WHITE PEND'T, 200°, 5.6K, GL5601 GLOBE SERIES GL-QR, 3/4, BRASS UPR'T, 286°, 8.0K, GL8118 TYCO ULTRA-K17, SR, 3/4, CHR I BRASS UPR'T, 200',16.8K, TY7153 TYCO ESFR-17, 3/4 BRASS UPR'T, 212°, 16.8K, TY7126 TYCO SERIES TV-B, %",BRASS UPR'T, 286°, 8.0K, TY4151 GLOBE CLEAN ROOM CONCEALED PEND'T, 200',5.6K, GL5653 GLOBE CONCEALED PEND'T, 200',5.6K, GL5601 VICTAULIC VICFLEX VSI, CHROME DRY PEND'T, 200°, V3506 3. PIPING, FITTINGS & MECHANICAL COUPLINGS: WHEATLAND STEEL PIPE SCH. 10 & 40 BULLMOOSE STEEL PIPE SCH. 10 & 40 TEX-TUBE STEEL PIPE SCH. 10 & 40 VICTAULIC 920 MECH TEE VICTUALIC FIRELOCK GROOVE FITTINGS VICTAULIC FIRELOCK FLANGED ADAPTER ANVIL DUCTILE IRON THREADED FITTINGS ANVILSTAR MERIT OUTLET FITTINGS VICTAULIC INNOVATIVE GROOVED SYSTEM (IGS) VICTAULIC VICFLEX SERIES AH2-CC FLEXIBLE HOSE 4. VALVES: VICTAULIC FIRELOCK SERIES 705 BUTTERFLY VALVE WIT.S. GLOBE MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY FPPI ANGEL HOSE VALVE POTTER ROEMER SERIES FRCI8I0 HOSE VALVE CABINET AGF MODEL 101 IA TEST AN DRAIN POTTER PAV AIR VENT MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY I I I 5. PIPE HANGERS & SUPPORTS: TOLCO FIG 200 ADJUSTABLE BAND HANGER RING TOLCO FIG 100 ALL THREAD ROD TOLCO FIG 69 BEAM CLAMP RETAINING STRAP TOLCO FIG 65XT TOP BEAM C-CLAMP TOLCO FIG 66 (WIDE MOUTH) TOP BEAM C-CLAMP SAMMY SIDEWINDER FOR WOOD - HORIZONTAL APPLICATION SAMMY FOR WOOD - VERTICAL APPLICATION DEWALT SNAKE + INTERNALLY THREADED SCREW ANCHOR DEWALT POWER-STUD + SD2 WEDGE EXPANSION ANCHOR DEWALT MINI-UNDERCUT + ANCHOR TOLCO FIG 25 SURGE RESTRAINER TOLCO FIG 6 RISER CLAMP TOLCO FIG 980 UNIVERSALSWIVEL SWAY BRACE ATTACHMENT TOLCO FIG 75 SWIVEL ATTACHMENT 0. TOLCO FIG 4L & 4LA IN-LINE SWAY BRACE ATTACHMENT TOLCO FIG 1001 SWAY BRACE ATTACHMENT TOLCO FIG 2002 SWAY BRACE ATTACHMENT DEWALT DDI+ (PRESET DECK INSERT) 6. MISCELLANEOUS: ARGCO FIRE SPRINKLER SPARE HEADBOX ARGCO VINYL SPRINKLER IDENTIFICATION DECALS HILTI FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP I I I-- i I I I I MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY I I I [I I I I I I E I EXISTING TO REMAIN I I I I I I I I I I I I I I I EXISTING BACKFLO PREVENTER. FOR HYDRAULIC REFERENCE ONL RAW Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. The Model 475DA/475DAV shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance ASSE® Listed 1047 (4" thru 8") AWWA Compliant C550 UL® Classified (4" thru 10") C-UL® Classified (4" thru 10") FM® Approved (4" thru 8") NYC MEA 170-02-M VOL 2 (4" thru 8") Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (4" thru 8") Meets the requirements of NSF/ANSI 61* °(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM Springs Stainless Steel, 300 series Features Sizes: 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI 1316.1 Class 125 Relief Valve discharge port: 2 1/2" - 6" -2.75 sq. in. 8"- 10" - 3.69 sq. in. Dimensions & Weights (do not include pkg.) WEIGHT________ I ______ ______ MODELS LESS WITH WITH WITH BFLY WITH BFLY I 4750A & SHUTOFF OS&Y OS&Y VALVES VALVES I 475DAV VALVES GATES GATES (GXF) (GXG) I SIZE (GXF) (GXG) I Ibs.lkg lbs. Ikg lbs. kg lbs. kg Ibs.I kg 4 1131 51 30311371 279 127 183 83 161 I 73 I 6. 1871 85 487 1221 465 211 291 132 261 I 118 I 8' 421 1191 897 14071 843 382 611 277 565 I 256 I 10" 4391199 11131 505 1055 479 713 1 323 655 I 297 I MODEL 475DAV MODEL 475DA Options (Suffixes can be combined) - with OS & Y gate valves (standard) L - less shut-off valves (grooved body connections) L LM - less water meter - with gpm meter (standard) - with cu ft/min meter E V - vertical flow up configuration L G - with groove end gate valves fl FG - with flanged inlet gate connection and grooved outlet gate connection U BG - with grooved end butterfly valves with integral supervisory switches BF - with flanged end butterfly valves with integral supervisory switches P1 - with post indicator gate valve —509 - with AWWA C509 gate valves Accessories Eli Air gap (see spec sheet BF-AG) Repair kit (rubber only) fl Thermal expansion tank (Model XT) Valve setter (Model FLS or MJS or MJFS) LI Gate valve tamper switch (OSY-40) LI QT-SET Quick Test Fitting Set -- l/ .,', 21 1! [.141 4*1I I .iiifi.'i*ii 111.1 L' LEAD FREE NSF/ANSI 61 DIMENSIONS (approximate) MODELS 475DA & B B B C C 475DAV A WITH GATE WITH BFLY LESS GATE OS&YCOPEN OS&Y WITH BFLY D SIZE VALVES VALVES VALVES CLOSED VALVES in. mm in. mm in. mm in. mm in. mm in. I mm in. I mm in. mm 4' 475DA 185/16 465 30 762 273/4 705 21 533 223/4 578 181/4 464 9 229 8 203 4" 475DAV 187/8 479 361/2 927 32 813 1 18 1/2 470 223/4 578 181/4 464 9 229 8 203 6 475DA 1811/16 475 351/2 902 321/8 816 25 635 301/8 765 233/4 603 101/4 260 10 254 6'475DAV 21 533 42 1067 351/4 895 21 533 301/8 765 233/4 603 101/4 260 10 254- 8" 475DA 29 737 46 1168 429/16 1081 347/16 875 373/4 959 291/4 743 12 305 13 330 8'475DAV 305/16 770 531/2 1359 469/16 1183 305/16 770 373/4 959 291/4 743 12 305 13 330 10' 475DA 29 737 47 1/2 1207 447/16 1129 347/16 875 453/4 1162 353/8 899 13 330 13 330 10" 475DAV 305/16 770 561/2 1435 505/16 1278 305/16 1 770 453/4 1162 353/8 1 899 1 13 330 13 330 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com Rev. G Date: 3/20 Document No. BF-475DA&V Product No. Model 475DA & 475DAV Page 1 of 2 138 .5. 0 103 0 -J 69 w D C,) 34(/) w (5 a. 1600 189.3 3000 VERTICAL INSTALLATION MODEL SIZE in. mm DIMENSIONS (approximate) Al SETTER END TO END FLS in. mm Al SETTER ENDTOEND MJS in. mm 4 100 315/16 795 295/16 745 6 150 343/4 884 32 3/4 832 8 200 47 1194 445/8 1133 10 250 51 1295 47 1194 I I I I I I I I I I I I 1 I I Flow Characteristics ORated Flow (established by approval agencies) (UL curve) MODEL 475DA & 475DAV 4" & 6" (STANDARD & METRIC) FLOW RATES (us) 0.0 25.2 50.5 75.7 100.9 W20 (I) a. 15 U) 0 -J 10 Cl) 5 U) Ui I !'I' :IIu fr.iJiJ [I] 'j1 '.1 Ill. 1'JIljl [ii] 'I •A'..I frZW Ii FLOW RATES (GPM) Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 1 ZURN WILS DIRECTION OF FLOW OUTDOOR INSTALLATION I Specifications The Reduced Pressure Detector Assembly shall be certified to NSF/ANSI 61, ASSE® Listed 1047, and supplied with full port OS & Y gate valves. The main body and access covers shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. U The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Detector Assembly shall be a ZURN WILKINS Model 475DA or 4750AV. I Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 I In Canada I Zurn Industries Limited 7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com Page 2 of 2 1000 2000 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. 'A PoffF VSR Existing- For reference only VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 2 1/2 DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 3 1/2" - VSR-3 1/2 1144435 4" DN100 VSR-4 1144404 5" - VSR-5 1144405 6" DNI50 VSR-6 1144406 8" - DN200 --VSR-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 UL, CUL and CSFM Listed, FM Approved,LPCBApproved, For CE Marked (EN12259-5) /VdSApproved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-lO GPM (15-38 LPM)-UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.OAmps at 1251250VAC 2.0 Amps at 3OVDC Resistive lOmAmpsmin. at24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA- 13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. I CAUTION I Waterfiow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. Important: This document contains important information on the installation and operation of the VSR waterfiow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterfiow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed for use on a steel pipe; schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2" - 6' and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2" thru 8" (50 nim thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterfiow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. #5401146 - REV M PAGE 1 OF 4 11115 I VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD p (O POTTER The Symbol of Protection I I DIRECTION OF WATERFLOW '\ ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW (Flowing water activates device in one direction only.) DWG. 1146-1t Q ADAPTER RL DApTER 20mm ±21wm MAX. DNSO ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterfiow or within 24' (60 cm) of a valve or drain. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way. Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Do not obstruct or otherwise prevent I the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm. If an alarm is not desired, a qualified technician should disable the alarm system. DO NOT LEA VE COVER OFF FOR Retard Adjustment Fig. 1 AN EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms DWG#II46-IP Compatible _Pipe/ _Installation _Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness _____________ Hole Size U-Bolt Nuts Torque Lightwall Schedule 10 (UL) Schedule 40 (UL) BS-1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn VSR-2 2 DNSO 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 + .125/- .062 33.0±2.0 VSR-2 1/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - - VSR-2 1/2 - DN65 3.000 76.1 - - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 j 5.49 0.157 1 4.0 0.114 2.9 2.00±125 50.8±2.0 20 27 VSR-3 1/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - VSR-4 4 DNIOO 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR-5 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DNISO 6.625 168.3 .115 2.921 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 1 8.625 219.1 - - 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. #5401146 - REV M PAGE 2 OF 4 11/15 I I I I I I I I I I CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect -En~- -E2:~- 7 TIGHTEN NUTS ALTERNATELY MOUNT ON PIPE 50 ARROW ON SADDLE I POINTS IN DIRECTION OF WATERFLOW I L I I I I Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. NOTICE Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. Fig. 3 Break out thin section of cover when wiring both switches from one conduit entrance. ME IA. in mm) MG. 114n.14 'TOMINAL PIPE DIA. +1.75 in (+44.5 MM) FOR ON 50— ON 652-2.5 in 'IOMINAL PIPE DIA. +2.125 in (+54,0 MM) FOR ON 00— ON 200 34 in U.B U.BOLT PIPE PLASTIC DWG 1146.15 ® POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 4 Switch Terminal Connections Clamping Plate Terminal IlJ0 0 DWG. 11148-16 A WARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8" of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. Fig. 5 Typical Electrical Connections Notes: The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). CONNECTOR NEUTRAL FROM I BELl BREAKER NEUTRAL FROM BELL .L ) BREAKER LINE FROM BREAKER 0 EOL (End Of Line Resistor) NOTE: When connecting to a EL Listed control panel, use the panels resistor value for circuit sunelvis Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 6 Mounting Dimensions so in 3.50sn 2.001n (I4l.2msn) Fig. GREEN GROUND (5(.8 mmi PRINTED IN USA MFG. #5401146 - REV M PAGE 3 OF 4 11115 U I i VSR POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD I Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterfiow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order I replacement retard switch assembly stock #1029030 (see Fig. 8). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 8) I The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. I 2. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfIow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the tripstem. I 6. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perform a flow test and place the system back in service. I Fig. 8 REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE I BREAKOUTTHIN SECTIONOF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING CREWS I RETARD/SWITCH ASSEMBLY / I U I I (2) LOCATING PINS fl I DO NOT REMO\ (2) RETARD HOI. SCREWS I I (2) LOCATI1 BOSSES IN I DWG# 1146-10 I Removal of Waterfiow Switch To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are removed or replaced. I . Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and remove U-bolts. Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector saddle. Lift detector clear of pipe. PRINTED IN USA MFG. #5401146 - REV M PAGE 4 OF 4 I 11/15 EXISTING TO REMAIN PARTIAL OVER NEW MEZZANINE BAYA - I&6-8 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response I V34O3,V3404, V3407, V3408 STANDARD RESPONSE The Models V3403, V3404, V3407 and V3408 Standard Spray Sprinklers are designed to protect any hazard defined within NPFA 13 where Standard Spray Sprinklers are allowed as fire protection. The Models V3403 and V3407 standard response sprinklers are also special sprinklers designed, tested and Listed for "Storage Protection" utilizing the density/area criteria per NFPA 13, 2002 edition (for example: Figure 12.3.3.1.5(b) Note 2, Figure 12.3.3.1.5(d) Note 5, Paragraphs 12.3.3.5.1.2, 12.3.2.5.1.2, etc.) In addition the FM Global Approval Guide and Loss Prevention Data Sheets must also be followed when installing these Model V34 sprinklers. FM Global refers to all these models as "Control Mode" sprinklers for use in storage applications utilizing the density/area design method. The discharge rates for Model V34 (ELO) sprinklers are twice that of standard ½' (15 mm) sprinklers and up to 60 percent higher than 17/32' (20mm) orifice sprinklers. The design incorporates state-of-the- art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 2) to meet many design requirements. PENDENT (V3407 AND V3408) UPRIGHT (V3403 AND V3404) I I I I I SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. I For coverage area and sprinkler placement, refer to NFPA 13 standards, the FM Global Approval Guide and Loss Prevention Data Sheets where applicable. www.victaulic.com vIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REV_H COVERAGE: TECHNICAL SPECIFICATIONS: (EXAGGERATED FOR CLARITY) JOB/OWNER System No. Location Models:IV3403I V3404, V3407, V3408 Style: Pendent orlUpright I Nominal Orifice Size: 5/8 /l6mm I K-Factor: 11.21 Imp./16.1 5.1." Nominal Thread Si4_7/e_770mm Max. Working Pressure: 1/bp i/1200kPa Factory Hydrostatic Test: 100% @ 500 psi/ 3450 kPa Mm. Operating Pressure: 7p5i/48kPa UL, NFPA applications; 10psi/69kPa FM Global applications. Temperature Rating: See chart on page 2. MATERIAL SPECIFICATIONS Upright Deflector: Brass per UNS C22000 Pendent Deflector: Brass per UNS C51000 Bulb: Glass with glycerin solution. Bulb Nominal Diameter: Standard: 5.0mm Quick Response: 3.0mm Load Screw: Brass per UNS C65100 Pip Cap: Brass per UNS C65100 Seal: Teflon* tape Spring: Beryllium nickel Frame: Die cast brass Lodgement Spring: Stainless steel per UNS S30200 ACCESSORIES Installation Wrench: Open End: V34 Recessed: V34 Sprinkler Finishes: I' Plain brass I Chrome plated White painted** Proprietary Nickel_Teflon** coating For cabinets and other accessories refer to separate sheet. " For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. * Teflon is a registered trademark of Dupont Co. ** UL, ULC Listed for corrosion resistance in all configurations. I Not FM approved. CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved Date Para I 4ectsulid I 40.201 1 1 I I I I I I I I I I I I I I I I I I FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.20 V34, K11.2 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSE Orifice Size (inches) 5/s" 5/8" 5/8' Orifice Size (mm) 16 16 -_L6 16 Nominal K Factor Imperial 11.2 112 11.2 11.2 16.1 - L 16.1 16.1 16.1 Nominal K Factor S.l. Standard Standard Quick Quick Response Pendent Upright Pendent Upright Deflector Type Adjustment Approved Temperature Ratings F'/C' by encyt .. 135F/5TC 135'F/57'C 135'F/57'C 1357/57"C 155'F/68'C 155F/68'C 155'F/68'C 155"F/68"C UL 175'F/79'C 175'F/79'C 175'F/79'C 175'F/79C 200"F/93"c 200'F/93 "C 200"F/93C 200'F193'C 286"F/141'C 286"F/14I C 286F/141 'C 286'F/141"C 135'F/57C 1357/57'C 135'F/57C 135"F/57"C 155'F/68'C 155'F/68'C 155'F/68'C 155'F/68"c ULC 175'F/79'C 175F179'C 1757/79'C 1757/79'C 200" F/93'C 200'F/93"C 2107/93T 200'F/93'C 2867/141C 2867/141C 286"F/141'C 286'F1141"C 1357/57C 1357/57T 1357/57'C 1357/57"C 155'F/68'C 1557/68'C 1557/68c 155'F/68C FM# 175'F/79'C 175'F/79'C 175'F/79'C 175"F/79'C 200"F/93C 2007/93'C 200"F193"c 200'F193'C 286"F/141C 286'F/141'C 286"F/141"C 286'F/141"C 1135'F/57'C 1357/57'C 1357/57'C 135"F/57"C 155'F/68'C 155'F/68'C 155'F/68'C 155"F/68"C NYC/MEA If 62-99-E 175'F/79'C 175'F/79'C 175'F/79'C 175'F/79'C 2007/93C 200F/93"C 200"F/93"C 200'F/93'C 286"F1141"C 286"F1141'C 2867/141"C 286'F/141"c 135'F/5TC 135F/57'C 135F/57'C 135"F/57"C 155'F/68'C 155'F/68'c 1557/68'C 155"F/68"C CSFM If 7690-0531:112 1757/79'C 175'F/79'C . 175'F/79'C 175'F/79'C 200"F/93'c 2007/93C 200F/93'C 200'F/93'C 286"F1141'C 286"F/141'C 286"F/141"C 286'F1141"C 135F/57"C 135F/57'C 135'F/57C 1357/57c 1557/68'C 155"F/68'C 1557/68T 155"F/68"C VNIIPO 175'F/79'C 175"F/79'C 1757/79'C 1757/79T 200"F193C 200'F/93"C 200 F/93"C 200F/93'C 286"F/141"C 286F/141'C 286"F/141'C 286'F1141"C *Listings and Approvals as of printing. All are approved open, except for areas designated 'No'. " For 1< Factor when pressure is measured in Bar, multiply S.I. units by 10.0 vIcTAuLIC IS REGISTERED TRADEMARK OF vICTAuLIC COMPANY. 0 2009 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. taulid 40.20_2 REV_H FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.20 V34, K11.2 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSE RATINGS All glass bulbs are rated for temperatures from —67°F (-55°C) to those shown in the table below t Standard response only. All are approved open, except for areas designated 'No'. - 150/65 if wax coated. ORDERING INFORMATION Please specify the following when ordering: Sprinkler Model Number Style Temperature Rating K-Factor Thread Size Sprinkler Finish Quantity Wrench Model Number www.victaulic.com "¼JtauIic viclAuLic IS REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2009 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. REV_H 40.203 I FIRE PROTECTION PRODUCTS — AUTOMATIC SPRINKLERS 40.20 V34, K11.2 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSE WARNING A I - WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that O supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection O Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. I I I I I I I I VICTAUUC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.20_4 \%taulicr REV_H I I I I I ri I I I FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.20 V34, K112 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSE DIMENSIONS Standard Pendent - V3407, V3408 Standard Upright - V3403, V3404 6' -__ 1%? I 46 mm 45 mm 2½ / 64 mm frflh1It www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. •ctaukc REVH 4020_5 FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 4020 V34, K1L2 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSE AVAILABLE WRENCHES Sprinkler Type V34 Recessed V34 Open End Pendent and Upright yes yes DISTRIBUTION PATTERNS MODELS V3407, V3408 1(11.2 STANDARD PENDENT n,ernln,IrIn.l nnrl'rn.lc ynn irrrnnv 10' 3,0 m 8 2,4 m 7p8i 48 kPa 6' I,8 n, 15 psi 103 kPa 4' 1,2 m 30 psi ------ 207 kPa 2- 0,6 rn 0 0,6m 1,2m IBm 2,4n1 30m 3,7m 4,301 I Ac—ta __ui icr VICTAULIC IS REGISTERED TRADEMARK OF vICTAuLIC COMPANY. 2009 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. 40.20_6 REV_H onimommoommo uiiii••iu• u••iu•uuaii MENEENEEMENN I ui•uiuu• u• u•uu•ii NNENEEMMEMEN uuiuiiuiiU NNEMN MEMO 10' 3.0 IT 8' 2,4 6' 1,8 4, 1,2 2' 0,6 7psi 49 kPa 15 psi 103 kPa 30 psi ------ 207 kPa FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.20 V34, K11.2 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSE DISTRIBUTION PATTERNS MODELS V3403, V3404 K11.2 STANDARD UPRIGHT DISTRIBUTION PATTERNS -TRAJECTORY 0 2' 4' 6' 8' 10' 12' 0,6m l,2 n, iBm 2,4m 30m 3,7m NOTES: Data shown is approximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance inavoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code, FM Global Approval Guide and Loss Prevention Data Sheets or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. www.victaulic.com 4iEctaulid VICTAULIC IS A REGISTERED TRADEMARK OF ITALIC COMPANY. * 2009 VICTAULIC COMPANY. ALL RIGHTS REsERvED. REV_H 40.20_7 Standard Spray Pendent and Upright, Standard and Quick Response, Storage Protection (density/area) Sprinklers Standard Response V3403, V3404, V3407, V3408 STANDARD RESPONSENSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. I I I I I I I I I I For complete contact information, visit www.victaulic.com 40.20 2549 REV H UPDATED 112009 VITAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.20 I I I I I I I 111111111111111111111111111111111111111111111 WCAS-7MYMJ Q 1htauiic SPRINKLERS U U U U U U I U I U I I I U U I I I I VTO 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 • www.globesprinkler.com I Technical Support .989-414-2600 .techservicegIobesprinkler.com SERIES GL-QR STANDARD COVERAGE, QUICK RESPONSE I UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLERS K-FACTOR: 2.8, 4.2, 5.6, 8.0 GENERAL DESCRIPTION IGlobe Series GL-QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with RECESSED PENDENT the guidelines of the appropriate Installation Standard being I mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K-factors, temperatures and UPRIGHT PENDENT finishes as shown. Recessed escutcheons with either 1/2" or %" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkler/escutcheon combinations and Listings). Some pendent models are additionally available RECESSED PENDENT with a special 'Seismic" escutcheon to meet the IBC-ASCE/ SEISMIC IBC!ASCEISEI CODES SEI 7 requirements for use in seismic design categories C, D & E. OPERATION Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN Upright: GL2815, GL4215, GL5615, GL8115, GL8118 Pendent, Recessed Pendent: GL2801, GL4201, GL5601, GL8101, GL8106 Approvals cULus•FM'LPCB'CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze• Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy Seal - teflon Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel SEP 2019 FINISHES AND ACCESSORIES Finishes Factory Bronze• Chrome • White Polyester Black Polyester - special order Escutcheons Brass • Chrome • White Polyester. Black Polyester Wrenches Standard • Recess• 1/2" NPT • 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, 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. NOTE: Users should refer to Globe's web site (www.globesprinkler.corn) to ensure that the most recent technical literature is being utilized. PAGE 1 OF 6 GFS-1 00 FIGURE 1: STANDARD SPRINKLER WRENCH 1/2 NPT PIN 325390 ~ NPT P/N 312366 FIGURE 2: RECESSED SPRINKLER WRENCH V NPT P/N 325391 3/4 NPT P/N 325401 INSTALLATION I I I I I I I I I I NOT/CE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). I I SEP 2019 GFS-100 PAGE 2 OF 6 I TABLE A: UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 1 GL5615I GL8115* GL8118 1 ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. FRAME COMPRESSION SCREW BULB 2-1/4" BULB SEAT (57.1 mm) WRENCH FLAT LOBE 1/2° NPT 7/16° (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 DEFLECTOR FRAME 2-7/16" COMPRESSION SCREW BULB (62 mm) BULB SEAT WRENCH iJ LOB 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GL8118 SEP 2019 GFS-1 00 I I I I I I I I I I I I I I PAGE 3OF6 I U * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. I I I . I I I I I I I SEP2019 3/4" NPT WRENCH FLAT BULB SEAT 2-7/16 BULB (62 mm) COMPRESSION SCREW FRAME DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 1/2 NPT WRENCH FLAT BULB S BULB O1OI$1 COMPRESSION SCREW FRAME DEFLECTOR FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GL810I GFS-1 00 1/2" 02.7 mm) NOMIN\L MAKE-IN 7/16" (11.1 mm) NOMINAL MAKE-IN I TABLE B: PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL5601 GL8I0I * GL8106 1 ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (90 met-ic) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2(15mm) 1/2" (15mm) 1/2" (l5mn) 1/2(15mm) 3/4" (20mm) HAZARD L.H. LA L.H./O.H L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 1.5°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°c) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175-F (79-C) NA 175-F (79-C) 200°F (93°C) 200°F (93°C) 286°F(141°) 286°F(141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286'F (141°c) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F(141°O) 286°F(141°C) PAGE 4 OF 6 FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E. 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178 W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W SEP 2019 GFS-100 I I I I PAGE 5OF6 I TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 ((2) GL5601 (1)(2) GLSIOI * I') I') GL8106 (1)(2)(3) ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" 1/2° 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) r200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286°F(141°C) 286-F (141-C) FM Approved 135°F (57°C) 135°F (57°C) Note: 1/2 Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) CE NA NA 155°F (68°C) NA 155°F (68°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) * FOR RETROFIT USE ONLY cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING cULus I LPCB ICE APPROVED WITH 1/2" ADJUSTABLE AND 3/4° ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY I TABLED: STANDARD ESCUTCHEONS 215/16" DIA.-° 2' D. MIN. HOLE IN CEILING 29/32° DIA. REDUCER ____ MIN. - - 1/8t MAX- 1/2' AD). 7/8" MAX. -3/4' AD). CEIUN cup 1 3/4 MAX. RETAINER FIGURE 7: RECESSED ESCUTCHEON I I I I I TABLE E: SEISMIC ESCUTCHEONS I TABLE F: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx IliL F -s-IN I I I TEMPERATURE GL2815 2815 GL4215 4215 GL5615 (5615 GL8115 8115 GL8118 (8118 GL2801 2801 GL4201 4201 tGL5601 (soi GL8I01 8101 GL8106 8106 -I- 135 135°F(57°C) 155 155°F(68°C) 175 175°F (79°C) 200 200°F (93°C) 286 '286°F (141 °j FINISH EIi BRONZE 'di CHROME LiI WHITE POLYESTER 04 BLACK POLYESTER Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. ORDERING INFORMATION ' SPECIFY: SPRINKLER Quantity• SIN . Orientation • Orifice• NPT • Temperature Rating I . Finish • Part Number (See TABLE F) ESCUTCHEON Quantity• Finish Part Number (See TABLE D & TABLE E) I . WRENCH Quantity• Part Number 1/2° NPT Standard ....................325390 3/4° NPT Standard ....................312366 1/2' NPT Recess . . . . . . . . . . . . . . . . . . . . . 325391 I 3/4° NPT Recess . . . . . . . . . . . . . . . . . . . . . 325401 Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I 4077 Airpark Dr. Standish MI 48658 • 989-846-4583 • www.globesprinkler.com U Technical Support. 989-414-2600. techservicegIobesprinkIer.com 4) I SEP 2019 GFS-100 PAGE 6 OF 6 (71 H3E 4077 SERIES GL-QR/SW STANDARD COVERAGE, QUICK RESPONSE HORIZONTAL & RECESSED HORIZONTAL SIDEWALL SPRINKLER VERTICAL & RECESSED VERTICAL SIDEWALL SPRINKLER K-FACTOR: 2.8,4.Z 5.6, 8.0 GENERAL DESCRIPTION Globe GL-QR/SW sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in horizontal sidewall, vertical sidewall, and re- cessed sidewall orientations. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in accordance with the guidelines of the appropriate Installa- tion Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprinklers are available in various K-factors, temperatures and finishes as shown. Recessed escutch- eons with either %" or %" vertical adjustment are available (See Approvals Table for appropriate sprinkler/escutcheon combinations and Listings). OPERATION Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. - TECHNICAL DATA SIN HSW: GL2826, GL4226, GL5626, GL5627, GL8127 VSW: GL5632, GL8133 Approvals cULus.FM•LPCB•CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze Deflector - brass • Screw - Brass Lodgement Wire - stainless steel• Bulb seat - copper Spring - nickel alloy Seal - teflon Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - steel NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to ensure that the most recent technical literature is being utilized. (HORIZONTAL SIDEWALL' RECESSED HORIZONTAL SIDEWALL LPC/CE HORIZONTAL SIDEWALL #46 RECESSED HORIZONTAL SIDEWALL LPCICE VERTICAL SIDEWALL RECESSED VERTICAL SIDEWALL FINISHES AND ACCESSORIES Finishes Factory Bronze Chrome White Polyester Black Polyester - special order Escutcheons Brass • Chrome • White Polyester• Black Polyester Wrenches Standard • Recess• 1/2" NPT• 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, 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. DEC 2019 GFS-102 PAGE 1 of 5 I INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft.-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. I I I TABLE A: HORIZONTAL SIDEWALL SPRINKLER SIN GL2826 (1) GL4226 (1) GL5626 GL5627 GL8127 (1) ORIENTATION HSW HSW HSW HSW HSW K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 5.6 (80 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H.' L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) cULus 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 4" to 12" Below Ceiling 175°F (79°C) 175°F (79°C) 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) FM 155°F (68°C) 4" to 6" Below Ceiling NA NA 175-F (79-C) NA NA 200°F (93°C) 286°F (141°C) 135°F (57°C) LPCB 155°F (68°C) Ref. No. 147c/05 NA NA NA 175°F (79°C) NA 200°F (93°C) 286°F (141°C) 135°F (57°C) 155°F (68°C) CE NA NA NA 175-F (79-C) NA 200°F (93°C) 286°F (141°C) (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. I I I I I I I I I I 7/16" (11 mm) NOMINAL MAKE-IN 2-9/16" (65 mm) 1/2" (12.7 mm) NOMINAL MAKE-IN 2-3/4" (70 mm) Li I NPT DEFLECTOR I WRENCH FLAT—" J \ L BULB SEAT BULB FRAME COMPRESSION SCREW FIGURE 1: SERIES GL-QR HORIZONTAL SIDEWALL SPRINKLERS GL2826, GL4226, GL5626, GL5627 WRENCH FLAT—' _/ \ L BULB SEAT BULB FRAME COMPRESSION SCREW FIGURE 2: SERIES GL-QR HORIZONTAL SIDEWALL SPRINKLERS GL8127 I I DEC 2019 GFS-1 02 PAGE 2 of 5 TABLE B: RECESSED HORIZONTAL SIDEWALL SPRINKLER SIN GL2826 111(2) GL4226 (1)(2) GL5626 (1)(2) GL5627 (1) GL8127 ((2) ORIENTATION RECESSED HSW RECESSED HSW RECESSED HSW RECESSED HSW RECESSED HSW K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 5.6 (80 metric) 8.0 (115 metric) NPT 1/2" 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus 175°F (79°C) 175°F (79°C) 175°F (79°C) NA NA 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) LPCB 155°F (68°C) Ref. No. 147c105 NA NA NA 175°F (79°C) NA 200°F (93°C) 286°F (141°C) 135°F (57°C) 155°F (68°C) CE NA NA NA 175°F(79°C) NA 200°F (93°C) 286°F (141°C) cULus/LPCB/CEAPPROVED WITH 1/2" ADJUSTABLE AND 3/4°ADJUSTABLE RECESSED ESCUTCHEON cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING REDUCER _CEIUNGJ 410 12" - cULus LISTED 2" MIN. DIA. iL_& HOLE IN I CEILING 2 15/16" 1 29/32" DIA. DIA. I —, 1—RETAINER 1 1°MIN. I 44.5mm MAX. 25.4mm MIN. H1/8" 3.2mm 3.2mm MIN. —1/8" MIN. 15.9mm MAX. - 12.7mm AD]. 5/8" MAX. - 1/2" AD]. 22.2mm MAX. - 19.1mm AD]. 7/8" MAX. - 3/4" AD]. FIGURE 3: RECESSED ESCUTCHEON REDUCER 50.8mm DIA. MIN. HOLE IN CEILING m 48.4mm DIA.1 _CEILINGT WALL PER BS5306 I I I I I I I I I I I I I TABLE C: ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B DEC 2019 GFS-102 I I I I I PAGE 3of5 I 7/16" (11 mm) NOMINAL MAKE-IN I I I I I I I I I I I I I I I I TABLE D: VERTICAL SIDEWALL SPRINKLER SIN GL5632 GL8133 (1) ORIENTATION VSW UPR PEND VSW UPR PEND K-FACTOR 5.6 8.0 NPT 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) cULus 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 155°F (68°C) FM 175°F (79°C) NA 200°F (93°C) 286°F (141°C) (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. 1/2" NPT WRENCH FLAT BULB SEAT BULB COMPRESSION SCREW GL5632 FIGURE 4: SERIES GL-QRISW VERTICAL SIDEWALL SPRINKLERS TABLE E: RECESSED VERTICAL SIDEWALL SPRINKLER SIN GL5632 GL8133 (1) ORIENTATION VSW PEND VSW PEND K-FACTOR 5.6 8.0 NPT 1/2(15mm) 3/4" (20mm) HAZARD L.H. L.H 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) cULus 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) (1) cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING. FOR ESCUTCHEONS REFER TO TABLE C I DEC 2019 GFS-102 PAGE 4 of 5 2-7/16" (62 mm) 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN GL8133 2 15/16 EtA. 2°DIA.MIN. - HOLE IN CEILING -129/32 DIA.- - - - - -. - REDUCER / - - 1 1/8" MIN. 5/8" MAX. - _________ 7/8" MAX. 3/4" ADJ. CUP rA rREI INER 1 3/4' MAX 1' MIS. \-CEILING WALL MIN. 6° MAX. FIGURE 5: MODEL GL-QR RECESSED VERTICAL SIDEWALL SPRINKLER TABLE F. PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx T -L F SIN I IF IF ITEMPERATURE GL2826 2826 GL4226 4226 GL5626 5626 GL5627 5627 GL8127 8127 GL5632 5632 GL8133 8133 135 135°F(57°C) 155 155°F(68"C) 175 175-F (79-C) 200 00°F(93°C) 286 286°F(141°C) FINISH BRONZE I 02 I CHROME I I 03 I WHITE POLYESTER I I 04 I BLACK POLYESTER I Note: All combinations may not be available. Refer to Listing /Approval Tables for available listed combinations. CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet included within each box of sprin- klers. This sheet (GFS-840) is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). ORDERING INFORMATION SPECIFY: SPRINKLER Quantity. SIN • Orientation • Orifice • NPT Temperature Rating Finish . Part Number (See TABLE F) ESCUTCHEON Quantity. Finish • Part Number (See TABLE C) WRENCH Quantity. Part Number 1/2" NPT Standard................325390 3/4" NPT Standard................312366 1/2" NPT Recess ................325391 3/4" NPT Recess ................325401 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 • www.globesprinkler.com I Technical Support. 989-414-2600. techservicegIobesprinkIer.com DEC 2019 GFS-102 PAGE 5 of 5 tl/CJ7 Fire Suppression & Building Products I Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 I Ultra K17— 168 K-factor I Upright Specific Application Control Mode Sprinkler Standard Response, 155°F/68°C & 200°F/93°C I I General Description The Tyco® 16.8 K-factor, Ultra K17, 1550F/680C & 200°F/930C, Standard Response, Upright Specific Applica- tion Control Mode Sprinklers (Ref. Fig- ure 1) are automatic sprinklers of the frangible bulb type. They are intended for use with National Fire Protection Association and Factory Mutual Re- search Corporation "specific applica- tion control mode" installation criteria for the protection of high piled storage. The Ultra K17 Sprinklers can provide a higher level of protection than stand- ard spray sprinklers and, in some cases, they can provide an economical advantage by eliminating in-rack sprinklers. Applications for the Ultra K17 Upright Specific Application Control Mode Sprinklers are expanding beyond the current "specific application" list- ings/approvals. For information re- garding research fire tests which may be acceptable to an Authority Having Jurisdiction, please contact the Tech- nical Services Department. AN= The 16.8 K-factor, Ultra K17 Upright Specific Application Control Mode IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation 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. Sprinklers described herein must be installed and maintained in compli- ance with this document and with the applicable standards of the National Fire Protection Association, in addition to the standards of any 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 manufac- turer should be contacted with any questions. Sprinkler Identification Number TY7153 TY7153 is a redesignation for C7153, G1887, and S8042. Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Specific details for laboratory listings and approvals given in Table A. The approvals apply to the service conditions indicated in the Design Cri- teria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT or ISO 7-133/4 Discharge Coefficients K = 16.8 GPM/psi112 (241,9 LPM/barll2) Temperature Ratings 155°F/68°C and 200°F/930C Finish Natural Brass Physical Characteristics Frame ............Bronze Button ..............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb .......Glass (5 mm dia.) Compression Screw ......... Brass Deflector . . . Chrome Plated Brass tRegistered trademark of DuPont. I I I 1 I I I I I I I I Page 1 of 4 JANUARY, 2009 TFP33O Page 2 of 4 TFP33O SPRINKLER FINISH TYPE TEMP. BULB LIQUID NATURAL BRASS WI CHROME DEFLECTOR UPRIGHT K=16.8 (TY7153) 1550F1680C Red 3,4 200°F1930C Green 1,2,3, 4 NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed). Approved by Factory Mutual Research Corporation (FM Approved). Approved by the City of New York under MEA 177-03-E. TABLE A LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) Design Criteria UL and C-UL Listing Requirements The Tyco® Ultra K17 (TY7153) Sprin- klers with a 200°F193°C temperature rating may be installed in accordance with NFPA 13 "Specific Application Control Mode Sprinkler (for Storage Use)" requirements to provide ceiling only protection (i.e., no in-rack sprin- klers) for high piled storage occupan- cies (Solid-piled, palletized and rack storage including but not limited to Class I-IV and Group A plastics) using the following criteria: a storage height of up to 25 feet (7,6 m); a maximum ceiling height of 30 feet (9,1 m); a minimum aisle width of 8 feet (2,4 m) for rack storage of Group A plas- tic commodity stored from 20 feet to 25 feet (6,1 to 7,6 m) and with ceiling heights to 30 feet (9,1 m); a minimum deflector to top of stor- age clearance of 36 inches (0,9m); a maximum coverage area of 100 ft2 (9,1 m2); a minimum coverage area of 80 ft2 (7,3 m2); NFPA spacing criteria for large drop sprinklers, i.e. 12 feet (3,6 m) maximum for unob- structed construction, 10 feet (3,0 m) maximum for rack storage applications, 10 feet (3,0 m) maximum for ob- structed construction, and NFPA deflector-to-ceiling distances for large drop sprinklers; NFPA obstruction criteria for large drop sprinklers; no additional column protection is required; a hydraulic design of: 15 sprinklers at 10 psi (0,7 bar) for Class I & II commodities, or 15 sprinklers at 22 psi (1,5 bar) for Class III, IV, and cartoned or uncar- toned unexpanded Group A and B plastics; and, wet systems only (including preac- tion systems that qualify as wet-pipe systems) FM Approval Requirements TheTyco® 16.8 K-factor, Ultra K17 (TY7153) Sprinklers may be installed with the applicable "specific applica- tion control mode" guidelines provided by Factory Mutual. (FM guidelines may differ from UL and C-UL Listing crite- ria.) Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Installation 1A'1•lt(Ii1 Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). The Ultra K17 Sprinklers must be in- stalled in accordance with the follow- ing instructions: Step 1. With pipe thread sealant ap- plied to the pipe threads, hand tighten the Ultra K17 Sprinkler into the sprin- kler fitting. Step 2. Using the W-Type 8 Sprinkler Wrench (Ref. Fig. 2) applied to the sprinkler Wrench Flats (Ref. Fig. 1), tighten the Ultra K17 Sprinkler into the sprinkler fitting. NOTICE A leak tight 3/4 inch NPT sprinkler joint should be obtained with a minimum to maximum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler with consequent leakage or impairment of the sprinkler. 8 feet (2,4 m) minimum; TFP330 Page 3of4 3/4" I 2 WRENCH 2-3/8" FLAT 4 1/ (60,3 mm) " (12,7 mm) NPT NOMINAL MAKE—IN - 1 - Frame 4 - Bulb * Temperature rating is ** Pipe thread 2 - Button 5 - Compression Screw indicated on deflector. connections per ISO 3 - Sealing Assembly 6 - Deflector* 7/1 can be provided FIGURE 1 on special request. ULTRA K17, 155°F/68°C & 200°F/93°C, UPRIGHT (TY7153) SPRINKLERS Care and Maintenance The Tyco® Ultra K17 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTICE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection systems must be obtained from the proper authori- ties 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. liquid from its bulb. (Ref. Installation Section). 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 other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. RECESS FIGURE 2 W- TYPE 8 SPRINKLER WRENCH Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost Page 4 of 4 TFP33O Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by TFSBP. No warranty is given for products or components manufac- tured by companies not affiliated by ownership with TFSBP or for products and components which have been subject to misuse, improper installa- tion, corrosion, or which have not been installed, maintained, modified or re- paired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor author- izes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP 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 TFSBP 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 TFSBP was informed about the possi- bility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Re- fer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (specify SIN), 16.8 K-factor, Ultra K17, (specify temperature rat- ing), Upright Specific Application Con- trol Mode Sprinkler, P/N (specify). Upright (SIN TY7153) 155°F/68°c ..............PSNJ 51-887-1-155 200°F193°C ..............PSN 51-887-1-200 Sprinkler Wrench: Specify: W-Type 8 Sprinkler Wrench, P/N 56-892-1 -001. 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. © 2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Worldwide I tqca Contacts www.tyco-fire.com Model ESFR-17 168 K-factor Upright Sprinkler Early Suppression, Fast Response General Description The TYCO Model ESFR-17 Upright- Sprinklers are Early Suppression, Fast Response (ESFR) sprinklers with a nominal K-factor of 16.8. The sprinkler assembly is shown in Figure 1. They are suppression mode sprinklers that are especially advantageous as a means of eliminating in-rack sprinklers when protecting high-piled storage. Model ESFR-17 Sprinklers are primarily used for ceiling-only sprinkler protec- tion of, but not limited to, the following storage applications: Most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics Cartoned, expanded plastics Some storage arrangements of rub- ber tires and roll paper For more specific criteria, see Table A and the applicable design standard. The Model ESFR-17 Upright Sprin- klers provide the system designer with an upright option to the traditional pendent ESFR Sprinklers. With a K-fac- tor of 16.8, Model ESFR-17 Sprinklers provide system designers with hydrau- lic and sprinkler placement options not presently available to traditional ESFR Sprinklers having a K-factor of 14.0. In particular, the Model ESFR-17 Upright Sprinklers are designed to operate at substantially lower-end head pressures compared to ESFR Sprinklers with 14.0 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 lot 4 K-factor. This feature offers flexibility when sizing system piping and posi- tioning the system piping with respect to the ceiling. Applications for the TYCO ESFR Sprin- klers are expanding beyond currently recognized installation standards. For information on research fire tests that may be acceptable to an authority having jurisdiction, contact Technical Services. NOTICE The Model ESFR-17 Upright Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (NFPA), in addi- tion to the standards of any authorities having jurisdiction, such as FM Global. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installa- tion guidelines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) See Table A JANUARY 2021 Technical Data Approvals FM Approved Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector .........................Copper Compression Screw ..........Stainless Steel Hook ............................MONEL Strut.............................MONEL Link Assembly................Solder, Nickel Button .............................Brass Sealing Assembly.. Beryllium Nickel w/TEFLON Ejection Spring ..................INCONEL Deflector Nut........................Brass Additional Technical Data See Table A Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. TFP3I6 TFP3I6 Page 2 of 4 -2-9/16" DIA. (65,0 mm) 10 TEMPERATURE I RATING \ - I / / I Components: 2 1-Frame / 2 - Deflector 3 3 - Compression WRENCH Screw 4 - Hook FLATS - THERMAL 5 - Strut 3-5/8 SENSING 6 - Link Assembly (92,1 mm) ELEMENT 7 - Button 8 - Sealing Assembly 6 9 1/2" 9 - Ejection Spring (12,7 mm) 10 - Deflector Nut '. NOMINAL 1-5/8" 8 / MAKE-IN (41,3 mm) 7 / 3/4 NPT 1 FIGURE 1 MODEL ESFR-17 UPRIGHT SPRINKLER, 16.8K EARLY SUPPRESSION, FAST RESPONSE Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-17 Upright Sprinklers may be used for quick reference. The National Fire Protection Associa- -- - tión (NFPA) áfid FM Glóbäl (FM Aipôv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ; consequently, the appropriate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines, since the following general guidelines are not intended to provide complete installation criteria. For more information, see Table B. Roof Construction Unobstructed or obstructed construc- tion, such as smooth ceiling, bar joists, beam and girder. Note: Where the depths of the solid structural members, such as beams and stem, exceed 12 in. (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Item Description Sprinkler Identification Number (SIN) TY7126 K-factor, gpm/p5i½ (Lpm/bar") 16.8 gpm/p51½ (241,9 Lpm/bar½) Temperature Rating F ( C) Thread Size 3/4 in. NPT or ISO 7-R 3/4 Sprinkler Orientation Upright Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) TABLE A MODEL ESFR-17 UPRIGHT SPRINKLER TECHNICAL DATA NFPA 13 Deflector-to-Ceiling Distance 3 in. to 12 in. (76,2 mm to 304 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. Obstructions below Upright ESFR Sprinklers, Including Branchlines Per the requirements of FM, obstruc- tions below upright ESFR Sprinklers can be ignored as follows: open-web bar joists or trusses hav- ing chords no more than 4 in. (102 mm) wide bridging or wind bracing no more than 4 in. (102 mm) wide Ceiling Slope Maximum 2 in. rise for l2 in. run (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 and FM Global 2-0 Maximum Spacing 12 ft (3,7 m) for building heights up to 30 ft. (9,1 m) 10 ft (3,1 m) for building heights greater than 30 ft (9,1 m) Minimum Spacing 8ft(2,4m) Minimum Clearance to Commodity 36 in. (914 mm) TFP3I6 Page 3 of 4 Storage Type NFPA FM Global Sprinkler Type ESFR Storage Response Type FR QR System Type Wet Wet Temperature Rating F ( C) 165 F(74 C) F (100 C) 165 F(74 C) 212 212 F (100 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 Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics 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 N/A Refer to FM 7-29 (Refer to the Standard) Aerosol Storage N/A N/A (Refer to the Standard) Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE B MODEL ESFR-17 UPRIGHT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW 1 I I I I I I I I I 11 I individual pipes and conduit 4 in. (102 mm) diameter or less 3 in. [DN80] pipe size or less will not require sprigs) individual groups of smaller pipe or conduit having a total width of 4 in. or less Installation TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Upright Sprinklers must be installed in accor- dance with this section. General Instructions Avoid damage to the fusible Link Assembly during installation by using the Frame arms only to handle the sprinkler and by using the appropri- ate sprinkler wrench. Do not apply pressure to the fusible Link Assembly. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. 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). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-17 Upright Sprinkler in the Upright position as shown in Figure 2. Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-17 Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-17 Upright Sprinkler using only the W-Type 21 Sprinkler Wrench as shown in Figure 2, and by fully engag- ing (seating) the wrench on the sprinkler wrench flats as shown in Figure 1. Step 3. After installation, inspect the Link Assembly of each Model ESFR-17 Sprinkler for damage. In particu- lar, verify that the Link Assembly and Hook are positioned as shown in Figure 1, and that the Link Assembly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. I I I I I I I TFP3I6 Page 4 of 4 0 WRENCH RECESS "FITTING SIDE TOWARDS SPRINKLER FITTING FIGURE 2 W-TYPE2I SPRINKLER WRENCH Care and Maintenance TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Upright Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. For more informa- tion, see the Installation section. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation, such as NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.8K Upright Sprinklers (TY7126), (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-447-1 -165 212°F (1 00°C) ................. 58-447-1 -214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.8K Upright Sprinklers (TY7126) with ISO 7-1 thread connection, (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165F (74°C) .................. 58-448-1 -165 212°F (100°C) ................. 58-448-1 -214 Sprinkler Wrench Specify: W-Type 21 Sprinkler Wrench, P/N 56-001-0-686 I I I I I I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02025 Johnson Controls. All rights reserved. All specifications and other information Shown were Current as of document revision dots and are subject to change without notice. Johnson / *' NATIONAL FIRE PROTECTION ASSOCIATION and NEPA ore registered trademarks of National P1,0 Protection Asseclatlon; S MONEL and INCONEL are registered trademarks Cf SpecialMetals Carpvratlsn; TEFLON Is a trademark 01 The Chomours Company FC. LLC Controls Worldwide I tqcclo Contacts www.tyco-fire.com Series TYB - 289 56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description The TYCO Series TV-B 2.8, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprin- klers described herein are standard response, standard coverage, decora- tive 5 mm glass bulb-type spray sprin- klers. They are designed for use in light, ordinary, or extra-hazard commercial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The TV-B Recessed Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/2 in. (12,7 mm) of recessed adjust- ment or up to 3/4 in. (19,1 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond what would be obtained when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, 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 10 it is recommended that the end-user be consulted about the suitability of these coatings for any given corrosive envi- 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 intermediate level version of the Series TY-B Pendent Sprinkler can be obtained by utilizing the Series TV-B Pendent Sprinkler in combination with the Model S2 Shield. EMM The Series TY-B 2.8, 5.6, and 8.0 K-fac- tor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condi- tion. Contract the installing contrac- tor or product manufacturer with any questions. NFPA 13 prohibits installation of 1/2 in. NPT sprinklers with K-factors greater than 5.6 in new construction. They are intended for retrofit in existing sprinkler systems only. Sprinkler Identification Numbers (SIN) TY1151 ... Upright 2.81K, 112 in. NPT TY1251 . . .Pendent 2.81K, 1/2 in. NPT TY3151 ... Upright 5.61K, 1/2 in. NPT TY3251 . . .Pendent 5.61K, 1/2 in. NPT TY4151 ... Upright 8.01K, 3/4 in. NOT TY4251 . . .Pendent 8.01K, 3/4 in. NPT TY4851 ... Upright 8.01K, 1/2 in. NPT TY4951 . . .Pendent 8.01K, 1/2 in. NPT MAY 2020 Technical Data Approvals UL and C-UL Listed FM, LPCB, VdS, and NYC Approved See Tables A, B and C for complete approval information, including corrosion-resistant status. Maximum Working Pressure See Table D Discharge Coefficient K=2.8 gpm/psi½ (40,3 Lpm/bar'/2) K=5.6 gpm/psi½ (80,6 Lpm/bar'/2) K=8.0 gpm/psi11' (115,2 Lpm/bar½) Temperature Ratings See Tables A, B and C Finishes Sprinkler: See Table E Recessed Escutcheon: Signal or Pure White, Grey Aluminum, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector .........................Copper Bushing (K=2.8) ....................Bronze TFPI5I CEILING PLATE SEATING SURFACE _H 11 2-1/4 (57,2 mm) 1-9/16 (39,7 mm) 7/16 11,1 mm JOMINAL MAKE-IN 2 (St 1/2 NPT* UPRIGHT RECESSED PENDENT CROSS SECTION TFPI5I Page 2 of 10 1 - Frame 5 - Compression 2 - Button Screw 3 - Sealing 6 - Deflector* Assembly 7 - Bushing 4 - Bulb * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 7/16 (11,1 mm) NOMINAL MAKE-IN 2-3/16 (55,6 mm) / 1/2 N PT** I WREN( FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 1 SERIES TV-B UPRIGHT (TYI151) AND PENDENT (TY1251) SPRINKLERS 2.8 K-FACTOR, 1/2 IN. NPT, STANDARD RESPONSE * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE _ L1/2 H -3/16 mm) 6 mm/_ WRENCH FLATS PENDENT / 3 / 2 4 6* STYLE 10 I-.---- 2-7/8 (73,0 mm) DIA. -.-] RECESSED ESCUTCHEON RECESSED PENDENT CROSS SECTION ALL FINISHES EXCEPT POLY-STAINLESS UPRIGHT WRENCH 1/2 ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated 1,11 mm) OMINAL 1 / 2- I I f 3/ 16 SURFACE 4 - Bulb 6 - Deflector* on Deflector. 7/16" lAKElN (55,6 mm) 2-3/16 1-1/2 I (55,6 mm) (38,1 mm) STYLE 10 RECESSED PENDENT ESCUTCHEON POLY-STAINLESS FINISH ONLY FIGURE 2 SERIES TY-B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K-FACTOR, 112 IN. NPT, STANDARD RESPONSE TFPI5I Page 3 of 10 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE l/2'i, H (12,7 mm) MAKE-IN (58,7 2-1/4 mm) 1-9/16" NOMINAL 2-5/16" (39,7 mm) L4o (57,2mm) 1 1 I 3/4" NPT** I WRENCH STYLE 40 --- 2-7/8" (73,0 mm) DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION ALL FINISHES EXCEPT POLY-STAINLESS WRENCH 3/4" ESCUTCHEON FLATS NPT PLATE SEATING SURFACE 1/2' 1 \_ 25L (12,7 mm) NOMINAL _______ MAKE-IN I f (58,7 mm) 2-1/4" 1-9/16" (57,2 mm) I... (39,7mm) 1 - Frame 3 - Sealing 5 - Compression *Temperature 2 - Button Assembly Screw rating indicated 4 - Bulb 6 - Deflector* on Deflector. 'LIII UPRIGHT PENDENT STYLE 40 RECESSED ESCUTCHEON 2-7/8' (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION POLY-STAINLESS FINISH ONLY FIGURE 3 SERIES TV-B UPRIGHT (TY4151) AND PENDENT (TY4251) SPRINKLERS &O K-FACTOR, 3/4 IN. NPT, STANDARD RESPONSE CEILING PLATE SEATING SURFACE -7 2-1/4' (57,2 mm) 1-9/16' (39,7 mm) 1 - Frame 5 - Compression 1 2 - Button Screw 3 - Sealing 6 - Deflector* r 3 Assembly 4 - Bulb * Temperature rating is indicated on Deflector. 5 ** Pipe thread connections per ISO 7-1 can be 6* provided on special request. I-7 \.fi\ 7/16' 1 I (11, mm) I NOMINAL I MAKE-IN I it 2-3/16" (55,6 mm) 1/ 1/2" NPT** WRENCH FLATS UPRIGHT PENDENT CROSS SECTION FIGURE 4 SERIES TV-B UPRIGHT (TV4851) AND PENDENT (TY4951) SPRINKLERS 8.0 K-FACTOR, 112 IN. NPT, STANDARD RESPONSE TFPI5I Page 4 of 10 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4 (19,1 mm) (15,9±6,4 mm) — 2-1/4 DIA. 1/4 (6,4 mm) FACE OF MM MOUNTING SPRINKLER PLATE FITTING 1/8 (3,2 mm ) MOUNTING SURFACE SERIES 1-1/4 (318 mm)J CLOSURE TYB 3/4" (19,1 mm) FIGURE 6 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 IN. TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT 2-7/8 DIA. 5/8±1/4' (73,0 mm) - 3/4" (19,1 mm) (15,9±6,4 mm) — 2-1/4 DIA. 1/4 (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER _- PLATE FITTING -(r __ - I. (3,2 mm) - MOUNTING SURFACE/ 11 CLOSURE SERIES 1- 5/16 (33,3 mm) TYB 13/16" (20,6 mm) FIGURE 6 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 IN. TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT CH RECESS V USED FOR PT MODELS) WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA WRENCH RECESS (END "B USED FOR 3/4" NPT MODELS) FIGURE 7 FIGURE 8 W-TYPE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH SPRINKLER WRENCH Poly-Stainless Physical Characteristics Frame ............................Bronze Button ................L316 Stainless Steel* Bulb...............................Glass Compression Screw .....L316 Stainless Steel* Deflector ...................Copper/Bronze Sealing Assembly. Gold Plated Beryllium Nickel w/TEFLON 'Type L316 stainless steel (UNS 31603) per ASTM A479/479M or BS EN 1008 WN1.4404. Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-B 2.8, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency, such as UL Listing based on the requirements of NFPA 13 and FM Approval based on the requirements of the FM Global Loss Prevention Data Sheets. Use only the Style 10 or 40 Recessed Escutcheon, as applicable, for recessed pendent installations. Installation The TYCO Series TY-B 2.8, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) to 3/32 in. (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by apply- ing a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Obtain a leak-tight 3/4 in. NPT sprinkler joint by applying a minimum to maximum TFPI5I Page 5 of 10 Sprinkler Finish8 Bulb I I Wax-Over- Sprinkler Temperature Liquid Natural Chrome oyesteroyStainlessc Coated i Coated I Coated K-Factor Type Rating Color Pl c Pl Brass Plated Lead Wax Lead 135°F (57°C) Orange Upright 155°F (68°C) Red (TY1151) 175°F (79°C) Yellow 2.8 1/2 in. and 1, 2, 3 N/A N/Ad 200°F (93°C) Green NPT Pendent (TY1251) 286°F (141°C) I Blue Figure 1 I 360°F(182°C) I Mauve 1 1,2 NOTES Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by FM Global (FM Approvals). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03). Approved by the City of New York under MEA 354-01-E. VdS Approved. (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05) Where Polyester Coated, Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable 150F (660C) maximum ceiling temperature C. Frame and deflector only d. Not Applicable (N/A) TABLE A SERIES TV-B 2.8 K-FACTOR UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS I I I I I I I I I I I I I I I I I I I TFPI5I Page 6 of 10 K-Factor Sprinkler Type Temperature Rating Bulb Liquid Color Sprinkler Finish 8 _____________ ______ Natural I Brass Chrome 'D Plated Polyester PolyStainlessc Lead Coated Wax Coated Wax-Over- Lead Coated 135°F (57°C) Orange _________________ 155°F(68°C) Red Upright (TY3151) 1,2, 3, 5, 6 1,2 1,2, 3, 5 1,2,3,5 1,2,3,5 175°F (79°C) Yellow 200°F (93°C) Figure 2 Green 286°F (141°C) Blue 1b, 2b,31b, 51b ib, 2b, 3b, 51b 360°F(182°C) Mauve N/A 135°F (57°C) Orange 155°F (68°C) Red 5.6 1/2 in. NPT Pendent (TY3251) Figure 2 1, 2, 3, 4, 5, 6, 7 1,2 1,2,3,5 1,2, 3, 5 1, 2,3, 5 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue lb, 21b, 3b, 5b ib, 2b, 31b, 5b 360°F(182°C) Mauve N/A 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY3251)a 1,2,3,4,5 1,2 N/A 175'F (79'C) Yellow 200°F (93°C) Green Figure 5 286°F (141°C) Blue 1,2 NOTES Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by FM Global (FM Approvals). Approved by the Loss-Prevention Certification Board (LPCB Ref. No. 007k/03). Approved by the City of New York under MEA 354-01-E. VdS Approved. (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53.428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05) Where Polyester Coated, Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable 150F (66°C) maximum ceiling temperature C. Frame and deflector only d. Not Applicable (N/A) TABLE B SERIES TY-B 5.6 K-FACTOR UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS H I I I I I I I I I I I I I I I H I I I TFPI5I Page 7 of 10 I I I I I I K-Factor Sprinkler Type Temperature Rating Bulb Liquid Colo r Sprinkler Finish8 Natural Brass I I Chrome Plated I Polyester Lead Coated Wax Coated Wax-Over- Lead Coated 135°F (57°C) Orange Upright (TY4151) and Pendent (TY4251) 155°F (68°C) Red 1,2,3,4,5,6,7 1,2 1,2,5 1,2,3,5 1,2,5 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141'C) Blue lb, 2b, 3b, 5b ib, 2b, 5b 8.0 Figure 3 360°F (182°C) Mauve N/A 3/4 in. NPT 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY4251)a 1, 2, 3, 4, 5 1,2 N/A 175°F (79°C) Yellow 200°F (93°C) Green Figure 6 286°F (141°C) Blue 1,2 135°F (57°C) Orange 8.0 1/2 in. NPT Upright (TY4851) and Pendent (TY4951) 155°F (68°C) Red 1, 2, 3, 4, 5,6 N/A N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Figure 4 360°F (182°C) Mauve NOTES 1. Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by FM Global (FM Approvals). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03). Approved by the City of New York under MEA 354-01-E. VdS Approved. (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05) Where Polyester Coated, Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable 150'F (66CC) maximum ceiling temperature Frame and deflector only Not Applicable (N/A) TABLE C SERIES TV-B 8.0 K-FACTOR UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS 1 I I I I I I I I I TFPI5I Page 8 of 10 Sprinkler Finish K-Factor Type Natural Chrome Polyester' Lead Wax Wax-Over-Lead Brass Plated Coated Coated Coated 2.8 Upright (TY1151) 1/2 in. and 175 psi (12,1 bar) N/A3 NPT Pendent (TY1251) Upright (TY3151) and 5.6 Pendent (TY3251) 250 psi (17,2 bar)2 1/2 in. or NPT 175 psi (12,1 bar) Recessed Pendent (TY3251) Upright (TY4151) and 175 psi (12,1 bar) 8.0 Pendent (TY4251) 3/4 In. NPT Reced2 51 Peçdent 175 psi (12,1 bar) N/A 8.0 Upright (TY4851) 1/2 in. and 175 psi (12,1 bar) NPT Pendent (TY4951) NOTES Frame and deflector only The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL), the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL), and the Approval by the City of New York. Not Applicable (N/A) TABLED SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE torque of 10 to 20 lb-ft (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the escutch- eon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Series TV-B Upright and Pendent Sprinklers Installation The Series TY-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. Install pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench, see Figure 7. For wax-coated sprinklers, use an 8 or 10 in. adjustable wrench. With reference to Figure 1 to 4, apply the W-Type 6 Recessed Sprinkler Wrench or an adjustable wrench, as applicable, to the sprinkler wrench flats. Wax Coated Sprinklers When installing wax-coated sprinklers with an adjustable wrench, take care 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: Open the jaws of the wrench suffi- ciently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprin- kler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the sprin- kler, loosen the wrench jaws before removing the wrench. After Installation After installation, complete the following: Inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating whenever the coat- ing has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1/8 in. diameter steel rod to the damaged areas of wax, to smooth it back over areas where bare metal is exposed. NOTICE Only retouching of the 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 it can begin to melt the wax, and appropriate precautions need to be taken when handling the heated rod in order to prevent the installer from being burned. L TFPI5I Page 9 of 10 Series TY-B Recessed Pendent Sprinklers The Series TY-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. After installing the Style 10 or 40 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench, see Figure 8. With reference to Figure 3 or 4, apply the W-Type 7 Recessed Sprinkler wrench to the sprinkler wrench flats. Step 3. After the ceiling is installed or the finish coat is applied, slide on the Style 10 or 40 Closure over the Series TY-B Recessed Pendent Sprinkler and push the Closure over the Mount- ing Plate until its flange contacts the ceiling. Care and Maintenance The TYCO Series TY-B 2.8, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Absence of an escutcheon, which is used to cover a clearance, may delay the time to sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, strik- ing, wrench twist/slippage, or the like, must be replaced. Replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. See the Instal- lation Section. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion, 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. Automatic sprinkler are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. I I I I I I I Li I I I I I LI I I I POLY-STAINLESS GREY 2 ALUMINUM (RAL9007) POLYESTER - PURE WHITE (RAL9010)2 POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005)3 POLYESTER 6 WAX COATED 286°F (141°C) MAX 7 LEAD COATED 8 WAX-OVER-LEAD 286°F (141°C) MAX 9 CHROME PLATED 155 I 155-F (68-C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) I 360 360-F (182-C) 000 I OPEN TFPI5I Page 10 of 10 PIN 57- XXX — X — XXX I SIN SPRINKLER FINISH 2.8KUPR1GH1(1/2 in. NPT) TY11S1 I '1' i NATURAL BRASS 53( 531 2.8K PENDENT (1/2 in. NPT) TY1251 570 5.6K UPRIGHT (1/2 in. NPT) TY3151 571 5.6K PENDENT (1/2 in. NPT) TY3251 590 8.0K UPRIGHT (3/4 in. NPT) .TY4151 591 8.0K PENDENT (3/4 in. NPT) TY4251 560 8.0K UPRIGHT (1/2 in. NPT) TY4851 561 8.0K PENDENT (1/2 in. NPT) TY4951 TEMPERATURE RATING 135 I 135-F (57-C) NOTES Only available on TY3151, TY3251, TY4151, and TY4251. Eastern Hemisphere sales only. Available in only 8.0K, 155°F (68°C) or 200°F (93°C); requires lead time to manufacture. Available only for 8.0 K-factor TY4151 and 1Y4251 for use in deluge systems ('OPEN" indicates sprinkler assembly without glass bulb, button, and sealing assembly). TABLE SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-B (specify SIN), (specify K-factor), (specify Upright or Pendent) Sprinkler with (specify) temperature rating, (specify) finish or coating, P/N (See Table E) Recessed Escutcheon Specify: Style (10 or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) ° Refer to Technical Data Sheet TFP770 Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 Wax Sticks (for retouching wrench- damaged wax coating) Specify: (specify color, below) Color- coded Wax Sticks for retouching (specify temperature rating) tempera- ture-rated Series TY-B Sprinklers, P/N (specify) Black for 135°F (57°C) ......P/N 56-065-1-135 Red for 155°F (68°C) .......P/N 56-065-1-155 Yellow for 175°F (79°C) .....P/N 56-065-1-175 Blue for 200°F (93°C) and 286°F (141°C) .........P/N 56-065-1- 286 Note: Each wax stick is suitable for retouching up to 25 sprinklers. The wax used f0r2860F (141°C) sprinklers is the same as f0r2000F(930C) sprinklers. Therefore, the 286°F (141°C) sprinkler is limited to the same maximum ceiling temperature as the 200°F(930C) sprinkler which is 150°F (66°C). 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02020 Johnson Controls. All rights reserved. All specifications and other intormation Shown were Current as of document revision date and are subject to change without notice. Johnson NAnONAL FINE PROTETIO5 ASSOCIATION and NFPA amrngisternd trademarks of hntivnel Fire Protection Association; Controls TEFLON IS a registered trademark of DuPont 23/4" diameter plate with 3 3/8" diameter gasket sea! "THE INCH" FOR CLEAN ROOMS STANDARD RESPONSE A U TO MA TI C SPRINKLER MODEL GL5653 ONE INCH ADJUSTABLE FLAT PLATE CONCEALED PENDENT DESCRIPTION AND OPERATION I The Globe GL5653 Adjustable Concealed Pendent Sprinkler has a low profile, aesthetically pleasing design. It offers the additional feature of greatly increased safety to life, and it should be used advisedly under the direction of approving authorities having jurisdiction. The sprinkler is available with I a nominal 1" of adjustment and a low profile cover plate assembly. All that is seen at the ceiling is a 3 3/8" diameter ceiling plate color finished to match the specifier's exact requirements. The GL Series Concealed Sprinkler may be virtually invisible as it does not interrupt the "smooth flow" of the ceiling. I The provided protective cap needs to be removed in order to install the sprinkler with the proper wrench. The protective cap must be replaced on the sprinkler until the time the cover plate is to be installed. The "push on - screw off' designed cover plate is easily installed with a nominal 1" inch of adjustment. I Operation of the sprinkler occurs when heat build up causes the solder holding the cover plate to the support shell to melt allowing the cover plate to fall clear. Continued heat build up causes the glass bulb to burst allowing the deflector to drop down and distribute water in an approved pattern. I FEATURES .Cover Plate with a gasket seal assembly for dust free environment, such as "Clean Rooms" -Nominal 1" of Adjustment I 1 1 I MUNN FIRE SPRINKLER CORPORATION I APPROVALS cULus I TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - I 135°F (57°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 155°F (68°C) Cover Plate I 175°F (79°C) Sprinkler, 155°F (68°C) Cover Plate 200°F (93°C) Sprinkler, 155°F (68°C) Cover Plate Water Working Pressure Rating -175 psi (12 Bars) I . Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze Deflector - brass • Screw - brass STANDARD RESPONSE ADJUSTABLE "CLEAN ROOM" IAIUI'rC C1 AV 01 A70 Lodgement Wire - stainless steel • Bulb seat - copper CONCEALED PENDENT Spring - nickel alloy• Seal - teflon • Drop Pin - stainless steel Bulb - glass with glycerin based solution, 5mm size Cover Plate - brass• Upper Escutcheon Assembly - steel Gasket Seal - Santoprene NOTE: Globe's wrench P/N 332765 must be used to install this sprinkler. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER N.F.P.A. MAXIMUM CEILING CLASSIFICATION BULB COLOR TEMPERATURES TEMPERATURE ORDINARY 1350F/155°F 57°C/68°C ORANGE/RED 100°F 38°C INTERMEDIATE 175°F/200°F 79°C193°C YELLOW/GREEN 150°F 66°C FEB 2017 GFS-150c (Formerly A-69-CR) I I FJ I "THE INCH" FOR CLEAN ROOMS STANDARD RESPONSE A U TOMA TI C SPRINKLER MODEL GL5653 ONE INCH ADJUSTABLE FLAT PLATE CONCEALED PENDENT SPECIFICATIONS NOMINAL THREAD SIZE LENGTH FLAT COVER I GASKET "K" FACTOR I PLATE FINISHES I COLOR Chrome 5.6 (80 metric) 1/2"NPT(15mm) 21/2" (6.4cm) White Painted White Other Finishes NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2FOR PLATES OTHER THAN WHITE, CONTACT GLOBE FOR ORDERING SPECIFICATIONS. APPROVALS STYLE SIN MODEL HAZARD' 135°F (57°C) F1 Cover Plate 155°F_(68°C)_Flat Cover Plate 01-us 135°F (57°C) 155°F (68°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Adjustable Concealed GL5653 LH/OH X X X X X X Pendent 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. OH: ORDINARY HAZARD LH: LIGHT HAZARD CROSS SECTIONS IN, 1" ADJUSTMENT FLAT PLATE CONCEALED PENDENT r FLAT COVER PLATE SIZES WHITE 135°F (57°C) PART# WHITE 155°F (68°C) PART# CHROME 135°F (57°C) PART# CHROME 155°F (68°C) PART# 2 3/4" DIA. 332737 332741 332739 332740 ORDERING INFORMATION SPECIFY Quantity. Model Number ° Style• Orifice Thread Size Temperature ° Finishes desired ° Quantity - Wrenches - P/N 332765 ° Quantity - Protective Caps - PIN 332695 (;L@)13E: FIRE SPRINKLER CORPORATION FEB 2017 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com PRINTED U.S.A. GFS-1 50c (Formerly A-69-CR) ME 4077 u~14_ SPRINKLER SERIES GL-QRIINCH STANDARD COVERAGE, QUICK RESPONSE* THE INCH® FLAT PLATE CONCEALED PENDENT D I I I K-FACTOR 5.6 GENERAL DESCRIPTION The Globe Series GL-QR/INCH sprinklers are Listed Quick Response concealed sprinklers which utilize a 3mm fran- gible glass bulb as the thermosensitive operating element. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13). While providing the optimal aesthetic appeal with the low profile flat cover plate, the GL-QR/lNCH additionally provides the largest vertical adjustment in the industry of a nominal V. This nominal 1" adjustment allows for previously unrecognized installation flexibility resulting in a clean and tight final "fit" to the ceiling. The sprinkler is available in four temperatures and the cover plate is available in two temperatures. Additionally, the cov- er plate is available in three diameters. The GL-QR/INCH sprinklers are shipped with a protective cap which is tern- porararily removed during initial installation and replaced to protect against ceiling installation damage. The protective cap is removed and the flat cover plate is installed when the system is ready for service, See "Installation" steps within this docünent. OPERATION The soldered cover plate drops off the retainer assembly when exposed to heat, as from a fire, that has reached the plate's Listed temperature rating exposing the sprinkler above. Upon the releasing of the cover plate, the deflector, which is connected to two guide pins, drops down below the ceiling into its intended position. As heat encompasses the glass bulb operating element of the sprinkler, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid expansion causes breakage of the glass bulb, resulting in release of the water seat assembly, and discharge of water from the sprinkler. FINISHES AND ACCESSORIES Flat Plate Finishes Chrome • White Painted • Black Painted Other finishes - special order NOTE: Factory painted cover plates must not be repainted. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. 3-5/16" DIAMETER 2-3/4" DIAMETER COVER PLATE COVER PLATE ET) 4-1/2" DIAMETER COVER PLATE SEISMIC IBC/ASCE/SEI CODES TECHNICAL DATA. SIN GL5606 Approvals cULus Listed *FM approved for Standard Response only Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Ratings 135°F (57°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 155°F (68°C) Cover Plate 175°F (79°C) Sprinkler, 155°F (68°C) Cover Plate 200°F (93°C) Sprinkler, 155°F (68°C) Cover Plate Materials of Construction Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy • Seal - teflon Drop Pin -stainless steel Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. PAGE 1 OF 4 1 I I I I I I I I I I I I I Wrench I . P/N 332765 SEP 2019 GFS-1 05 INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads. Step 1. Sprinklers must be properly oriented. Step 2. Remove the Protective Cap. Step 3. With pipe-thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Note: Do not grasp the sprin- kler by the deflector. Step 4. Wrench-tighten the sprinkler only using the concealed wrench PIN 332765. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex. Note: Do not apply wrench to frame arms. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Sup- port Cup. The Protective Cap helps prevent damage to the Deflector and Drop Pins during ceiling installation and/or during application of the finish coating of the ceiling. NOTICE: The system is considered Out of Service when the protective caps are in place. Step 6. After the ceiling has been completed, remove and discard the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged or the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. Thread on the Concealed Plate Assembly. NOTE: As a convenience, either the Hand Held Installation Tool (P/N 332875) or the Extension Installation Tool (P/N 332876) may be used during the above installation proce- dure. Refer to GFS-860 for information on The INCH® installation tools. CARE AND MAINTENANCE Prior to installation, it is important to read and follow "The INCH® Sprinkler Caution" sheet (GFS-855) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Always obtain permission from the proper authorities to shut down the affected fire protection system and notify all personnel who may be affected by this action before closing a fire protection system main control valve for maintenance work on the system that it controls. Sprinklers should only be cleaned by means of gently dusting with a feather dust- er; otherwise, non-operation in the event of a fire or inadver- tent operation may result. When properly installed, there is a nominal 1/8" (3mm) air gap between the Cover Plate and the ceiling (FIGURE 1). This air gap is necessary for proper operation of the sprin- kler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. This annular "gap" must be maintained and should never be sealed or caulked. Factory painted Cover Plates must not be repainted. In accordance with NFPA 25, Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Care must be exercised to avoid damage to the sprinklers— before, during, and after installation. Sprinklers damaged by dropping, striking, wrench slippage, or similar incidents, must be replaced. 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 appli- cable standards of the National Fire Protection Association (e.g. NFPA 25), in addition to the standards of any other authorities having jurisdiction. SEP 2019 GFS-105 PAGE 2 OF 4 I I I I I I I I I I I I I I I 2 1/4" DIA. MIN, 2 114"DIA. MIN. HOLE IN CEILING HOLE IN CEILING -1718" DIA. -1 7/8 DIP. 1"x 1/2" 1"x l/2" REDUCER REDUCER 2314"MAX. 117/8' MIN. SZ2~31'4-.Dh~ DEFLECTOR SUPPORT DEFLECTOR CUP 23/4" j DROP PIN I SHELL DROP PIN CEILIN 1 0EILING r 35116"DIk 1/8"1/8" FLAT COVER PLATE FIGURE 1: GL-QR/INCH INSTALLATION DIMENSIONS -37/8" - 4" DIA. MIN HOLE IN CEILING - 1"xl/2"- \ REDUCER -\--17/8" DIA.- -7L CUP-.__ 7-SUPPORT SHELL DEFLECTOR 23/4" MAX. -S DROP PIN 17/8" MIN. J CEILING 4 1/2' DIA. - CEILING COVER PLATE' FIGURE 2: GL-QR/INCH SEISMIC ESCUTCHEON INSTALLATION DIMENSIONS Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E I I I SEP2019 GFS-1 05 PAGE 3 OF 4 I I -j \ / :1 DEFLECTOR DROP PIN CEILING I 1/4" MAX. 1/4" MIN. FIGURE 3: GL-QRIINCH ACTIVATED POSITION FIGURE 4: HAND HELD INSTALLATION TOOL PIN 332875 FIGURE 5: INSTALLATION TOOL USED WITH EXTENSION P/N 332876 FIGURE 6: PROTECTIVE CAP P/N 332870 TABLE A: COVER PLATE PART NUMBERS FLAT COVER WHITE WHITE CHROME CHROME BLACK BLACK CUSTOM CUSTOM PLATE SIZES 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 2 3/4' DIA. 332726 332731 332724 332729 332726-B 332731-B 332727 332732 35/16' DIA. 332706 332711 332704 332709 332706-B 332711-B 332707 332712 332822 332828 332821 332827 332822-B 332828-B 332823 332829 ORDERING INFORMATION SPECIFY SPRINKLER Quantity. SIN Temperature Rating Finish Part Number GL5606 SPRINKLERS PART NUMBER 135°F (57°C) ....................560613501 155°F (68°C) ....................560615501 175°F (79°C) ....................560617501 200°F (93°C) ....................560620001 COVER PLATES SEE TABLE A WRENCH Quantity. Part Number 332765 INSTALLATION TOOL Quantity. Part Number Handheld ......................332875 Used with Extension ................332876 PROTECTIVE CAP Quantity• Part Number 332870 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). L ft FIGURE 7: CONCEALED WRENCH P/N 332765 4077 Airpark Dr. Standish, MI 48658 989-846-4583 www.globesprinkIer.com Technical Support .989-414-2600 •techservicegIobesprinkIer.com 40 SEP 2019 GFS-105 PAGE 4OF4 I VicFlexTM Style VS1 Dry Sprinkler ttauIic I Models V3505, V35061 V3509, V35101 V35171 V3518 10.91 le 1.0 PRODUCT DESCRIPTION I Style Pendent, Concealed Pendent, Horizontal Sidewall K Factor I • 5.6/8.1 Si. For system design purposes, no equivalent length calculations are required. I Sprinkler Length 38/965 mm, 50/1270 mm, 58/1475 mm Nominal Orifice Size • 1/2713 mm I Maximum Working Pressure 175 psi/1200 kPa I Factory Hydrostatic Test 100% @ 500 psi/3450 kPa I Minimum Operating Pressure 7 psi/48 kPa Connections I . To branch line (inlet) via 1/25 mm NPT or 1 BSPT Minimum Bend Radius: UL: 2/51 mm I • FM 7/178 mm Maximum Number of 900 Bends: I •UL: 4 FM: 2 bends for 38, 3 bends for 50, 4 bends for 58 Hazard Classifications I . Light and Ordinary Hazard NOTE The VS1 is classified as a dry sprinkler and has no equivalent length. I 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 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic company. All rights reserved. 1 X Atat—aUlic victaulic.com 2.0 CERTIFICATION/LISTINGS cos USTED Model Approvals/Listings V3505 V3505 V3506 V3506 V3509 V3509 V3510 V3517 V3518 Orifice Size (inches) ½ ½" ½ 1/2 ½" 1/2 ½ ½ ½ Orifice Size (mm) 13 13 13 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor 5.1. 8.1 8.1 8.1 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Quick Quick Standard Standard Quick Standard Quick' Deflector Type Pendent Recessed Pendent Recessed Hor. SW Rec. Hor. SW Hor. SW, Recessed Hor. Sidewall Conc. Pend. Conc. Pend. w/Clean room gasket Approved Temperature Ratings F"/C" 135/57 135/57 135/57 135/57 135/57 135/57 1 135/57 - 135/57 155/68 155/68 155/68 155/68 155/68 155/68 1 155/68 - 155/68 FM 175/79 175/79 175/79 175/79 175/79 175/79 175/79 - 175/79 200/93 200/93 200/93 200/93 200/93 200/93 200/93 - 200/93 286/141 - - - 286/141 - - - - 135/57 135/57 135/57 135/57 135/57 135/57 135/57 135/57 135/57 155/68 155/68 155/68 155/68 155/68 155/68 155/68 155/68 155/68 UL 175/79 175/79 175/79 175/79 175/79 175/79 175/79 175/79 175/79 200/93 200/93 200/93 200/93 200/93 200/93 200/93 200/93 200/93 286/141 286/141 286/141 286/141 286/141 - 286/141 - - Model V3518 is a Standard Response FM sprinkler. 3.0 MATERIAL SPECIFICATIONS Deflector: Brass Bulb: Glass with glycerin solution Bulb Nominal Diameter: El Quick Response: 3.0 mm o Standard Response: 5.0 mm Split Spacers: Stainless steel Load Screw: Brass Pip Cap: Stainless steel Spring Seal Assembly: FIFE tape coated beryllium nickel and stainless steel Frame: Brass Flexible Hose: Stainless steel Collar/Weld Fitting: Stainless steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Hose Fittings: Carbon steel, zinc-plated Inlet Fitting: Brass Outer Tube: Stainless steel Concealed Cup: Carbon steel, zinc-plated Brackets: Carbon steel, zinc-plated 3.1 ACCESSORIES SPECIFICATIONS Sprinkler Finishes: El Standard: VC-250 0 White painted RAL 9010 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic company. All rights reserved. victauIiccom 2 'J(tauiic I I I I I I I I I I I I I I I I I I I victaulic.com 4.0 DIMENSIONS Product Details and Optional Components Style VS1 Dry Sprinkler Overall Outlet Length Live End Maximum Sprinkler (pendent) Length Length OD Length L B C D inches inches inches inches inches mm mm mm mm mm 38 39.2 25.1 6.5 2.2 965 995 638 165 56 50 51.2 37.1 6.5 2.2 1270 1300 943 165 56 58 59.2 45.1 6.5 2.2 1475 1505 1145 165 56 NOTE Add ½" to Overall Length and Outlet End Length for increased length of sidewall deflector Style VB1 Bracket ? 7/ 0 C 25.4 mr 1.0"! ______________ 2.2"! 4.6 mm" 4x0.2'I _ 5.1 mm "Note: Theoretical center point of sprinkler in bracket. 25! 1mm ,a.II!,II 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 3 -~. As t: _au I ii C r victaulic.com 4.0 DIMENSIONS (CONTINUED) Style VB2 Bracket Recessed Pendent, Suspended Ceilings Item Description 1 24/610mm or4871220rnrn Square Bar 2 Patented 1-Bee Center Bracket 3 End Bracket Style V133 Bracket Concealed Pendent, Suspended Ceilings Item Description 1 247610 mm or48/1220mm Square Bar 2 Patented 1-Bee Center Bracket 3 End Bracket Style VB4 Bracket Sleeve and Skirt Pendent, Suspended Ceilings Item Description 1 24/610mm or 4871220 mm Square Bar 2 Center Bracket 3 - End Bracket 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 \J(tauIic 1/25 1 IK/44 mm Max. 2316/75 mm 4.1 DIMENSIONS Sprinkler Finishes: Dimensions and Mounting Conditions NOTE Drawings are shown with 5/s" finished ceiling thickness. Adjustments to B and C dimensions will be required if finished ceiling thickness deviate from drawing. Recessed Pendent: Clearance Chart inches Dimension mm R Minimum Bend Radius 2 7 50 175 A Minimum Required Installation Space 71/a 121/8 193 320 B Screw Hole Location 443/4Mounting 119 Ceiling Hole Diameter D 2-23/8 NOTE Dimensions are shown with 3/4 escutcheon at middle of height adjustment range. 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 Jtaulic M 1/251 11/4 /44 mm wax. 2/l6775 mm victaulic.com 4.2 DIMENSIONS Recessed Pendent Alternative Bracket Location Clearance chart inches Dimension mm R Minimum Bend Radius 2 7 50 175 "A" Minimum Required Installation Space 7/8 125/8 193 320 "B" Mounting Screw Hole Location 50 Ceiling Hole Diameter D 2-21/8 5060 NOTE Dimensions are shown with 34" escutcheon at middle of height adjustment range. 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 6 '.4tauIIc" Ceiling cover plate as total adjustment. Sho mid-range of adjustment. 31/4783 mm -".,Y , - victaulic.com 4.3 DIMENSIONS Sleeve and Skirt Pendent 37/V782 mm Clearance Chart inches Dimension mm "R" Minimum Bend Radius 5 0 175 "A" Minimum Required Installation Space 61/2 111/2 163 290 "B" Mounting Screw Hole Location 79 Ceiling Hole Diameter "D" 1 21/8 44-54 4.4 DIMENSIONS Concealed Pendent Clearance Chart inches Dimension mm R Minimum Bend Radius 2 7 50 175 A Minimum Required Installation Space 9½ 141/2 241 369 8" Mounting Screw Hole Location 61/4 157 Ceiling Hole Diameter D 25/s-2 3/425/s-23/4 67-70 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 \J(tauIic mm Ceiling cover plates total adjustment.Ck mid-range of adjustment. rn 3W/83mm victaulic.com 4.5 DIMENSIONS Concealed Pendent Alternative Bracket Location Clearance Chart inches Dimension - mm °R Minimum Bend Radius - 50 175 A" Minimum Required Installation Space 91/8 1 41/8 °B Mounting Screw Hole Location 8 Ceiling Hole Diameter "D 21/s 12~ 4.6 DIMENSIONS Sleeve and Skirt Sidewall [ 1/25mmfl flLR 3Y8/79 mm Mm. mm Max. 335z/82 mm 69 mm 2.70/ siding t~'/44 mm Mm. Dia. J~ Exterior wall 2½'/64 mm Max. Dia. Hole in wall /8/16 mm (Siding thickness) Clearance Chart inches Dimension mm "R" Minimum Bend Radius 50 175 "A" Minimum Required Installation Space 163 290 flBU Mounting Screw Hole Location 31/8 79 Ceiling Hole Diameter "D 44-54 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victauliC.Com 8 \,JtauIiC victaulic.com 4.7 DIMENSIONS Recessed Sidewall 21.4x/59 mm Mm mm Max. . 1725 n r rn2.707 , Q 69mm mm 2/51 mm Mm. Dia. ] Exterior wall 21/8 /60 mm Max. Dia. 14-. siding Hole mnwall 5/8716mm (Siding thickness) Clearance Chart inches Dimension mm "R" Minimum Bend Radius 50 175 "A" Minimum Required Installation Space 8 13 203 33 0 B Mounting Screw Hole Location 434 119 Ceiling Hole Diameter "D" 26 4.8 DIMENSIONS Recessed Sidewall Alternative Bracket Location 1,ix'740 mm Mm. 1/25 mm [T 8 25A'759 mm Max. 4 A 2'tt/59 mm 2.70/ 2/51 mm Min. Die. 69mm 2W/60 mm Max. Die si wal dinlor or wall Hole in wall W/16 mm (Siding thickness) Clearance Chart inches Dimension mm R Minimum Bend Radius 2 7 50 175 "A" Minimum Required Installation Space 8 13 203 330 "B" Mounting Screw Hole Location 5 Ceiling Hole Diameter "D" 51-60 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 9 I I I I I I I I I I I I I I I I I I 1 F Bracket Assembly Style VB2 I I I I ii 1/016 mm ff I I Typical I I I ceiling tile Finished ceiling face Ceiling escutcheon with W/19 mm total adjustment Shown at maximum recess -247610mmor4871219mm -----------t on Center Recessed Pendent A See Chart 1.7743 mm \_ See note Typical ceiling grid mm victaulic.com 4.9 DIMENSIONS VB2 Recessed Pendent Clearance Chart inches Dimension mm R Minimum Bend Radius 2 7 50 175 "N 'Minimum Required Installation Space 61/2 11½ 163 290 NOTE Victaulic VicFlex Style VB2 Bracket assemblies shall be used only with Style VS1 recessed pendent sprinklers. 4.10 DIMENSIONS VB3 Concealed Pendent A See Chart 91 1.7/43 mm \- See note Typical ceiling grid mm Clearance Chart inches Dimension mm R Minimum Bend Radius 2 7 50 175 A' Minimum Required Installation Space 75/s 125/8 193 320 NOTE Victaulic VscFlex Style VB3 Bracket assemblies shall be used only with Style VS1 concealed pendent sprinklers. 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 \,Ltaulic r 4.11 DIMENSIONS V134 Sleeve and Skirt Pendent Bracket Assembly Min. 134/44 mm Style VB4 Max. 2½'/64 mm ( R See t[ Hole inceiling I 3/76 mm 17743 mm k \ Typical ceiling grid -, See note ...i Skirt Sleeve Typical I\- Finished Ceiling Face ceilinJ 82 mm 24/610 mm or 48/1219 mm on Center Sleeve and Skirt Pendent Clearance Chart Bend Radius inches inches mm mm "R" Minimum Bend Radius 2 7 51 178 "A" Minimum Required Installation Space 5 10 127 254 NOTE Victaulic VicFlex Style VB2 Bracket assemblies shall be used Only with Style VSI recessed pendent sprinklers. 1 1 I I I I I I I 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. I victaulic.com 11 ___________ I I I I I I I I I 5.0 PERFORMANCE Freeze Protection Ambient Temperature Exposed Minimum Barrel Length "V Exposed to Discharge inches End of Sprinkler mm "F 40°F/4°C 50"F/10°C 60"F/1 6"C 40 0 0 0 4 0 0 0 30 0 0 0 -1 0 0 0 20 4 0 0 100 0 0 10 8 1 0 -12 200 25 0 0 12 3 0 -18 300 75 0 -10 14 4 1 -23 - 350 100 25 -20 14 6 3 -29 350 150 75 -30 16 8 4 -34 400 200 100 -40 18 8 4 -40 -- 450 .--... 200 100 -50 20 10 6 -46 -. 500 250 150 -60 20 10 6 -51 1 500 250 150 NOTE Exposed minimum barrel lengths are inclusive up to 30-mph/48-kph wind velocities. Maximum Allowable Number of Bends Sprinkler Length Maximum Allowable Number of 900 Bends at Maximum Allowable Number of 900 Bends at inches 2751mm Bend Radius for UL Listing 7/178mm Bend Radius for FM Approval mm 38 4 2 965 50 4 3 1270 58 1475 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 12 '\/tauIic Li 10.91 9374 Rev L Updated 11/2020 02020 Victaulic company. All rights reserved. I victaulic.com 13 I 6.0 NOTIFICATIONS I WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equiva- lent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical dam- age, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. A WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. It is the responsibility of the owner of a building or their authorized agent to provide the sprinkler system installer with any knowledge that the water supply might be contaminated with or conducive to the development of microbiologically influenced corrosion (MIC), including as required by NFPA 13. Failure to identify adverse water quality issues may affect the VicFlex product and void the manufacturer's warranty. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or DroDertv damage. DO NOT paint, coat, or firestop the outlet/inlet portion of the Style VS1 Dry Sprinkler. Braided hose and fitting portions of the Style VS1 Dry Sprinkler may be painted or coated, provided that the paint or coating is compatible with stainless steel material. This includes penetration through firestop-filled annular space of a firewall. The firestop material in direct contact with the flexible braided hose will not impede functionality of the Style VS1 Dry Sprinkler, provided that the components are installed in accordance with Victaulic's installation instructions. I 1 I Li I U r- I 1 1 I [Ti I I victaulic.com 6.0 NOTIFICATIONS (CONTINUED) Important Installation Notes: Shall be installed only in accordance with NFPA 13 Standard for the the Installation of Sprinkler Systems and applicable FM Data Sheets. Install and tighten swivel hex nut at inlet of sprinkler fitting only. Do not remove deflector or inlet end of sprinkler. e Continuous Do—ward Slope Inlet Heated Space Unheated Space Outlet ACCEPTABLE ACCEPTABLE UNACCEPTABLE OtIet 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 14 '\14'taUIiC I I 6.0 NOTIFICATIONS (CONTINUED) FOR DRY SYSTEMS ONLY: The Style V11 Dry Sprinkler's inlet shall be installed only into the outlet of a fitting (excluding elbows) or welded I outlet that meets the dimensional requirements of ANSI B16.3 and ANSI B16.4, Class 125 and Class 150. Use a sample fitting to confirm proper engagement and to verify that there is no interference between the sprinkler and the fitting. I Style VS1 Dry Sprinklers in an unheated space shall be installed with a continuous downward slope along its entire length from the branch line fitting to the sprinkler. No localized low points shall be present along the length of the Style VS1 Dry Sprinkler. I Style VS1 Dry Sprinklers in an unheated space are not permitted to be installed into the top of the branch line piping. Style VS1 Dry Sprinklers shall be installed into the side or from the bottom of the branch line piping. In a heated space, if a portion of the Style VS1 Dry Sprinkler is installed from the top of a branch line and then extends into an unheated space, it shall be installed with a continuous downward slope along the entire length I from the inside wall to the outlet of the sprinkler. No localized low points shall be present along the length of the sprinkler in the unheated space. Refer to the drawing below. Slope Inlet Outlet FOR WET SYSTEMS ONLY: DO NOT install Victaulic® VicFlexTM Style VS1 Dry Sprinklers into any threaded elbow, threaded-by-thread coupling, or fitting that interferes with thread penetration. The inlet of the Victaulic® VicFlexTM Style VS1 Dry Sprinkler SHALL NOT bottom out in the fitting. Use a sample fitting to confirm proper engagement. To ensure unobstructed flow during operation, the Victaulic® VicFlexTM Style VS1 Dry Sprinkler shall be installed into a fitting that will prevent water and debris from accumulating at the dry sprinkler's inlet. Verify that the exposed minimum barrel length in the heated space is measured and maintained in accordance with the table on page 1. In a heated space, if a portion of the Style VS1 Dry Sprinkler extends into an unheated space, it shall be installed with a continuous downward slope along the entire length from the inside wall to the outlet end of the dry sprinkler. No localized low points shall be present along the length of the sprinkler in the unheated space. Refer to the drawing above. 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 15 \ 4taUlicr victaulic.com 7.0 REFERENCE MATERIALS ONE BEND TWO BENDS Minimum - bend radius 9O 2X Minimum bend radian rimum radius OR Minim bend ri nimurn d radius Minimum bend radius Minimum bend radius NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torsional stress on the sprinkler. 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 16 x Aia-ta-ulicr - - - - - - - - _ - _ _ _ - - Bill To: Ship To: Company Name Address State/Province Zip Code/Postal Code Phone No. Email Fax No. Order No. Date Company Name Address State/Province J Zip Code/Postal Code Tag C C., 0 Quantity (as specified below): If units of different size, type or other option are required, please attach additional form(s) with their specification (s) separately. VicFIexTM Dry Sprinkler Model VS1 FF-i "3F i L" Class Thread Deflector Style Temperature Response K Factor Finish Recessed Escutcheon Material Size Escutcheon Style t Code Inches A 3F= 3= 1NPT B=Pendent A= 135°F/57°C Q=Quick 4=K5.6 4=White W=White 380=38 12Recessed V35 8 = 25 mm C = Horizontal C = 155°F/68°C S = Std. N = VC-250 * Stainless Steel 500 = 50 13 = Sleeve and BSP Sidewall E= 175°F/79°C X=Stainless Steel 580=58 Skirt P - Concealed F = 200°F/93°C 0 = Concealed 15 = Concealed J = 286°F/141°C * VC-250 sprinkler finish sold standard on the VicFlex Dry Sprinkler Model VS1. victaulic.com 7.0 REFERENCE MATERIALS (CONTINUED) 2901: Victaulic Terms and Conditions of Sale I-VICFLEX.VS1: Victaulic® VicFIexTM Style VSI Dry Sprinkler Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement Contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in POE format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.91 9374 Rev L Updated 11/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com JtauIic PIPE I FM Approved and Fully Listed Sprinkler Pipe SCHEDULE 1O SPECIFICATIONS Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES - . In. mm in. mm In. mm lbs/ft. rkg/m CRR Lift Approvals and Specifications Both products meet or exceed 11/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 the following standards: 1½ 1.900 48.3 1.682 42.7 .109 2.77 2.09 3.11 5.8 61 . ASTM A135, Type E, Grade A (Schedule 10) 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 ASTM A795, Type E, Grade A (Schedule 40) 2½ 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 NFPA13 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 Manufacturing Protocols -. Schedule 10 and Schedule 40 are subjected 4 4.500 114.3 4.260 108.2 II .120 3.05 5.62 8.37 1.6 19 to the toughest possible testing protocols to ensure the highest quality and long-lasting 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 - 11.58 1.5 13 performance. 6 6.625 168.3 6.357 161.5 .134 3.40 . 9.30 13.85 1.0 10 8 8.625 219.1 8.249 209.5 .188 4.78 16.96 25.26 2.1 7 Finishes and Coatings All Wheatland black steel fire sprinkler pipe * 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. up to 6" receives a proprietary mill coating to Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer I coatings. This coating allows the pipe to be 'SCHEDULE 40 SPECIFICATIONS easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMINAL NOMINAL black, or with hot-dip galvanizing, to meet NPS NOM OD NOM ID WALL WEIGHT UL PIECES in. mm I in. mm in. mm lbs./ft. kg/rn CRR Lift FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is 1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 also UL Listed. Product Marking ., 11/4 1.660 42.2 1.380 35.1 .140 3.56 2.27 11/2 1.900 48.3 1.610 40.9 .145 3.68 2.72 3.39 1.00 4.05 1.00 51 44 Each length of Wheatland fire sprinkler pipe is continuously stenciled to show - 2 2.375 60.3 2.067 52.5 .154 3.91 3.66 .. . . I 5.45 1.00 30 • the manufacturer, type of pipe, grade, size calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. and length. Barcoding is acceptable as a The CRR Is ratio value used to measure the ability of a pipe to withstand corrosion. supplementary identification method. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). I @ C& APPROVED PROJECT: CONTRACTOR: DATE: I ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: I n BLACK fl HOT-DIP GALVANIZED J;/-'Wheat1andTube JMC STEEL GROUP FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. ,,Schedule IV Pipe' I IL II ni'7[ 1 1 1.315 1.097 1.41 lbs/ft 91 11/4 1.660 1.442 1.81 lbs/ft 61 11/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 21/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 /Schedule 40 Pipe •ISize JiDi 1.049 1.68 lbs/ft 70 1.380 2.27 lbs/ft 51 1.610 2.72 lbs/ft 44 2.067 3.66 lbs/ft 30 2.468 5.80 lbs/ft 30 3.068 7.58 lbs/ft 19 4.026 10.80 lbs/ft 19 I 1.315 1 1/4 1.660 1 1/2 1.900 2 2.375 21/2 2.875 3 3.500 4 4.500 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, BULL. MOOSE TUBE C011VIRANY Chesterfield, MU 6301I (800) 325-4467 FAX: (636) 537-2645 contact your salesperson today at (800) 325-4467 or (636) 537-2600 in the USA, LISTED ______ ACCR? company www.bullmoosetube.com e-mail: sa1esbu1Imoosembe.com or from Canada call (800) 882-4666 <i > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 I I i J iii a'iiig rf] TV WJ IJJ SCHEDULE 10 High Strength Steel Fire Sprinkler Pipe I Schedule 10 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler systems with unthreaded ends intended to be joined by welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VlZM), when installed in accordance with the fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-ended and welded lengths for wet systems. Schedule 10 pipe products are coated with a durable, paintable environmentally approved acrylic or water based coating Specification ASTM A795, Grade A, Type NPS NOMINAL WALL WEIGHT WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (lb/fl) H20 LENGTHS (/1) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO (CRR) (lb/ft) BUNDLE UL FM SCH.1O 1 SCH.40 3 3.260 .120 4.33 7.95 24 21 300300 3.00 1.0 4 4260 120 561 1179 19 21 300 300 190 10 U 6 6.357 134 929 2304 10 21 300 300 121 10 8 8.249 .188 16.94 40.10 7 21 300 300 1.81 1.0 Notes: 1. - Other lengths are available upon request. SCHEDULE 40 High Strength Steel Fire Sprinkler Pipe Schedule 40 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler systems with unthreaded ends intended to be joined by welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VlZM), when installed in accordance with the fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-ended and welded lengths for wet systems. Schedule 40 pipe products are coated with a durable, paintable, environmentally approved acrylic or water-based coating. Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL WEIGHT WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (lb/fl) 1120 LENGTHS (ft) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO (CRR) (lb,ft) BUNDLE UL FM Reference Value U I I I I I I I I I I U 3 3.068 .216 7.58 10.78 24 4 4.026 I .237 10.79 16.31 19 6 6.065 .280 18.97 31.50 10 82 7.981 .322 28.55 50.24 7 U Notes: 1. - Other lengths are available upon request. 2. - 8 inch SCH 30 (.277 inches) pipe can be supplied from 8" Sch 40. 21 300 300 1 1.0 21 300 300 1.0 21 300 300 1.0 21 300 300 1.0 I C(S)US LISTED TEX-TUBE FIRE PROTECTION PIPE <9> APPlU1Ulfl FITTINGS I Mechanical-I® STYLES 920 AND 920N I STYLES 920 AND 920N STYLE 920 CROSS PATENTED Victaulic MechanicaIT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/345OkPa working pressure on Schedule I 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HOPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. I Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to I create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. I I P MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. - *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved www.victaulic.com 4ictaulid vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVM 11.021 DIMENSIONS FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2150 x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Dimensions .1(•II. Weig ht Each ___ 1 JL _________ -- ½ Ia) a 500 920N 150 200 2.53 I - 1 61 5.35 2.75 3.1 50 15 3450 381 51 64 41 136 70 - 1.5 14(a) a 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 I 3450 38.1 50 64 - 41 136 70 1.5 1(a) a 920N 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 25 3450 38.1 47 64 - 41 136 70 - 1.4 1¼ (a) to 920N4 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 1 136 76 1.7 1 1.5 1½ (a) to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1 1.5 21/2 x ½ (a) §a920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 - 46 143 70 - 14 3/4 (a) §u 920N 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 - 46 143 70 1.4 - 1(a) §m920N 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 - 46 143 70 1.4 - 1¼ t (a) a 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1½ t (a) a 920N 500 2.00 2.28 300 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 I 76 83 46 159 83 1.7 1.6 761 x 11 (a( 920N 300 1.50 2.22 2.75 - 2.25 6.46 3.18 3.9 15 2065 38.1 sol 70 57 164 81 1.8 - 3/4 (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 57 164 81 1.8 - 1(a) 920N 300 1.50 2.07 I 2.75 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 57 164 81 1.7 11/4 (a) a 920N 500 1.75 2.30 3.00 331 1.92 6.29 3.00 3.5 3.2 32' 3450 44.5 58 76 84 49 160 76 1.6 1.5 11/2 (a) a 920N 500 2.00 ' 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 j 3450 50.8 58 76 84 49 160 83 1.6 1.5 X ½ (a) a 920N 500 1.50 2.52 ' 3.05 2.28 6.15 2.75 3.4 80 15 3450 38.1 64 78 - 58 156 70 - 1.6 Y4 (a) D 920N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 I 20 3450 38.1 63 78 - 58 156 70 1.6 - 1 (a( 920N 500 1.50 2.38 t 3.06 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 - 58 156 70 - 16 11/4 (a( to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1½ (a) to 920N 500 2.00 278 3.50 3.56 2.28 6.15 325 4.1 3.8 40(b) 3450 50.8 71 ' 89 90 58 156 83 1.9 1.8 2 (a) a 920N 500 250 2.75 3.50 3.56 2.28 6.75 388 4.9 I 4.6 50 3450 63.5 70 89 90 58 172 1 99 2.3 I 2.1 31/2 2 500 2.50 3.00 3.75 2.44 6.72 1 3.88 3.8 90 50 3450 63.5 76 - 95 62 171 99 - I 1,8 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services -PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com JtauIic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02012 vlcTAuuc COMPANY. ALL RIGHTS RESERVED. 11.022 REVM I DIMENSIONS ___ rr_ Z -11 I _ GROOVED OUTLET I - Y z FF- _ I __ I t FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-I cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15mm through 8 x 4/200 x 100 mm I I I I I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Size Style N M Work !Pre s - s ure@1 " imensio ]'T Im WO MW am am Q10 MIL 3!1 TABLE CONTINUED FROM PAGE 2 4 1/2 (2) a x 500 1.50 3.03 3.56 2.69 7.01 2,75 3.7 100 15 920N 3450 38.1 77 90 68 178 70 1.8 - 34(a) a 500 920N 1.50 3.00 3.56 2.69 7.01 2.75 3.7 I 3450 3 76 90 68 178 70 1.8 1(a) a 2 N 500 9 0 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 - 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 1 V(a) to 920N 500 32(b) 3450 44.5 78 96 102 68 178 76 1.9 1.8 11/2 (a) la 920N . 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 83 102 102 68 178 83 2.0 1.9 2 (a) to 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 2½ (a) t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 761 mm 920 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 3450 69.9 73 - 102 68 186 118 - 2.9 3(a) t 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 2.9 1 ¼ (a)a 108.0 X 920N 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 - 67 194 78 2.3 - 11/2 (a)a 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 50.8 83 102 - 67 194 83 2,3 - 2 (a) 920N 500 2.50 3.25 4.00 2.63 7.64 4,00 4.0 50 3450 63.5 83 102 67 194 102 1.9 - 76.1 mm 92 0 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 67 194 109 3.6 3.5 3 (a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 889 84 114 114 67 194 124 3.1 3.0 5 X 1 1/2 (a) t 920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2(a) t 500 250 400 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50 920 3450 63.5 102 121 121 80 246 111 37 3.6 21/2 (a) t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 1 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 - 121 80 246 118 - 3.6 3 (a) t 920 500 3.50 3,81 5.00 4.63 3,16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 2 133.0 x 920N 500 2.50 3.75 4.50 3.17 8 203 .00 3.88 8.0 50 3450 63.5 95 114 - 81 99 3.6 - 500 3.50 3.81 5.00 3.00 9.46 i 5.31 8.0 80 920 i 3450 88.9 97 127 - 76 240 135 3.6 TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another t Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I I I www.victaulic.com viciuic is A REGISTERED TRADEMARK OF ViCTAULiC COMPANY. © 2012 vicTAuLic COMPANY. ALL RIGHTS RESERVED. REVM JtauIicr 11.02_3 I I I I I DIMENSIONS Y -J=~ r-r- z 7-11 GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies CARBON STEEL PIPE HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Style Size No. Max.Work Pressure@~ Dimensions E CONTINUED FROM PAGE 3 1397 X 1½ t 920N I 500 2.00 378 450 - 3.30 8.23 I 325 7.0 - 40 3450 50.8 96 114 84 I 209 1 83 3.2 I 2t * 500 - 2.50 3.75 4.50 3.30 I 8.23 1 3.88 9.0 50 3450 63.5 95 114 - 84 209 1 99 4.1 6 1¼ (a) 920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 ' 4.8 150 32(b) 3450 445 112 130 130 96 232 83 2.3 2.2 11/2 (a) to920¼ 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 . 5.1 40(b) 3450 50.8 112 1, 130 130 96 232 83 2.4 2.3 2(a) to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 I •232 99 2.7 2.5 21/2 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 761 mm a 920 500 2.75 4.15 - 5.21 3.69 10.51 4.63 - 8.4 3450 69.9 105 132 94 267 118 3.8 3(a) t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 8 4(a) to 920 500 4.50 3,81 5.75 5.38 3.69 10.51 6.25 10,1 10.1 100 3450 114.3 97 146 137 L 94 267 159 4.6 4.6 1590 x 11/2 (a) 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 112 12 i 22 239 EL 2(a) 920¼ 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 635 111 130 - 92 239 - 99 36 . 761 mm 920 500 2.75 4.38 5.50 -. 5.13 3.63 9.40 - - 4.63 9.5 9.5 - 3450 699 111 140 130 92 239 118 4.3 i 4.3 920 I 500 3.50 4.31 5.50 I 5.13 3.63 ' 9.40 5.31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 1080mm 920 500 4.50 4.45 - I 5.38 1 3.63 1 9.40 6.12 - 10.0 _ 4.3 92239155 4.5 920 500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 100 3450 114.3 96.80 - 146 - 92 , 239 159 8.2 TABLE CONTINUED ON PG. 5 Pressure rated up to 500 psi/3450 kPa Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet. Specify choice on order. with HDPE pipe t Center of run to end of fitting. Sizes from 2 x 1/2750 x 15 mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 x 4/200 x 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 vicTAuLic COMPANY. ALL RIGHTS RESERVED. ,CtUIiC 11.02_4 REVM 11 I I I I. DIMENSIONS ___ Z 7-11 I _ 4 It GROOVED OUTLET Provides a direct branch connection at 80 3450 889 135 165 165 122 316 135 5J any location where a hole can be cut 4(a)t 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 in the pipe 3450 114.3 122 171 162 122 316 159 - 6.9 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). A pressure responsive gasket provides 1' Available with grooved or female threaded outlet. Specify choice on order. the seal * Center of run to end of fitting. Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings.' Pressure rated up to 500 psi/3450 kPa (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on Order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. with HDPE pipe § Vds approved for fire protection services o LPCB approved for fire protection services Sizes from 2 x ½750 x 15mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 4/200 x 100 mm FEMALE THREADED OUTLET Style Approx. Each ]i•'T 1 Weight am - CONTINUED FROM PAGE 4 1651 X 1 920N 500 1,50 388 456 379 9.34 2.75 80 25 3450 38.1 99 116 - 96 237 70 3.6 - 1 ,4 a 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 - 96 237 83 3.8 - 11/2 to 920N 500 2.00 4.41 5,13 5,13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2(a) t 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a) 'l 0 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 4 (a) to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2(a) t 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 2½ (a) t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 761 mm 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 - 159 122 316 116 - 5.3 3(a) to ,.,,, 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 5.3 12.5 5.7 I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N I I IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. [1 I I I I www.victaulic.com vIcTAuLIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. REVM \4taUlic 11.02,.5 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA @ 1rL Exaggerated for clarity Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical.T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. Cv and Ky Values Values for flow of water at +60°F/+160C are shown in the table below. Formulas for C,K. Values: = Q2 Where: LW = Q2 Where: C', Q = Flow (GPM) K2 Q = Flow (m3/h) LW = Pressure Drop (psi) Q = C x C =Flow Coefficient Q = K2 x LW = Pressure Drop (bar) K = Flow Coefficient Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe OUTLET SIZE S Values ½ 0.840 15 21.3 9.4 1.050 16 20 26.7 - - 13.7 1 1.315 21 25 337 1.8 11,4 1.660 50 48 32 42.7 2 6 42.9 41.1 1½ I 1.900 - 11 — 53 53 40 98.3 45.4 — 45.4 2 2.375 112 104 50 60.3 9 101/2 96 89.1 21/2 2.875 119 150 65 73.0 20 12/2 102 1 128.5 3.000 161 76.1 MM 16 - - 76.1 138.1 3 t 3.500 249 237 80 88,9 14 151/2 213.4 203.1 4 4.500 421 401 100 1143 20 22 360.8 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF vICTAuLIc COMPANY. © 2012 VICTAULIc COMPANY. ALL RIGHTS RESERVED. XOAC--ta _U, ii d 11.02_6 REV_M CARBON STEEL PIPE- HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Outlet Size Approval Agency fl MV Al 21/2-6 2.875 -6.625 All 10,40 400 400 400 290 232 362 65 150 73.0- 168.3 2755 2755 2755 1999 1599 2496 21/2 -4 2.875 - 4.500 All OF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2 -4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 34 3040 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 - - 145 200 219.1 ' 2755 - 1000 - 8 8.625 34 10 300 - 250 - 145 - 200 219.1 2065 1724 1000 8 8.625 4 40 300 300 - 145 - 200 219.1 ' - 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. I VIC-TAP II HOLE CUTTING TOOL FOR - 4 - 8100 - 200 MM CARBON STEEL PIPE The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-I and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-I unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6/150mm and 87200 mm diameter pipe. The Style 931 comes with a 2½'/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com ictaulie VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. e 2012 vlcTAuuc COMPANY. ALL RIGHTS RESERVED. REVM 11.027 STYLES 920 AND 920N I INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 1480 REV UPDATED 03/2012 vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02L ,Ltauiic FireLock® Outlet-I STYLE 922 I I I I I The Style 922 outlet-T provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 11/4 through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: - • Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) I Li I I I I JOB/OWNER System No. Location CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved Para I www.victaulic.com VICTAIJLIC 11 REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 vlclAuuc COMPANY. ALL RIGHTS RESERVED. REV_G \4tauhcr 10.521 I I I I I LI Nominal Size i in chesmm WIP Dimensions - inches/millimeters I 1 /4 1h 11/16 1.30 1.83 1.10 3.87 1 2.56 1.0 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 '/4 1 1.28 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 1 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 L 65.0 0.54 11/2 1/2 1 3A6 1.42 1.95 1.22 4.08 I 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 '/4 1/6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 13/16 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41,7 58.4 31.0 103.6 650 0.59 2 ½ 1 1.66 2.19 1.46 4.60 2.56 1.3 x 50 15 30.2 42.2 55.6 37.1 116.8 650 0.59 Y4 1 3/16 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 1 13Ao 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 47.8 64.5 37.1 116.8 65.0 0.68 21/2 ½ 13A6 1.91 2.44 1.71 5.40 2.56 1.6 x 65 15 30.2 48.5 62.0 1 43.4 137.2 65.0 0.73 3/4 13A6 1.89 2.44 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 1 1 2.13 2.79 1.71 5.40 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 ½ 1 3/16 1.91 2.44 1.71 5.50 2.56 1.6 761 mm X 15 30.2 48.5 62.0 43.4 139.7 65.0 0.73 3/4 13/16 1.89 1244 1.71 5.50 2.56 1.6 20 30.2 48.0 62.0 43.4 139.7 65.0 0.73 1 13A6 2.13 2.79 1.71 5.50 2.56 1.7 25 30.2 54.1 70.9 . 43.4 139.7 65.0 0.80 DIMENSIONS I U I I IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-T STYLE 922 10.52 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NFl threads (dimensions are approximate). I I I www.victauIic.com \4tUIIc VICTAULIC IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52_2 REV_G I I Run Size liith17mm n Outlet Size Equivalent Length of inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)*, FT Ft/iiiters — I;. I PERFORMANCE I I 1 I I I I I I I I I I I I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVG \,htauIac 1O.52_3 I I IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-T STYLE 922 10.52 * Hazen-Williams coetficient of friction is 120 LI STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 VICTALJLIC IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. e 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 JtaUIic FireLock® Fittings I FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock EZ® Style 009H couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date___________________________________ www.victaulic.com \j4taUIiC vICTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_J 10.03_1 k-C to E1 NO. 001 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings DIMENSIONS to E Cj T to 1b NO. 003 NO. 002 NO. 006 ' 8 i 't WE * Elbow 1 Y4 32 1.660 42.4 - - - - - 0.8 0.3 21 0.1 1 ½ 40 1.900 48.3 - - - - - - - - - - - - 0.82 0.4 21 0.2 2 50 2.375 60.3 2.75 70 1.7 0.8 1 2.00 51 1.8 0.8 2.75 70 2.4 1.1 0.88 0.6 22 0.3 21/2 65 2.875 73.0 3.00 76 3.1 1,4 2.25 1 2.2 57 -1.0 3.00 76 3.6 1.6 0.88 1.0 22 0.5 761 mm 3.000 76.1 3.00 76 3.30 1.5 2.25 2.4 57 1.1 - - - - 3 80 3.500 88.9 3.38 86 4.0 1.8 2.50 3.1 64 1.4 3.38 86 2.4 5.3 0.88 22 1.2 0.5 108 mm 4.250 108.0 4.00 102 5.7 2.6 3.00 5.1 76 2.3 4.00 102 7.5 3.4 - - 4 100 4.500 114.3 4.00 102 6.7 3.0 3.00 5.6 76 2.5 - - 4.00 102 8.7 1.00 2.4 3.9 25 1.1 5.563 141.3 4.88 124 12.6 3.25 8.3 4.88 5.7 83 3.8 124 5 125 15,7 1.00 i 4.1 7.1 25 1.9 159mm 6.250 158.8 5.50 12.6 3.50 9.2 140 5.7 89 4.2 5.50 140 17.9 8.0 - - 6 150 6.625 168.3 5.50 140 18.3 8.3 3.50 11.7 89 5.3 5.50 140 22.7 10.3 1.00 5.9 25 2.7 8 200 8.625 219.1 6.81 173 25.5 11.6 4.25 20.4 108 9.3 6.94 176 38.7 17.6 1.13 12.7 29 5.8 www.victauIic.com '_,4tauiic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.032 REVJ t The flow data listed is based upon the pressure drop of Schedule 40 pipe. I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 I FireLock® Fittings I. FLOW DATA I I I I I I I I I I I I I I I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. C> 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_i 4tiUiicr 1O.03_3 I FireLock® Fittings GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009V/009H couplings, use FireLock 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 couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV UPDATED 8/2011 '/IcTAuLrc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. 10.03 X, A -C —ta —U1 i d Concentric/Eccentric Reducer NO. 50 Concentric to E NO. 51 Eccentric ~- E to E UBU NO. 50 NO. 51 I I I +- EtoE - Fabricated Steel Fabricated Steel No.50 No.51 I CARBON STEEL PIPE - GROOVED FITTINGS 07.01 I Grooved End Fittings Size F twii..... sTlrrk o. i..... Reducer L 1¼ 3/4 X 1.9 32 20 + 0.9 - - 1 1.9 25 + 0.9 - - 11/2 3/4 1.4 - - 40 ><20 + 0.6 1 2.50 0.8 8.505w 4.5 25 64 J 0.4 216 2.0 11/4 2.50 1.0 32 64 0.5 - - 2 3/4 2.50 0.9 9.00sw 2.0 50 20 64 0.3 229 0.9 1 2.50 0.7 9.00sw 2.3 25 64 0.3 229 1.0 1 4 2.50 1.2 9.00sw 4.6 32 64 0.5 229 2.1 1½ 3.50 1.0 3.50 1.1 40 89 0.5 89 0.5 2½ 34 x 1.3 3.3 65 20 + 0.6 + 1.5 1 2.50 j 1.1 9.50 3.5 25 64 0.5 241 1.6 1¼ 3.50 3.3 3.50 1.4 32 89 1.5 - 89 0.6 11/2 2.50 - 36 9.505w 3.7 40 64 1.6 241 1.7 2 2.50 3.9 3.50 4.3 50 64 1.8 89 2.0 3 3/4 1.5 4.5 80 X_p_ + 0.7 + 2.0 1 2.50 1.3 9.505w 4.8 25 241 06 241 22 2.50 1.4 1¼ 4.8 32 64 0.6 + 2.2 16 2.50 5.1 9.50sw 5.1 40 64 I 2.3 241 2,3 2 2.50 1.6 3.50 6.0 50 64 0.7 89 2.7 21/2 2.50 1.8 3.50 7.0 65 64 0.8 89 3.2 76.1 2.50 2.1 64 1.0 - - Size Concentric Reducer Eccentric Reducerluuuuuuu I 31/2 3 x 2.50 1 2.0 9.50sw 7.0 90 80 64 0.9 241 3.2 4 1 3.00 3.0 13.00sw 6.5 100 >< 25 76 1.4 330 2.9 1¼ 4.6 32 + 2.1 - - 116 3.00 sw 2.6 10.00sw 8.1 40 76 1.2 254 3.7 2 3.00 2,4 4.00 3.3 50 76 1.1 102 1.5 2½ 3.00 2.7 4.00 3.4 65 76 1.2 102 1.5 3 3.00 3.2 4.00 3.5 80 76 1.4 -- 102 1.6 3.00 2.9 3½ 10.00sw I 8.0 90 76 1.3 254 L 3.6 5 2 x 11.00sw 9.0 11.00sw I 5.2 125 50 279 4.1 279 2.4 21/2 4,00 4.3 11.005w 10.8 65 102 2.0 279 4.9 3 4.00 55 11.00sw 11.1 80 102 2.5 279 5.0 4 3.50 4.3 5.00 12.0 100 89 1.9 ' 127 5.4 6 1 4.00 5.0 11.50sw 14.5 150 X25 102 2.3 292 6.6 1½ 5.5 40 + 2.5 + + 2 4.00 6.6 11.50sw 14.5 50 102 3.0 - 292 6.6 21/2 4.00 6.4 11.505w 14.2 65 102 2.9 292 6.4 3 4.00 6.4 5.50 15.0 80 102 2.9 140 6.8 4 4.00 6.5 5,50 17.0 100 102 2.9 140 7.7 5 4.00 6.4 5.50 17.0 125 102 2.9 140 7.7 8 21/2 16.00 7.9 12.00sw 26.1 200 65 406 3.6 - , 305 11.8 3 5.00 9.3 12.00sw 22.0 80 127 4.2 305 I 10.0 Note: All fittings are ductile iron unless otherwise noted with an 'sw" or "s" S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded I I I I I I I I I I I I I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAuLIc COMPANY. 0 2011 VIcTAuLIc COMPANY. ALL RIGHTS RESERVED. 07.O1_22 JtaUiicr REVQ CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings Concentric/Eccentric Reducer NO. 50 Concentric E toE1 NO. 51 Eccentric I1t•wi i.e- Etot ftJU n~ NO. 50 NO. 51 Size Concentric Reducer Eccentric Reducer T1M 1 8 4 5.00 10.4 12.00sw 23.0 200 lOO 127 4.8 305 10.4 5 5.00 11.6 12.00sw 23.0 125 127 5.2 305 10.4 6 5.00 11.9 6.00 24.0 150 127 5.4 152 10.9 10 4 6.00 19.7 13.00sw 32.0 250 100 - 152 8.9 330 14.5 34,3 34.6 5 125 + 15.6 + 15.7 6 6.00 20.0 13.00sw 36.9 150 152 9.1 330 16.7 8 6.00 22.0 7.00 21.6 200 152 10.0 178 9.8 12 4 44.0 14.00sw 48.0 300 >< 100 + 20.0 356 21.8 - 6 7.00 24.6 14.00sw 50.0 150 178 11.2 356 ' 22.7 8 7.00 52.0 14.005w 53.5 200 178 23.6 356 24.3 390 14.00sw 570 10 7.00 250 178 17.7 356 25.9 #14 6 13.00 65.0 13.00 60.0 350 150 330 29.5 330 27.2 8 13.00 65.0 13.00 50.0 200 330 29.5 330 27,2 10 13.00 66.0 13.00 " 65.0 250 330 29.9 330 29.5 12 13.00 68.0 13.00 66.0 300 330 30.8 330 29.9 # 16 8 14.00 73.0 14.00 73.0 400 200 356 33.1 355 33.1 10§ 14.00 73.0 14.00 73.0 250 356 33.1 355 33.1 12 14.00 73.0 14.00 73.0 300 356 331 355 33.1 14 14.00 73.0 14.00 73.0 350 356 33.1 355 33.1 #18 10 15.00 91.0 15.00 91.0 450 x 250 381 41.3 381 41.3 14-EtOE-~] -EtoE-.1 D fl Fabricated Steel Fabricated Steel No.50 No.51 Size Concentric Reducer 15.00 91.0 381 41.3 #18 x 12 450 300 15.00 91.0 381 41.3 14 350 15.00 381 91.0 41.3 15,00 381 91.0 41.3 16 400 15.00 381 91.0 41.3 15.00 381 91.0 41.3 #20 10 500 250 20.00 508 110.0 49.9 20.00 508 177.0 80.3 12 300 20.00 508 120.0 54.4 20.00 508 120.0 54.4 14 350 20.00 508 149.0 67.9 20.00 508 149.0 67.9 16 400 20.00 508 120.0 54.4 20.00 508 120.0 54.4 18 450 20.00 508 136.0 51.7 20.00 508 136.0 61.7 #24 10 600 250 20.00 508 142.0 64.4 20.00 508 142.0 64.4 12 300 20.00 150.0 508 68.0 20.00 508 150.0 58.0 14 350 20.00 508 162.0 73.5 20.00 508 162.0 73.5 16 400 20.00 508 162.0 735 20.00 508 162.0 73.5 18 450 20.00 508 162.0 1 73.5 20.00 508 152.0 73.5 20 500 20.00 508 151.0 1 68.5 20.00 508 190.0 86.2 14-24 350-600 AGS For AGS fitting information, see publication 20.05 + Contact Victaulic for details. Available with male threaded small end No. 52. Note: All fittings are ductile iron unless otherwise noted with an 'sw" or "s S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded IMPORTANT NOTE: Steel eccentric reducers available through 307750 mm, contact Victaulic for dimensions. # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. § Cast fitting available for uS size. Contact Victaulic for details. www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF viclAuLic COMPANY. 0 2011 VlTALIC COMPANY, ALL RIGHTS RESERVED. REVQ 1htauiicr 07.0123 I Victaulic® FirelockTM Rigid Coupling X.4tauIic I Style 009N 10.64 Io I I Patented 1.0 CERTIFICATION/LISTINGS I C®uS Z!3> ILPCBIMD tj C104-la/36 2.0 PRODUCT DESCRIPTION I • The FireLock EZTM Style 009N Installation-ReadyTM Rigid Coupling is for use in the fire protection market. The coupling's unique design eliminates loose parts, promotes consistent installation and provides substantial gains in productivity. I • IMPORTANT: FireLock EZTM Style 009N couplings are recommended for use ONLY on fire protection systems. 3.0 MATERIAL SPECIFICATIONS I Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) 0 Orange enamel (North America, Asia Pacific) Red enamel (Europe) Hot dipped galvanized Gasket: (specify choice') O Grade "E" EPDM (Type A) I FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should I always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolt s/Nuts: Zinc elecifoplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. I I I I System No. Location Spec Section Paragraph Submitted By Date Approved Date I . victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 10.647072 Rev G Updated 10/2014 © 2014 Victaulic Company. All rights reserved. 1 ectaulic victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 4.0 LISTINGS/APPROVAL 2 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULus FM Vds LPCB Sch. 5 Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 1¼ 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 365 365 175 363 363 363 363 40 1 1600 2517 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 365 175 363 363 363 363 65 2517 2517 1205 2502 2502 2500 2500 76.1 mm N/A 365 N/A N/A 3634 N/A 363 363 2517 2502 4 2500 2500 N/A 365 365 175 363 363 363 363 80 1 2517 2517 1205 2502 2502 2500 2500 N/A 365 365 175 363 363 363 363 100 2517 2517 1205 2502 2502 2500 2500 108.0mm N/A N/A N/A 175 363 363 N/A N/A 1205 2502 2502 N/A 290 365 N/A 363 363 232 N/A 125 2000 2517 2502 2502 1600 133.0 mm N/A N/A N/A N/A 363 4 N/A 2502 N/A N/A 139.7 mm N/A 290 N/A N/A 363 N/A 232 N/A 2000 2502 1600 159.0 mm N/A N/A N/A N/A 3634 2502 N/A N/A N/A 165.1 mm N/A 2906 20006 N/A N/A 363 2502 N/A N/A N/A 6 N/A 290 365 N/A 363 363 232 N/A 150 2000 2517 2502 2502 1600 216.0 mm N/A N/A N/A N/A 363 2502 N/A N/A N/A 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 2 Listed/Approved for wet and dry pipe systems (> —40°F/-40C) for continuous use in freezing conditions, use of Style 005H coupling with Silicone Gasket is recommended. Please see the victaulicInstallation Manual 1-009N/0091-1 for details concerning when supplemental lubrication is required. 3 cULus listed for DIN 2458 2.6 mm pipe wall. 4 FM approved for BS 1387 Medium 3.6 mm pipe wall. 5 cuLus listed for EN 102204.0mm pipe wall. 6 cuLus listed for EN 102554.5mm pipe wall. 10.64 7072 Rev G updated 10/2014 © 2014 victaulic Company. All rights reserved. victaulic.com 2 J(taUIiC victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 4.1 LISTINGS/APPROVAL Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM inches psi psi inches psi psi inches psi psi kPa kPa kPa kPa kPa kPa BLT 11/4-2 300 300 365 1¼-2 300 365 MT P4-2 300 365 2068 2517 2068 2517 2068 2517 DF 11/4_4 300 365 FF 1¼-4 300 365 MLT P6-2 N/A 365 2068 2517 2068 2517 2517 DI 1¼-2 300 365 FLF lh/4 _4 N/A 365 ST lh/4_2 N/A 365 2068 2517 2517 2517 EF 1¼-4 175 175 FLT lh/4_2 N/A 365 SIF 1¼-4 N/A 365 1206 1206 2517 2517 EL 1¼-2 300 365 FLTL 1¼-2 N/A 365 TF 2¼-4 N/A 365 2068 2517 2517 2517 ET40 1 14-2 300 365 GL P6-2 300 365 WLS lh/4_2 300 365 2068 2517 2068 2517 2068 2517 EZF 3-4 300 365 MF 1¼-4 300 365 WST P4-2 N/A 365 2068 2517 2068 2517 2517 XL P4-2 300 365 2068 2517 NOTES BLT =BLT steel pipe manufactured by Allied Tube & Conduit Corp. DF = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. DT = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZI = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Ho steel pipe manufactured by Youngstown Tube Co. FLE = Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. FLT = Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. FLIL = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. GL = GL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MI = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co ST = STD wall pipe in accordance with ASTM A53. STE = Steady Flow steel pipe manufactured by AMS Tube Corp. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WLS = WLS steel pipe manufactured by Wheatland Tube Co. WST = WST steel pipe manufactured by Wheatland Tube Company. XL = XL steel pipe manufactured by Allied Tube & Conduit Corp. I I I I I I 10.64 7072 Rev G Updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 JtauIicr I I I I I I I I 11 I I I I victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 5.0 DIMENSIONS Style 009N fill liii Style 009N Pre-Assembled Style 009N Joint (Push On Condition) Dimensions Pre-assembled Actual Maximum Maximum Allow. (Push On Condition) Joint Assembled Approx. Nominal Outside Working End Pipe End Bolt/Nut Weight Size Diameter Pressure 7 Load 7 Separation8 Size X Y X Y Z Each inches inches psi lbs. inches inches inches inches inches inches inches lbs. mm mm kPa N mm No. mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 2 3/4X2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 3514 2.54 M10x2 79 127 70 127 51 0.6 1 1/2 1.900 365 1035 0.10 2 3/sX2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 4604 2.54 M10x2 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 2 %x2½ 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 M10x21/2 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 3/a X2½ 4.50 6.13 4.00 6.13 2.00 2.1 65 73.0 2517 10542 3.05 2 M10x21h 1 114 156 102 156 1 51 1.0 76.1 mm 3.000 365 2580 0.12 2 3/sx2½ 4.63 6.00 4.13 6.13 2.00 2.1 76.1 2517 11476 3.05 M10x21/2 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 2 %x2½ 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 M10x21/2 130 1 171 117 171 51 1.0 4 4.500 365 5805 0.17 3/sx2½ 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 2 M10x21/2 152 200 143 1 191 54 1.3 108.0 mm 4.250 365 5175 0.17 2 3/8X2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 M10x21/2 152 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 2 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 4.32 M12x3 184 235 171 232 57 2.3 133.0 mm 5.250 365 7897 0.17 2 ½x3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 M12x3 168 1 229 162 229 57 2.2 139.7 mm 5.500 365 8667 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 2517 38529 4.32 M12x3 175 235 171 232 57 2.2 159.0 mm 6.250 365 11192 0.17 2 ½X31/4 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 M12x31/4 200 254 187 251 57 2.5 165.1 mm 6.500 365 12105 0.17 2 ½x3¼ 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 M12X31/4 203 260 197 257 57 2.7 6 6.625 . 365 12582 0.17 ½x31/4 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 2 M12x31/4 213 264 200 257 57 2.7 216.0 mm 8.500 365 20712 0.17 2 5/a x4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 M16x4 270 337 260 257 67 5.2 8 8.625 365 21326 0.17 2 5/sX4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 M16x4 276 340 260 333 64 5.2 7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. 8 The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 9 Number of bolts required equals number of housing segments. NOTES When assembling FireLock EZIM 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 couplings, use FireLock 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 009N couplings, IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTM Grade "E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSealTM gaskets are not compatible and cannot be used with the FireLock EZTM couplings. 10.64 7072 Rev G updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 \4taulicr victaulic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 6.0 REFERENCE MATERIALS Publication 05,01: Seal Selection Guide 1-009N/009H: Installation Instructions FireLock EZIM Rigid coupling I r User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or an a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the 1-009N/1-009H Firelock EZ Rigid Coupling Installation Instructions for the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.vicfaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details, Trademarks Victaulic, FireLock EZ', FIush-Seal, and lnstallation_Readyv are trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/ or other countries. I I I I I Li I I I I I I I I I 10.64 7072 Rev G Updated 10/2014 © 2014 Victaulic company. All rights reserved, victaulic.com 5 I -11. Atauiicr Y. - 12720 - 300MM SIZES 14- 24/350 -600 MM SIZES Standard Flexible Coupling STYLE 77 Style 77 couplings are designed with cross-ribbed construction to provide a strong component for pressure piping systems. The coupling is offered in a two piece housing design from 3/4 - 24/20 - 600mm sizes for pressures up to 1000 psi/6900 kPa. All sizes are provided with plated bolts and nuts. Galvanized and stainless steel housings are also available. Independent testing has shown the Style 77 coupling to be an effective stress relief and vibration attenuation device providing performance superior to braided steel and elastomeric arch-type connectors when used in close proximity to the source of vibration. Refer to 26.04 for vibration information. Independent testing has shown that Victaulic Style 77 flexible couplings provide exceptional functionality during and after earthquake conditions. Refer to 26.12 for further information. For 14 - 24/350 - 600mm flexible roll groove systems, Victaulic recommends Style W77 AGS couplings. For more information, request submittal publication 20.03. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*)t Grade "E" EPDM (All other sizes) U EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/i-82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. NOTE: Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Optional: Type 316 stainless steel, Grade B-8M, Class 2. t Supplemental lubricant is recommended for services installed at or continuously operating below 0°F/-18°C. JOB/OWNER System No. CONTRACTOR ENGINEER Submitted By Spec Sect Para__________ Location Date Approved Date___________________________ www.victaulic.com - viciuic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. taul.c REV_M 06.04_1 I I U 06.04 CARBON STEEL PIPE - GROOVED COUPLINGS Standard Flexible Coupling STYLE 77 I I I 4tauIic REV.M www.victaulic.com VICTAIJLIC IS REGISTERED TRADEMARK OF vICTAuLIC COMPANY. 8 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.04_2 I. DIMENSIONS Deflect. Bolt/Nut@ Fr. Approx. tr IJ 1i Uan I ~ 1,050 1,000 865 0-0.06 3'- 24' ___ 0.72 2-3/8x2 2.13 4.00 1.75 1.1 20 26.7 6900 3850 0-1.6 60 54 102 I 44 0.5 1 1.315 1,000 1,360 0-0.06 2 43 0 .57 2 - 3/aX2 2.38 4.12 f 1.75 1.2 25 33.4 6900 6050 0 -1.6 48 61 105 44 0.5 1¼ 1.660 1,000 2,160 1 0-0. 06 2- 10' 0.45 2- ½ x 2½ 2.65 5.00 1.88 2.0 32 42.2 6900 9610 0-1.6 38 67 127 48 0.9 11/2 1.900 1,000 2,835 0-0.06 1'- 56' 0.40 2-½x2½ 3.13 538 1.88 2.1 40 48.3 6900 12615 0-1.6 33 79 137 48 1.0 2 2.375 1,000 1 4,430 0-0.06 1 - 31' 0.32 2-½x2½ 3.53 5.88 1.88 2.6 50 603 6900 19715 0-1.6 26 92 149 48 1.2 57.0mm 2.664 1,000 3955 0-0.16 1 -34' 0.33 2- ½ x 21/2 3.43 5.73 1.9 3.0 57.0 6900 17592 0-1.6 27 87 146 48 1.4 2½ 2.875 1,000 6,490 0-0.06 1 - 15' 0,26 2-½x2~ 4.25 6.50 1.88 3.1 65 73,0 6900 28880 0-1.6 22 108 165 48 1.4 76.1 mm 3.000 1,000 7,070 0-0.06 1 - 12' 0.26 2- ½ x2~ 4.38 6.63 1,88 3.2 76.1 6900 31460 0-1.6 22 111 168 48 1.5 3 3.500 1,000 9,620 0-0.06 1 -2' 0.22 2-1/2x2Y4 5.00 7,13 1.88 3.7 80 88.9 6900 46810 0-1.6 18 L 127 181 48 1.7 3½ 4. 000 1,000 ,56 125 0-0.06 0 - 54 0.19 2-/8x3¼ 5.63 8.25 1.88 5.6 90 101.6 6900 55915 0-1.6 _______ 16 143 210 48 2.5 4 4.500 1,000 15,900 13 Y-36' 0.34 2 -~x3¼ I 6.13 8.88 2.13 6.7 100 1143 6900 70755 28 156 226 54 3.0 108.0mm 1,000 14,180 0-0 ~O- 2-16x82.54.250 - 1 41' 0.35 6.00 8.63 2.13 11.0 108.0 6900 63100 29 152 219 54 5.0 5 5.563 1,000 24,300 0-0.13 1 - 18' 0.27 2-~x4¼ 7.75 10.65 2.13 10.6 125 1413 6900 108135 0-3.2 23 197 270 54 4.8 133.0mm 5.250 1,000 21,635 0-0.13 - 1 21' 0.28 2-20x108 763 1038 2.13 100 133.0 6900 96275 0-3.2 24 194 264 54 4.5 139.7 mm 5.500 1,000 23,745 0-0.13 1. -18' 0.28 2-20x 108 8.63 10.65 2.13 10.0 139.7 6900 .. 105665 0-3.2 24 219 270 54 4.5 6 6.625 1,000 34,470 0-0.13 - 1 5' 0.23 2-~x4¼ 8.63 11.88 2.13 12.0 150 168.3 6900 153390 0-3.2 18 219 302 54 5.4 159.0 mm 6.250 1,000 30,665 0-0.13 1-9' 0,24 2-20x 108 8.63 11.50 2.13 13.2 159.0 6900 .. 136460 0-3.2 20 219 292 54 6.0 165.1 mm 6.500 1,000 33,185 0-0.13 1 - 6' 0.23 2-~x4¼ 8.88 11.63 2.13 13.2 165.1 6900 147660 0-3.2 19 226 295 54 6.0 Table continued on page 3. See notes on page 3. CECD 0-5 1101 1-I r,u, iJ I I I I I I I LI I I I I [1 14 - 24/350 - 600 MM SIZES CARBON STEEL PIPE GROOVED COUPLINGS 06.04 Standard Flexible Coupling STYLE 77 DIMENSIONS POMP - . Wgt. Each 85 8.625 800 46,740 0-0.13 ' o - so' 0.18 11.00 2-7/sx5 14.75 2.50 20.8 200 219.1 5500 207995 0-3.2 14 279 375 63 9.4 105 10.750 800 73,280 0-0.13 0 - 40' 0.14 13.63 2 -1x6 17.13 2.63 31.1 250 273.0 5500 326100 0-3.2 12 346 435 67 14.1 125 12.750 800 102,000 0-0.13 -34' 0.12 2-1x6½ 15.63 19.25 2.63 27.8 300 323.9 5500 453900 0 -3.2 9 397 489 67 12.6 14* 14.000 300 46,180 0-0.13 0° 31 - 0.11 2-1x3½ 16.75 20.25 3.00 39.2 350 355.6 2065 205500 0-3.2 9 425 514 76 17.8 377.0 mm p 14.842 300 51,875 0-0.13 0° -31' 0.11 2-1 x 31/2 17.39 20.96 2.8 48.8 377.0 2065 230,845 0-3.2 442 531 71 22.1 16 * 16.000 300 60,320 0-0.13 0°- 27' 0.10 2-1x3½ 18.75 22.25 3.00 45,0 400 406.4 2065 268425 0 - 3.2 9 476 565 76 20.4 426.0mm 16.772 300 66,245 0-0.13 0° - 27' 0.10 2 - 1 x 19.69 22.92 2.92 56.7 426 2065 294,795 0-3.2 500 581 74 25.7 18* 18.000 300 76,340 0-0.13 0°- 24' 0.08 2-1'/sx4 21.56 25.00 3.13 64.1 450 457.2 2065 339710 0-3.2 7 548 1 635 80 29.1 480.0 mm 18.898 300 84,105 0- 0.13 0° -24' 0. 2-1'/ux408 22.38 25.86 3.04 77.2 48 2065 374,265 0-3.2 7 569 655 77 35 20 * 20.000 300 94,000 0-0.13 0° ' - 22 0.08 2-1'/ax4 23.63 2700 3.13 74.8 500 508.0 2065 418300 0-32 7 600 686 80 34.0 22 22.00 300 114,000 0-013 0°- 19' 0.07 2-1'/ux4 25.63 29.13 3.13 82.6 550 559.0 2065 507300 0-3.2 6 1 651 740 80 37.5 530.0mm 20,866 300 102,535 0-0.13 0° -22' 0.08 2- 1 Ys x4 24.29 27.8 3.07 91.7 530 2065 456,280 0-32 617 704 77 41.6 580.0 mm J 22.835 300 102,380 0-0.13 0° - 19' 0.07 2 - 1 Is x ° 26.76 30.01 3.12 92.8 580 2065 455,591 0-3.2 6 680 762 79 42.2 24* 24.000 250 113,000 0-0.13 0° - 18 ' 0. 07 2-1 '/s x4 27.75 I 31.00 3.19 89.6 600 609.6 1725 I 502850 0-3.2 6 705 787 ' 81 40.7 630.0 mm p 24.803 250 102,790 0-0.13 0° -18' 0.07 1 2-1/8 x4 28.42 32.16 3.12 96.8 630 1725 457,416 0-3.2 6 722 817 44 -79 14-24 AG$ See Style W77, Publication 20.03 350-600 § Couplings 8, 10, 12/200, 250, 300 mm sizes available to uS standards. Refer to Section 06.17 for details. C Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 - 3112720 -90mm; 25% for 4/100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. * For 14- 24/350 -600mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.03 for informa- tion on the Style W77 flexible AGS coupling. CIS size product is designed with two housings and requires two bolts. Fl V 3/4 - 120/20 - 300 MM SIZES 14 - 241350 - 600 MM SIZES www.victaulic.com - - vicTAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 vIcTAuLIc COMPANY. ictaul.c. REVM 06.043 I TL II INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. I I I I I I I I I I I For complete contact information, visit www.victaulic.com 06.04 1469 REV M UPDATED 3/2011 vcTAuuc IS REGISTERED TRADEMARK OF ViCTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.04 jtauIiC I I I I I I 2- 8" Sizes DIMENSIONS Style 744 Sizes 2 -8' (50-200 mm) ANSI Class 125 and 150 Flange -z- 91JJ Note: Gray area of mating face roust be free from gouges, undulations or deformities of any type for effective sealing. I I I 1 I I I I I I .1 .1 I I I I I I I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.04 VIC1A8LIC IS 09 ISO 9001 CERTIFIED COMPANY Style 744 FireLock® Flange Adapter with VicPlusTM Gasket System ket System PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the VicPlusTM Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic® now offers a gasket system which requires no field lubrication on wet pipe systems, The Vic- Plusm System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please referto the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements. See Victaulic publication 10.01 for details. Sealing Surface Dimensions Pipe Size Max. Work Max. End Inches/mm Inches/millimeters Aprx. Wgt. Actual Nominal Outside Press.* Load* No. Bolt Each Diameter Diameter PSI Lbs. Bolts t Size t A" B" Lbs. In/mm In/mm kPa N Req'd. Inches Max. Mm. W X Y Z kg - 2 2.315 115 175 4 0 2/ 2.7 50 60,3 1200 3450 60 87 172 152 121 19 1,2 2112 2.875 175 1135 4 /8 X3 2.88 3.91 7.88 1.00 5.50 0.88 4.2 65 73,0 1200 5050 73 99 200 178 140 22 1,9 3 3.500 175 1685 4 /8 X3 3.50 4.53 8.44 7.50 6.00 0.94 4.8 no 88,9 1200 7500 89 115 214 191 152 24 2,2 4 4.500 175 2780 8 5/4 X3 450 5.53 9.94 9.00 7.50 0.94 1.1 100 114,3 1200 11045 114 141 252 229 191 1 24 3.2 5 5.563 175 4250 8 3/4 X 31/3 5.56 6.71 11.00 10.00 8.50 1.00 8.3 125 1413 1200 18920 141 171 270 254 216 25 3,8 6#;. 6.625 175 6030 6.63 1.78 12.00 11.00 9.50 1.00 9.3 150 168.3 1200 1 26840 8 3/ X 31/2 168 198 305 279 241 25 4,2 88 8.625 175 10219 8 3/4 X 31/2 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219,1 1200 45475 219 252 372 343 298 29 63 Refer to notes below. ITotal bolts required to be supplied by installer. Bolt sizes for conventional flange-to-flange connection. Larger bolts are required When Vic-Flange adopter is utilized with wafer-type valves. # Not available with Alt-Plus gasket system. Lubrication is required. NOTES * Working Pressure and End Load are tetal, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on ether pipe. WARNING: FOR ONETIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1/2 times the figures showy. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. ®REGISTERED TRADEMARK OF VICTAULIC - ©COPYRIGHT 2004 VICTAULIC -PRINTED IN U.S.A. Victaulic Company of America Phone: 1-800-PICK-vIc (1-800-742.5842) Tao: 610-250-8817 e-mail:pickvic@victoulit.com Victaulic Company of Canada . Phone: 905-884-7444 Fax: 905-884-9174 e-mail: oitcanada@oictaolic.com Victaulic Europe Phone:32-9-381-1500 Fax: 32-9-380-4438 e-mail: oicnuro@victaulic.be Victaulic America Latina Phone: 610-559-3300 Fax: 610-559-3608 e-mail: vical@oictaulic.com Victaulic Asia Pacific Phone: 65-6235-3035 Fax: 65-6235-0535 e-mail: oicap@sictaulic.com 3477 REV D X 0/22 ~ta U ~h I C ~ I I I I I I I I I I I I I I 10.04 VIC-FLANGE ADAPTER NOTES I The Style 744 (2 - 8/50 - 200 mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. 2 FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points fortie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. 6 Flange Washers: FireLock Flange adapters require a smooth hard surface atthe mating flange face for effective sealing. Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, itis recom mended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange: a standard flat flange gasket should be used adjacentto the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. B When mating to a wafer valve: where typical valves are rubber lined and partially rubberfaced (smooth or not), the Flange Washer is placed between the valve and the FireLock Flange adapter. C When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. D When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90 to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flatflange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the componentflange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASIM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: Grade "E" EPDM - Type A Vic-Plus Gasket System Eu (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap - proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication for most installation conditions. S Standard gasket approved for dry pipe systems to -40F (-40'C). Based on 'typical pipe surface conditions, supplemental lubricant is recommended for services installed below OF (-18C) and for all dry pipe systems or systems to be subjected to airtests priorto being filled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation/assembly instructions, Victaulic reserves the rightto change product specifications, designs and standard equipment without notice and without incurring obligations. Style 744 FireLock® Flange Adapter I I I EA, NOTICE Ductile iron ttfings have hber ioi4e trangth tbon th04 of steel pipe, There6oe, oev hgkteng con cause dwrtoge io pipe gwoods which may conse Ieokae. Ductile iron F1ftin05 should be tightened three Isims beyond bond tight. but no ro thon Four lurns. c® UUM *PPRO(FO for LetrA,ee O,tas ndUembe, VM ei wa1 5 Rr$e(eb runt I I I I I I I I I I I I I I I I I I http://www.anvi1int1.corniProductSearchIPrintProduct.aspx?1id=425 qcpp/7~~,L)~ Vill Nominal Size Max, Wor1ng -__Dimensions Approx. ?rossurei A Wt. Each ,guklw h too k NO 1k 4 1 500 1.12 1.12 0.46 2$ 3450 23.44 28.44 500 1.29 1,29 0.73 32 3450 3214 32/6 33 1 1h 500 L43 L43 0.92 40 3450 3737 36.32 042 2 500 1.68 148 1.50 :1 3450 4261 4761 048 £ -Wong PrQswro Rofinp we for ra6rWKe on and bond on Sth. 40 pipe. For e IQIOt tJIIULC, ond FM prwa tviingscrwi p hndutü pteooid on4namo contact ycor kcot Am't Rpnta6m. Ductile Iron Ductile iron threaded fittings are UL & UIC listed & FM Approved For 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads are NPT per ANSI/ASME B 1 .20. 1. l9Jl'7/9fll' RIR AM Print - - - http://www.anvilintl.com/ProductSearch/PrintProduCt.aSPX?!id42 Ductile Iron b MATEPIAL SPECIFICATIONS - Ductile iron threaded Wings ore UL & ULC Listed & 1'• jjfljjj FM Approved for 500 p51 service. Ductile iron per ASTM A536 Class 65-45-1 2. :4 Dimensions conform to ASME B16.3 . ./ .1 Threads ore NPT per ANSI/ASME B 1 .20.1. -- NOTICE: Ductile iron things hro higher Imsile strongth Ilmn that of sted pipe. Thetdare, oet tighioning on coom dwnoge io pipe keoch w4tih may cauie leakage. Ductile iron fittings should be ghtenixJ three turns beyood hand tight, but no nre than kur h,n5, I — Nominal Sue Max. Working Dimensions Approx. Pressure A B Wt. Each Is, (or) 61 &V Ac (or) kc (or) L5. 40 1 500 1;50 130 062 20 3451) 38.10 38J0 023 114 500 1.15 115 0.90 37 3450 44.45 4445 0.4) 1½ 500 1.94 1,94 1.20 41) 3450 41~ V6 4V4 054 2 $00 2.25 225 1.85 so $4511, 1 s;is 57, rs 0.g4 * - Wortiieg Pewre Raties ore for refe ce oni and boicd on 5di. 40 pipe. For ft latest UVUtC ond FM peessvro ratings wrm pape scheduk, pbese visit qe4lind. esm of contoct yow local MI Rpresensoti'.'e, two APPROVED For t OII'SVit O,u.s, a,e WJA ai, W*bgft 21*n'Ai'.* OlTl C( OaW 3e e' UW Ri4ci,* -- A t ';- I 12/17/2013 :19 AM I I I I I I I I I I I MATERIAL Ductile iron threaded fittings ore UL & IJLC listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads are NET per ANSI/ASME 81 .20.1. NOTICE: Dctilo iron fittings have higher tern4e *ength thcn th0t of stW ppe. Theref.cee, over tightening can <ouse cknage to pipe tkeah which may cowe Ieokoge Oudile iron hens shmid be lightened three tuna beyond bond tight, bat no norc then kur turos. c® ustea A'PR0VEO fm U* EAØ.fy8 MINK MtAneve$. wtea 41 kwlwrv"Ccm or an *n.e' S4 RCfa4. 1rint I I - . http://www.anvi1int1.corntProductSearcIPrintProduct.aspx?1id4262 grJANVIC Ductile Iron I REDUCING IIIIIELBOW Max, Waiag .iniensions ... Approx. Honilnat Sile Pressurea, A 8 WI. Each It to* ?SHkPo) . . k. a 00 1 Xh 500 IS 1.36 044 75115 34.50 323 x5 500 3454j- 1.31 1.45 0.52 25119 .3459 3127 34.83 . 0.74 500 134 153 064 31, 15 34550 3403 3824 029 1 A X V, 500 1.45 1,62 .0,12 32110 .1450 3583 41.14 933 is 1 500 1.58 1.67 0.75 32.115 3450 40J3 4M1 934 iYztl. 500 1.65 1.80 0.92 40115 3450 4121 . 45.12 0.42 114x1% 500 1.82 1.88 1.08 40x32 3450 . 44.22 4.']$ 0.4! 2xYi 500 1,49 1.88 1,08 50115 3450 3234 4115 949 2xY4 .500 1.60 197 1.24 5oj 3459 49.34 5003 055 2 1 500 1.73 202 1.40 25 3450. 4114 51.30 054 2 x 11A 500 1.90 2.10 1.52 5033 3450 4534 33.34 019 2x 1V 500 102 1.16 1.65 3.459 5110 5424 015 A - Mitug Pre RafiV am 6t refetrrc o and based on Sd. 40 pipe. Frth Ioea UIJULC, and FM pre wings rie pipe ichedt4e, p1eao visit omlirid.00mor centmt yow Io.d AJMI RepreentaIya, 12117/2013 8:24 AM Print http://www.anvilintl.corn!ProductSearch/PrintProduct.aspx?lid=43 I Ductile Iron RIAL SPECIFICATIONS Ductile iron threaded fittings ore UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-4512. I Dimensions conform to ASME B 16.3 Threads are NPT per ANSI/ASME B 1 .20.1. NOTICE Ductile iron Attings have higher tensile streeth than that of stw pipe. Therefoe, over tightening can <om donoge to pipe ithfooc4 which may cause leakage. Ductile Won finings shoviki be tightened three turns beyond hand tight, but no nore than Four turns. c® Llii APPROVED STRAIGHT TE Nominal Sue MOX. Woricing ProssureA Dimensions Approx. Wt. Each A B I 500 130 10 0.85 25 3350 310 J0 1/4 500 135 135 1.22 32 3450 4445 44.45 0.5$ I 1h 500 1.94 L55 40 34.110 4921 41.21 a 171 2 500 .1.94 2.25 2i5 245 W 3450 51.15 5115 Lii FOc tMlv .nd unvue W av w P v' $vmØ* A -,-A -e.1 I A —Wevking Peswra Røings ore For rderene o4 and boied on &h. 40 pipe. Fortls. Folos4 UL/ULC — 4 FM pmsuro rumings verws pip, schedek, pluac visit oev4nslcom or contact yew Focol Anvil Repreventae. U I I I I I I I 1rint I I I I I I I I I I I I I I I I I I nfl 1 1 C I i li REDUCING tTEE Nominal Szo Max. Dimensions Working 0 1. Each Pessuroi. A B C k () PSI (kM k (w to 6iw it ow 1k (kg) 1 x A X I 500 [50 1 36 130 0.64 N 319 34 3 116 1 0-29 500 130 1.45 130 0.73 - _ - ix 1 X½ 500 1.26 1.26 1.36 011 c 44c4. _______ 34 ___ lxi 500 1.37 1.31 1.45 0.76 M8 1435 i$8117 14 9 IiTT¼ "T61 T38 2Sr .15 r32 441 04 43'3 lxtxl½ 500 I20 1.80 1.65 1.16 214' 345 41" 4 i½ x 1 x½ 500 [34 126 133 0.8 449 3494 RA 0. 1311 1Yx1 1'h 500 [45 1.37 1.62 0.90 3'5c 3$O 675 tc 1½x1 x 500 1.58 1.50 1.61 100 _? ?S 'Ll.____ Q 1i/ixi1½ 500 _______ 135 1.61 135 10 32'.!2 0 ...J!.LL.... 4742 4"j"i 9f i%zl x 1¼ 500 1.88 1.80 1,82 1.42 3? X ?5 )t 40 iSC 41.5 472 1 46.71 1¼x1i16 50O 134 1.34 3 ' 349 14 "A 34,911 1'4x1V4x½ 500 145 1.45 162 "092 3"i 15 3110 3 36 4r p4" 1¼x 1¼x I 500 138 1.58 1.61 0.95 4 3 4943 4741 04 1¼x1½x114 500 188 188 182 1.45 11 3QS' 47 75.. 4.7)5' 16 0 1Y x 2 500 2.10 2.10 1.90 IS 32r R 1,01 VUC2 .5U. 33$ 1½x lx ½ 500 [41 1.34 166 0.95 1½1x¼ 500 1.52 1.31 1.75 1.14 494 15 211011 3458 33'P 31.9 4335 1-i -1 - 500 11 40.w 23 1 7 flF 34 516 4, ?a .3 4'17 9 53, l'xixIi 500 182 167 188 134 4525 '37 3458 4623 4242 4115 8,41 1½x1x1½ 500 1.94 1.80 1.94 1.45 n,,c14 34 ' 49.76 1 4 49,11 944 lYzxlYAx'ñ 500 1,41 1.34 1.66 lOS 49V r 1 5 1½x1¼xM 500 1,52 1.45 1,15 1.15 3. P 6' 59 04 4 4 1½x 1¼x1 500 1.65 1.58 1,80 1.25 _4JJL)_ ...J$2_ ..JL._ 4]L... L.. 1½x1¼x2 500 2,16 2.10 2.02 1.90 1½x 114x½ 500 1.41 1,41 LW 1.15 49430. 15 34501 353? 3558 - 952' http://www.anviiintl.com/ProductSearch/PrintProduct.aspx?lid=4264 !r )Awl;; Ductile Iron Ductile iron threaded fiflings are UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 6545-12. Dimensions conform to ASME B 16.3 Threads are NO per ANSI/ASME B 1,20,1 NOTICE: Ductile iron flrHngs kwo bigh%r tensile streno ham flicO of stoel pipe. 11ee6ae, o'er h9hleming con =use cIonioge to pipe eah which coie Ieako9e. Ductile iron 1106ogs should be tightened three turns beyond hand fight, but no rooto thon IO'jr Jvrn$, W000 APPROVOO For L*k%WAvp*o4m D.ri md Litore, b45d arm or TII' TEE Max. Dimensions Approx. Nominal She Working I. LIZ PrassureA A B C It On) 9 M k6ivn) k(zon) k 67 Lk 1½t4i Y, S ) 152 1.7S 1.24 49x 40 k " 3450 38 6? 33,i 4445 a -116 1½X [.4x [ 500 -145.... 1.65 1.80 1.30 48f 40 ~ 15 4'S! 45'n 949 l½xl½xtYt 500 1.82 1.82 1.88 1.48 4174 40 f 3?UsP 4,"? $43 4115 957 1½o155x2 500 2.16 2.16 2.02 1.98 4), 3J0 96 5 ,, 4131 OJ 2 x I x 2 500 2.25 2.02 2.25 2.15 30 V-11, 471' 9$ 2x P¼ x 2 500 2.25 2.10 2.25 2.30 7 50- 2.1 'P 14 UP 2x 1¼x'4 500 1.4? 1.41 1.88 1.50 49,4 4'8 s/8 _____ 4 68 7r0r 'W u Thf 31' 3150 4961 3 )954 '7' "2iT¼F' 445 1194 .,''l 4 2 a I½x 1¼ 500 1.90 [82 210 180 2x 1¼x 1½ 500 2.02 1.94 2.16 2.00 56e ~ Q1 140! St 4? W 4 ' 2x 144z2 500 2.25 2.16 2.25 2.35 ..JQL.... 3441 'P f,,, 5 l2x 2, 500 1,49 1.49 1.88 1.60 .-4'--- _111' i0_ .....L.. 7x2x¼ 500 1.60 1.60 1,91 1.68 94 1 All cf 4 1fl ,, 0 4 5 6 1 -100-- 1773 '171' In -nr 1 41"J A3" t,31 4534 T'T -Soo 1.90 210 "204 4441 4 47 4,4 i f.77 2 x 2 x 50002 202 2.16 2.18 1 45 .1 4' i12 4'4 "'5 2020 2½ 500 2.60 2.60 7.39 3.61 34 4) 441 4 Z. ,r 4J.45 N4 214 x7x¼ 500 1.14 1.60 2.32 2.28 lost 4-1 45 174, A -WorMng Prcosurc R,n,n9 era 6 r{erax1r9 only end baoaa on sch. 40 pçe. For th0 (ataal U(/VtC end FM praone ralrngs vvrus pope sha44o please Visit a,wolind 4Qm or yaw looI ArwI Ree*,iiyt. 1I17I7O1l R'24 AM Print lmp://www,anvilintl.corn/ProductSearchlPrintProduct.aspx?11d46 11 11 !~)Aww Ductile Iron 1 BULLHEAD TEE Nominal She Max. Working _____ Dimensions Approx. PreswreA A 8 C wt. fodi ht Cm) PS!M,) I t (410) 4 4w Cm) k (kg) lxi x 500 1.61 1.61 1.58 0,98 25 515 512 3450 4241 4241 .40J3 044 lxi xP 500 1.80 LBO 1.65 1.16 ?525x40 3450 K_ 72 4572 4191 053 1V4xliV 500 188 180 182 142 37540 7450 47, I5. 4517 4623 044 1¼z1z14 500 1.88 1.88 1.82 1.45 $73240 3450 4775 4717 4517 016 1Y.*1%x2 500 210 2.10 1.98 1.75 32,t 34' x 50 7450 i74 C34 4516 00 1Vx1ix2 500 2.16 2.10 2.02 1,90 4032x30 3450 54&5 5734 6L30 076 11550 500 2.16 218 2.82 1.98 40510x50 3450 1 54,& 5516 5130 896 A - Wcrldr.O Prire Roiny or on &b. 40 pipe, For *e 101 uIJUEC, and FM pressure railings varius pipe sr.hedtk plose visit cnIktwi or contact your IooI Anvil Rroentutiy __-MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL & UIC Listed & FM Approved for 500 psi service. Ductile iron per ASIM A536 Class 65.45-12. Dimensions conform to ASME B 16.3 Threads ore NPT per ANSI/ASME B 1 .20. 1. NOTICE D()crd,, iron t.r.r.gs hovo higiror k'nsilu straTth than that at sted pip Th4uet0(e. oor !4stnirrg on cove dcenoge to pipe +.reods whith noy ci kokacr. Ductile iron iir'&js should be tiyhi€ned three turns beyond bard tl&u, Li no noie thm tour loins. c®us L111 APPROVEU rw L., S(iOTTh r.ria Trrd W.4 ow WOM IT wow.UWA u:rri or .rir .ir' . I 1I17i7fl1l 19 AM Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Closs 65.45-12. Dimensions conform to ASME 816.3 Threads ore NPT per AN$IJ'ASME B1.20, 1 NOTICE Ductile iron fittings ham higher keatte sftwglh than thai of stnd pipe, Therefore, over tighteing con anwe domqp to pipe threrxh which may anne leakage. Ductta iron fittings should be lightwed three hjrn beyd bond tight, but no more than four turne, two APPROVED Fe uswV%0,v"* Omols vid unancee. veflai4c etnrn 4 eew,w'.r'e cr.n a anne off AmP t4in I rint http://wvw.anvi1int1.coni/ProductSearchIPrintProduct.aspx?1id426 I <CSP:Fg~~~LD> Nominal Size Max.Walking Dimtniois Approx. A Presure WI. oh k 500 1.50 - 130 0.98 25 3438 3&?0 3830 044 1½ 500 1.15 135 130 32 3450 44.45 44.45 068 1½ 500 134 1,94 1,90 40 3438 4921 4921 048 2 SOG 2;25 2.25 2,95 3.0 i6 5,35 1½x I 500 138 - 1.61 1.27 32x75 3438 v'lj 474 0.58 16 x 1 500 1.65 180 lAB 47$ $438 4L91 .4522 042 2 x 1 500 133 2,02 2.10 5025 3450 4291 3820 095 * ' ''no Pue Ra&js ore for reenie o4 and bored on &k 40 pipe. For kiei and FM pressure rwings versus pipe badiAe, pteore visit Iintcom or contact yaw ford Aiwd Rresen!atie, I I I I U I I I I I I I 1/17/20Il X72 AM I I I I I I Print http://www.anvilintl.com!ProductSearclVPrintProduct.aspx?1id42 JI S428 IREDUCING COUPLING Nominal Max. Working DinlGnsionS Approx. Pressure& A WI. Each k (00 P9 ON llkg) 1 x 500 1,69 0,39 25JS 35O 42i2 1 XY4 500 1.69 033 £ Woddng Pressure Rotift9s ant for m6ence only and based onSd 40 pipe. For the latest LRJUIC, and FM pressure rains v#rsus pipe sdoduSo pieao visit (MintLani or contact yaw local Anl Rsersttivo. T1NVIL Ductile Iron MATERIAL S CIF I[i]Er; Ductile iron threaded Fittings are UL & ULC Listed & FM Approved For 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads are NPT per ANSI/ASME B1,20, 1, NOTICE Dvcnla iron Beings bae higher lernite strwqth than thai of stmet -, bteloe, o'iee tâing con owe doge oo pipe threods which may ciie leakage. 0urnle iron Beings 4mW be lightened three turns bed hand light, but no mare thaø ler hgn, Ustes APPROVED re Ds thonn. 00 ow Viab4ft lZwCtI tO an l' 5M U l)/17/')flhl -4 AM t1t http://www.anvilintl.conifProductSearch/PrintProduct.aspx?lid=4258 Honinl Size - Max. Working - BUSHINGS Dimensions SO Approx. A ( PresulA WI. Ead . kPJ x L. 1 x t4 500 035 0.25 1.42 Outside 0.22 25S 3453 1905 05 3409 0J Or 1 xY4 500 035 0.25 1.42 0titse OJT 25 .3430 1205 435 34.06 0.33 1¼x1 500 080 078 116 OurtA 028 31.525 3450 703? 1 111 44.10 0.13 1V* 1 500 0.83 0.31 2.00 0st 0.45 4* g 7S34 2 1 0 794 $0. 0 134x 1 11 SOO 0.83 0.31 2.00 Outside 0.30 4'514i2 / R2. 10 04 2x 1 500 0.88 0.41 1.95 Inside 0.61 50.525 3453 2235 3M 4 4253 030 2 x 1 V 500 0.88 0,34 2.48 Outside 0.73 50x32 3450 2235 8434 6292 0.33 2 x 13' 500 0.88 0.34 2.48 Outside 0.61 5a3,43 2430 2235 8634 1299 0.23 Wotiun Pressure Rsn9s are be rebeee only and based an 5th. 40 pipe For" latest WUIC. and FM rwewre ratings verws pposdsesJ* please visit onvilinti,om as' contact yaw local AMI I I I I I I I I I L I I I Ductile Iron MATERIAL SPECIFICATIONS T Ductile iron threaded Fittings ore UL & ULC listed & FM Approved for 500 psi service Ductile iron per ASTM A536 Class 65-4512. Dimensions conform to ASME 816.14 Threads are NPT per ANSI/ASME B 1 .20.1. NOTICE Ductile iron fittings have higher tsnslle strength than that of steel pipe, Theretove, ser lightening con cause damage to pipe threads which may raisin leokae. Ductile Won fittings should be tightened three turns beyond hand tight, but no nte than lour h.'rns, c® U*1t APPROVEP ror Lt isvc$nve lUnenee. %4M ow v w.ns.eeflC1 eetin 541 n%e S.Osv ncrewtvslMt j Inside Head SO-1A Outside Head I I 17/17/71111 R- 19 AM Print http://www.anvilintl.com!ProductSearch!PrintProduct.aspx?1id42 0001 A 11 0 NVILM Ductile iron - MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Crass 65-45-12. Dimensions conform to ASME B 16,14 Threads are NPT per ANSI/ASME 81 .20. 1. NOTICE t)d4o iron fittingt ham higev ionsile stren9th than tivi of staei pipe. The'elove; oer fightening con com donlO9e to pipe IWeOdt which, may case teakae Ductile iron flftins should be tightened three turns lomd hand tight, but no more than kur turns. LJ*U APPBOVO IiegstAO O M Ltatk s&e Ogg W05ft atw 's COUPLING F Nominal Size Max.Working r Dimensions Approx PressuroA A WI. Each -PSI ON M. AW (k a 500 1.61 0.40 25 3450 41.1412 OdS 1Y 500 1.93 0,51 32 3$0 4q02 0:24 500 ' 2.15 0.15 40 3450 5341 034 2 500 233 L1S SO 3450 6424 052 A - Working Nawro Ri ore for r*'cne oc4 and bod on Sd 40 pip For *o latal Ut/UtC ant FM piwve ratingi vorw pj* schcMe, ptCOt w4intl.tcm or contact yaw taco! Anvil Rrentøff I 1/17t7flfl R22 AM I rint http://www.anvilintl.corn/ProductSearch!PrintProduct.aspx?lid=4259 I _)AAML I OCPF9?~~L > Ductile Iron I. Uomltrnl size Max. Working 0rnecsins Approx. Pressure& A Wt, Each k(a) p) k (W tk go 1 500 1.16 0,32 25 3450 Z4a 0J5 500 1.28 0.43 22 3450 325/ 020 500 1.3 0.60 40 3450 3338 02? 2 500 1.4$ 0.91 58 3450 0.4 A - Woi4ing Pewro Ri oa for ro rcneQny and bwcd on SA. 40 pipo. For to I. UtJtJLC d FM pmwva ro;Ns vviw pipe joWvfo, pleaeviD ntlwmor Ontuctw focal AsMI RtprenIatFe. Li I I I I I I I I I I I I Ductile iron threaded fitlings are UL & ULC listed & FM Approved for 500 psi service. Ductile iron per ASIM A536 Class 65-45i2. Dimensions conform to ASME B 16.14 Threads are NPT per ANSIIASME B 1,20. 1. NOTICE Dudifo Won fitlings ham higJr Ions& strength than that of stW pipe. Therofore, oer lighWing non covse dnoge to pipe threads which may cmne teokoge. Ductile Won fltings should be tightened three tune beyond hand tight, but no mere than fous' Ium. C®6 U3Tt APPROVEO frbt I Wee OWA% LbWsbaw ,i4 ms WOIt al 1*wfl.ee11 a ovo An 5n? S.sM* IA H 1')/17/')fl1' R' AM Print 7 nf http://www.anvilintl.com/ProductSearchlPrintProduct.aspx'?I id424 Awl I: tNT &* N At 40M At. Cast Iron — Class 125 Fittings MATERIAL SPECIFICATIONS I Cast iron threaded fittings are UL & ULC Listed L and FM Approved. Cast iron per ASTM A126 Dimensions conform to ANSI B16.4 Class 125. ow Threads ore NPI per ANSI/ASME B1.20.1 USTth APPROVEO t WØntbX4T c ornj SLAS R(*4. Li I A Peure Ro ot 6treie*ce ot4 and bod on 5h 40 01w Fo i* Ut/IJiC FMpeur otgs pçe schedule, t4iut4infl.com ood yotw IocoAMl Rtkitv.'e. I I I I I I I 12/17/2013 8:29 AM Nominal Size IIfc Max. Working Dirnansioos himuru A WI. ph P$WW h ow Lb, ao 300 0,94 0.10 is 2065 23.81 005 V,300 1.01 0.17 204$ 77.11 6 V18 1 300 1.25 0.28 IS 204$ 3115 0J 11/4 300 U6 0.44 .32 7064 34.54 0.20 1~ 300 1.45 0.62 43 2065 3483 0.23 2 300 1.56 0.91 50 1 2065 342 0.41 I I I I I I I I I I I LVNiiiiti fltiK[aii ~/ftMIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings Unified Design TM Series Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® Weld_MiserlM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: - b The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn-through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/2 and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads, or ISO-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are ULIULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® Weld-MiserTM Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify WeldMiserTM Tee-Let® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 131.20.1, or 150-7-1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® Weld-Miser TM Tee-Let® Method No. 1 Specify quantity desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired. I I Method No. 2 Use the following system: Quantity Outlet Size Always Column "A" order a few of Chart more than actually required for the job. Quantity Part Number Type Merit Steel Header Size * Weight End Tee-Let Material * * Insert size Sch. 10 A - Female Thread consolidation Standard B - Male Thread from Column C - Cut Groove "B" of chart. C/R - Roll Groove LI I I —2— iiiLStar I Fire Products Division MERIT® Weld-MiserTM Tee-Let® Welding Outlet Fittings For Fire Protection & Other Low Pressure Piping Systems Merit WeldMiserTM Tee-Let' Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings spe- cifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee-Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-135, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI B1.20.1 or 1507/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria de- veloped for ASME B31 piping code. I APPROVED For listing/approval details Contact your AnvllStar' Representative. TEE-LET IWELDED lOUTLET Outlet Model Outlet Pipe Size (Inch) Header Pipe Size (Inch) 11iiiiii Rated Pressure (psig) - Tee-Let Type A (F-Threaded End) 1/2,3/4,1 1¼, 1½, 2, 2½, 3,4 1/2.8(Sch.10,40) 300 6 (EZ-Flow) 1/ .4 (Sch. 5, DynaFlow) 2 4 (EZ-Flow) 2, 4 Tee-Let Type c (Grooved End) 11/4 8 11/4 8 (Sch. 10, 40) 300 21/8 1,v.4 (Sch. 5, DynaFlow) Tee-Let Type C/R (Roll _Grooved _End) 11/4-6 11/4 8 (All Schedules) 300 Size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. FM rated working pressure when welded on Sch. 5 or non-threadable lightwall pipe is 175 psi. AiñiLStar Fire Products Division Type A Female Threa MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings WELD-MISERl1IIET' DIMENSIONS 1PART Nominal Nominal NUMBERS Part IT Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C D M NPT (BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1002002 1/4 X 11/4 -8 0.080 - 6K 6-200 1 0.04 1005012 11/4 - 1½ 1.063 0.700 0.500 0.171 - 32-40 27.0 178 12.7 0.08 1005015 1½ -2 1.063 0.700 0.500 0.171 - 1A x 13x 40-50 27.0 178 12.7 0.08 1005020 2 - 2½ 1.063 0.700 0.500 0.171 - 50-65 27.0 17.8 12.7 1 0.08 1005025 2½-8 1.063 0.700 0.500 0.169 - 65-200 1 27.0 17.8 12.7 0.08 1007012 11/4 -11/2 1.125 0.900 0.500 0.260 - 32-40 28.6 22.9 12.7 0.12 1007015 1½ -2 1.125 0.900 0.500 0.260 - 3/4 x 19K 40-50 28.6 22.9 12.7 0.12 1007020 2 -21/2 1.125 0.900 0.500 0.260 - 50-65 1 28.6 22.9 12.7 0.12 1007025 2½ -8 1 1.125 0.900 0.500 0.256 - 65-200 1 28.6 22.9 12.7 0.12 1010012 11/4 - 11A 1.250 1.145 0.500 0.331 1110012 32-40 31.8 29.1 1 12.7 0.15 1010015 1½ -2 1.250 1.145 0.500 0.331 1110015 40-50 31.8 29.1 12.7 0.15 1010020 2- 21A 1.250 1.145 0.500 0.320 1110020 1 x 25x 50-65 31.8 29.1 12.7 0,15 1010025 21,,12-3 1.250 1.145 0.500 0.314 1110025 65-80 31.8 29.1 12.7 0.14 1010030 3-4 1.250 1.145 0.500 0.309 1110030 80-100 31.8 29.1 1 12.7 0.14 1010050 5-8 1.250 1.145 0.500 0.291 1110050 125-200 1 31.8 29.1 12.7 0.13 1012012 11/4 - 1½ 1.375 1.490 0.500 0.432 1112012 32-40 34.9 378 12.7 .019 1012015 1½ -2 1.375 1.490 0.500 0.421 1112015 40-50 34.9 378 12.7 .019 1012020 2 - 21A 1.375 1.490 0.500 0.421 1112020 11/4X 32x 50-65 34.9 1 378 12.7 1 .019 1012025 2½-3 1.375 1.490 0.500 0.411 1112025 65-80 34.9 378 12.7 .019 1012030 3 -4 1.375 1.490 0.500 0.389 1112030 80-100 34.9 37.8 12.7 .018 1012050 5-8 1.375 1.490 0.500 0.389 1112050 1 125-200 1 34.9 378 1 12.7 .018 1015015 11/2 1.625 1.610 0.875 0.477 1115015 40 41.3 40.9 22.2 .022 1015020 2 1.625 1.610 0.875 0.477 1115020 11 x 50 41.3 40.9 22.2 .022 1015025 21A 1.625 1.610 0.875 0.477 1115025 40x 65 41.3 40.9 22.2 .022 1015030 3-4 1.625 1.610 0.875 0.477 1115030 80-100 41.3 40.9 22.2 .022 1015040 4 1.625 1.610 0.875 0.477 1115040 100 41.3 40.9 22.2 .022 1015050 5-8 1.625 1.610 0.875 0.477 1115050 125-2001 41.3 40.9 22.2 .022 WELD-MISER'm iiv DIM ENSIONS i• NUMBERS Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C D M NPT (BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1020020 2 1.750 2.067 0.875 0.857 1120020 50 44.5 52.5 22.2 038 1020025 2½ 1.750 2.067 0.875 0.829 1120025 65 44.5 52.5 22.2 0.38 1020030 3 1,750 2.067 0.875 0.829 1120030 2x 80 44.5 52.5 22.2 0.39 1020040 4 1.750 2.067 0.875 0.800 1120040 50x 100 44.5 52.5 22.2 0.36 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 034 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 034 1020080 8 1.750 2.067 0.875 0.743 1120080 200 44.5 52.5 22.2 0.34 1025025 2½ 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 055 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 2½x 55x 100 54.0 1 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 _0.... 1025060 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.7 28.6 0.52 1025080 8 2.215 2.469 1.125 1.150 1125080 200 1 54.0 62.7 28.6 0.52 1030030 3 2.500 3.068 1.500 1.750 - 80 63.5 779 38.1 0.79 1030040 4 2.500 3.068 1.500 1.700 - 3x 100 63.5 779 38.1 0.77 1030050 5 2.500 3.068 1.500 1.700 - 80K 125 63.5 77.9 38.1 0.77 1030060 6 2.500 3.068 1.500 1.650 - 150 63.5 779 38.1 0.75 1030080 8 2.500 3.068 1.500 1.650 - 200 63.5 779 38.1 0.75 1040040 4 3.000 4.026 2.000 3.000 - 100 76.2 102.3 50.8 1.36 1040050 5 3.000 4.026 2.000 2.900 - 4x bOX 125 76.2 102.3 50.8 1.32 1040060 6 3.000 4.026 2.000 2.800 - 150 76.2 102.3 50.8 1.27 1040080 8 3.000 4.026 2.000 2.800 200 76.2 102.3 50.8 1.27 Note: Part #1002002 is not UL Listed or FM Approved. All size-on-size (i.e. 2 X 2) lee-Lets are not FM Approved. iMLStar, Fire Products Division I I I I I I I I I I I I I I I I I I I 4MEIT® Weld-Miser TM Tee-Let® Welding Outlet Fittings WELD-MISER Tm 1!1DIMENSIONS (NOMINAL SIZES l:l;1uV1 Male Thread Cut Groove Nominal Outlet Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness Std Wt Std. Wt. A C D E F NPT (BSPT) NPT(BSPT) In-(Mm) In.(mm) In. (mm) In.(mm) In.(mm) In. (mm) 1310012 2010012 1¼-1½ 3 1.049 1.315 0.133 32-40 80 26.6 33.4 3.4 1310015 2010015 11/2 -2 3 1.049 1.315 0.133 1 x 40-50 80 26.6 33.4 3.4 1310020 2010020 2- 2½ 3 1.049 1.315 0.133 25x 50-65 80 26.6 33.4 3.4 1310025 2010025 21/2 -4 3 1.049 1.315 0.133 65-100 80 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125-200 80 26.6 33.4 3.4 1312012 2012012 11/4 3 1.368 1.660 0.140 32 80 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 1¼x 40 80 34.7 42.2 3.6 1312020 2012020 2-2½ 3 1.368 1.660 0.140 32x 50-65 80 34.7 42.2 3.6 1312025 2012025 3-4 3 1.368 ' 1.660 0.140 80-100 80 34.7 42,2 3.6 1312050 .2012050 5-8 3 1.368 1.660 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 11/2 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 1½x 50 80 40.9 48.3 3.7 1315025 2015025 21/2 3 1.610 1.900 0.145 40x 65 80 40.9 48.3 3.7 1315030 2015030 3-4 3 1.610 1.900 0.145 80-100 80 40.9 48.3 3.7 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 80 40.9 48.3 3.7 1320020 2020020 2 3 2.067 2.375 0.154 50 80 52.5 60.3 3.9 1320025 2020025 21A 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50x 100 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 80 52.5 60.3 3.9 1320060 2020060 6 3 2.067 2.375 0.154 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 _______________ 200 80 52.5 60.3 3.9 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape on a aiven Tee-Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/32' will appear along the longitudinal centerline of the header. For example, a lx 2 - 21/Y Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a 1/32' gap along the longitudinal centerline of the 21W size. If a perfect fit is required for a 21h" header pipe, then a 1' x 21/t - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. ANJ1I..Star -5- Fire Products Division Type B Type C Male Thread Cut Groove Standard Weight Standard Weight :MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings Type B Male Thread Standard Weight Type C Cut Groove Standard Weight Type C/R Roll Groove Schedule 10 E WELD-MISER Tm TE li1[i1 .j Cut Nominal Nominal Outlet Inside Diameter - 0 Outside Wall Thickness - F Male Thread Groove Std. RIhGrve Outlet 10 Header Length Diameter Standard Schedule Standard Schedule Wt. A B C Weight 10 E Weight 10 NPT (ISO-7-1) NPT (ISO-i-i) NPT (ISO-i-I) In. (trim) In.(rnm) In. (mm) In.(mnt) In. (mm) in. (MM) in. (mm) in. (mm) 1325025 2025025 2225025 2½ 3 2.469 2.635 2.875 0.203 0.120 2125025 65 80 62.7 67.0 76.2 5.0 3.0 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 80 80 62.7 67.0 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 2125035 2½x 65K 100 80 62.7 67.0 76.2 5.0 3.0 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 2125050 125 80 62.7 67.0 76.2 5.0 3.0 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 2125060 175 80 62.7 67.0 76.2 5.0 3.0 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 2125080 200 80 62.7 67.0 76.2 5.0 3.0 1330030 2030030 2230030 3 3 3.068 3.260 3.500 0.216 0.120 80 80 78.0 83.0 88.0 5.0 3.0 1330035 2030035 2230035 3½ 3 3.068 3.260 3.500 0.216 0.120 85 60 78.0 83.0 88.0 5.0 3.0 1330040 2030040 2230040 4 3 3.068 3.260 3.500 0.216 0.120 3x 80K 100 80 78.0 83.0 88.0 5.0 3.0 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 125 80 78.0 83.0 88.0 5.0 3.0 1330060 2030060 2230060 6 3 3.068 3.260 3.500 0.216 0.120 150 80 78.0 83.0 88.0 5.0 3.0 1330080 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 200 80 78.0 83.0 88.0 5.0 3.0 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 100 100 102.0 108.0 114.0 6.0 3.0 1340050 2040050 2240050 5 4 4.026 4.260 4.500 0.237 0.120 4x bOx 125 100 102.0 108.0 114.0 6.0 3.0 1340060 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 150 100 102.0 108.0 114.0 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 100 102.0 108.0 114.0 6.0 3.0 - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 150x 150 100 155.0 161.5 168.3 7.1 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 200 100 155.0 161.5 168.3 7.1 3.0 - 2080080 - 8x 8 4 7.981 8.329 8.625 0.322 0.148 200x 1 200 100 203.0 212.0 213.0 8.0 3.0 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shane on a niven Tee-I et is made to fit nerfp,cflv on the first Iitpd hesder sip If instsllpd on the second header size marked on the fitting, a slight gap of approximately 1/2" will appear along the longitudinal centerline of the header. For example, a 1 x 2 - 21/2 Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2 header size listed, while leaving a 1A2' gap along the longitudinal centerline of the 21/f size. If a perfect fit is required for a 21,,' header pipe, then a 1 x 2½ -3' Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6- IjiMLStar Fire Products Division I 2.650 2" Merit Weld-Miser Tee-Let h 2.820'- ,180- .325-I 2' Competitive Fitting El Threading Practice UT WeIdMiserTM Tee-Let® I I Effective Thread 12 Wrench head Vaivsh roads Medtleo-Let We Pitch ap0 Llne \ Pipe 50d hoW ecatchesj pitch We of thread h0dn9 a fully hmred tec,aieovead. MERIT NPT THREAD FORM Effective Thread 12 Wrenct Varud, Ferceie read, - Elah Pipe Standard tap drifi eaves excess truncation STANDARD NPTTHREAD FORM Installation Welding Outlet Fittings NPT TAPERED PIPIIT si Drop Nipple Li 13 Total 12 or Tee-Let Hand Tight Wrench Tight Li - L3 Effective Outlet Size Lenoth Threads In.(mm) Ii Threads I1 Threads ml Threads 1pjj) Threads ½' 0.320 4.48 0.214 300 0.534 0'534 7.48 7.47 15 ._ - 136 ~' 0.339 0.214 3 00 _ 0.553 0.546 20 54 - 1" 0.400 0.261 3.00 0.661 760 0.683 7.85 25 J_J 11/4 0.420 483 0.261 3. 00 0.681 7. 83 0.707 8 0 .13 32 W7 - 1½' 0.420 483 0.261 - 3.00 0.697 7.83 0.724 832 40 L - - - 18.4 2' 0.436 501 0.261 3 00 0.706 17.9 8.01 0.757 8.70 50 LLL 6,6 - - 19.2 2½' 0.682 546 0.250 200 0.932 7.46 1.138 9.10 65 17.3 - 29 3 0.766 613 0.250 2.00 1.016 8.13 1.200 9.60 80 - 25.8 30.5 4 0.844 6Th 0.250 200 1.094 8.75 10A0 100 21.4 6.4 - 2 - 330 Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities I require domestic content for fire sprinkler systems. Merit® Tee-Lets® meet these requirements. The need to maintain dual inventories; one domestic; one import is eliminated. Tee-Let® thread form is consistent with Aeronautical National Form (ANPT) AS71 051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes Tee-Lets more forgiv- ing of field cut threaded pipe that may only marginally conform to the specification. Fewer leaks translate into lower costs. Ease of Installation Merit Manufacturing Tee-Lets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. Tee-Lets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 1½' and larger Type A female threaded and Type C grooved Tee-Lets require the same hole size for installation. This re- sults in fewer change overs when installed using automatic welders. I I I I I I Welding Practice When measured with respect to linear inches of weld required for installation, Tee-Lets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Type A Tee-Lets has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. Therefore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for Tee-Lets than most other fittings. Typically, Tee-Lets re- quire one-weld pass for attachment. WELDING IPRACTI CE Outlet MERIT WELD-MISER TEE-LET COMPETITIVE FITTING Size WELD VOLUME LINEAR WELDING WELD VOLUME* LINEAR WELDING In. (mm) Cross Sec. Area %Iess In. (mm) %Iess Cross Sec. Area %more In. (mm) %Iess 0.051 sq. in. 2.48 0.058 sq. in. 2.48 12% 0% 12% 0% 25 32.9 sq mm 62.9 37.4 sq mm 62.9 1¼" 0.032' 2.88 0.063 3.01 48% 4% 48% 4% 32 20.6 73.1 40.6 76.4 1½" 0.036' 3.12 0.060 3. 46 40% 10% 4Q% 10% 40 23.2 79.2 38.7 878 0.040' 62% 3.77 15% 0.106 62% 4.41 15% 50 25.8 95.7 68.3 112.0 IiMLStar -7- Fire Products Division El I I I I I I I RECOMMENDED II HOLE SIZES Tee-Let Size Type Recommended Hole Size In./mm ln./mm 1,4 Type ¼ 13 16 3/4 Type 7/4 19 22 1 Type F/i 25 28 11/4 Type 1½ 31 38 11% Type 1% 31 35 11/2 Type AorC 1% 38 41 2 Type AorC 2 50 50 2½ Type AorC 2'/i6 63 61 3 Type AorC 3 75 75 4 Type AorC 4 100 100 Holes may be cut employing mechanical means—including hole sawing, mechanical flame cutting (oxy-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit otters a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings Recommended Installation Procedures Merit Weld-Miser Tee-Let Welding Outlet Fittings are designed and manufactured to reduce the cost of installa- tion from both the standpoint of labor required and energy consumed. In addition, by following the recommended in- stallation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or sub- sequent to attachment of the Tee-Let. One advantage of cutting the hole after welding is that the pipe is left intact during welding thereby reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Note that the same hole diameter for a given outlet size is required for both Type A and Type C Tee-Lets 1-1'/2 larger. Recommended Welding Procedures Merit Weld-Wiser Tee-Lets are designed to be installed on standard weight or light weight pipe with one weld pass on Type A outlet sizes from '/2 through 21/20 inclu- sive, and on Type C outlet sizes through 4'. Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat setting can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. Merit Tee-Lets are manufactured from continuous cast aluminum killed steel with a carbon range of from 0.05 to 0.25. Merit specifies that residuals, such as chrome, nickel and other metals resident in the scrap used for production of the steel be reported and kept to a minimum. On the other hand, certain grades of carbon steel pipe are manufactured from skeip whose chemical composition is not speci- fied. When the metal inert gas shield (MIG) welding process is employed, certain residuals may cause excessive porosity, spatter or lack of penetration. Specifically, gases released during the welding process do not escape before the molten puddle sets up. When porosity or lack of penetration occurs, one approach is to slightly increase the heat in order to give the gases time to escape from the puddle. A flux cored wire can also be used. This wire contains scavengers which allow gases in the molten weld puddle to escape before the weld solidifies.The following recom- mended settings for welding therefore may need to be adjusted slightly higher if any of the above mentioned adverse conditions exist. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Tee-Let. Excessive heat may cause the wrench tight threads (those in the bottom of the Tee-Let near the weld zone) to distort while also causing the branch pipe to bend. It should be noted that Merit Tee-Lets have been subjected to exhaustive testing and evaluation, and only negli- gibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. —RECOMMENDED AMOUNT OF WELD Outlet A B Size In/mm In/mm In/mm 1/2 1,4 13 7 5 3% 1% 19 7 5 7% 3A6 25 7 5 11/4 ¼ 3A6 31 7 5 11/2 5Ai 38 8 7 2 5As 'A 50 8 7 21/2 '/16 '4 63 8 7 3 /i 75 10 5 4 /, 'AG 100 10 5 1/2,3/4 &1 Outlet 11/4 W 21/2 Outlet —8— IwiLStar Fire Products Division 4MERIT Weld-Miser TM Tee-Let® Installation (cant.) Welding Outlet Fittings RECOMMENDED71 WELDING PROCESS, LCONTINUED IIl NEXT l-J1 Header Size Pipe Wall Thickness Tee-Let Types A, B, C Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed In/mm In/mm In/mm AMPS-DC PUS. IPM IPM 'h-2 0.035 100-130 16-20 210 25-30 0.065 13-50 2h/24 0.035 115-150 17-21 270 20-25 2 1114.2 63-100 31-50 /2 .2 0.035 110-140 18-22 220 25-30 0.109 13-50 21/2 4 0.035 120-160 19-22 290 20-25 3 63-100 ½-2 0.035 110-140 17-20 210 20-25 0.083 13-50 21/2 -4 0,035 120-150 17-20 270 20-25 2.5 21/2 .4 63-100 ½-2 0.035 120-160 19-22 290 20-25 63-100 0.120 13-50 21/2-4 0.035 130-160 19-22 240 20-25 3 63-100 1/2 2 0.035 120-150 17-20 210 20-25 0.109 13-50 21/2.4 0.035 130-150 18-20 270 15-20 3 63-100 5-6 t,2 -0.035 130-160 19-22 290 20-25 125-150 13-50 21/2.4 0.035 140-160 20-22 270 15-20 0.134 3.5 63-100 21/2-4 0.045 180-205 20-24 245 27-32 63-100 ½-2 0.035 120-150 17-20 240 20-25 13-50 0.109 21/2-4 0.035 130-150 18-20 260 15-20 3 63-100 2½-4 0.045 170-220 18-22 290 12-18 8 63-100 1/2 0.035 130-160 19-22 240 20-25 200 13-50 0.148 2½-4 0.035 140-160 20-22 260 15-20 3.5 63-100 21/2 -4 0.045 180-225 20-24 290 12-18 63-100 Shielding Gas Flow (FOR ALL SIZES) 20-25 CFH I Merit assumes no liability for any consequential damages resulting I 11 CO2 - Deeper penetration, faster welding, low cost. from the improper use of its Tee-Let Welding Outlet Fittings, nor for 2.) 25% - Argon, 75% - CO2, Recommended for .134 wall and lighter, high welding speeds any recommendations made with respect to installation procedures. without melt through, minimum distortion and spatter, good penetration. I iWtLStar —9— Fire Products Division Corporate Offices 110 Corporate Drive, Suite 10' P.O. Box 3180 Portsmouth, NH 03802-3180 Tel: 603-422-8000 • Fax: 603-422-8033 E-mail address - Webmaster©anvilintl.com www.anvilintl.com For Sales and Service Information Contact the Regional Service Center Nearest You or Visit Our Website at www.anvilstar.com U.S. Regional Service Centers NORTHEAST REGION Servicing: Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, East Pennsylvania, Rhode Island, Vermont, Virginia 2530 Pearl Buck Road Bristol, PA 19007 Tel: 215-788-4056 9 Fax: 215-788-4475 Toll Free: 1-800-451-2935 MIDWEST REGION Servicing: Illinois, Indiana, Iowa, Kansas, Kentucky, Michigan, Minnesota, Missouri, Nebraska, North and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin 750 Central Avenue University Park, IL 60466 Tel: 708-534-1414 9 Fax: 708-534-5441 Toll Free: 1-800-301-2701 SOUTHERN REGION Servicing: Alabama, Arkansas, Colorado, Florida, Georgia, Louisiana, Mississippi, New Mexico, North and South Carolina, Oklahoma, Tennessee, Texas, Wyoming 1313 Avenue R Grand Prairie, TX 75050 Tel: 972-343-9206 9 Fax: 972-641-8946 Toll Free: 1-800-451-4414 WESTERN REGION Servicing: Alaska, Arizona, California, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington 1385 Greg Street Sparks, NV 89431 Tel: 775-331-7029 • Fax: 775-331-5075 Toll Free: 1-800-572-0051 EUROPE & MIDDLE EAST REGION Rick van Meesen, Business Director the Netherlands Tel: +31 53 5725570 Fax: +31 53 5725579 U.S. Customer Service Tel: +1 708 534 1414 LATIN AMERICA, PUERTO RICO & MEXICO Art Gutierrez, Sales Manager Tel: 813-300-3721 U.S. Customer Service Tel: 708-534-1414 • Fax: 708-534-5441 IiWiLS tar M Fire Products Division of Anvil® International ANVILSTAR CUSTOMER SERVICE CENTER Tel: 708-534-1414 • Fax: 708-534-5441 Toll Free: 1-800-301-2701 #327/ Printed in USN RPI / 2.5M /4.05/ ©2005 Anvil International, Inc. I I INNOVATIVE GROOVED SYSTEM (IGS) I I I I I I I I I WESTERN IRS: PROTECTION I I I I Victaulic FireLockTM Innovative Groove System I IGSTM for 1"IDN25 Sprinkler Pipe .6 10.54 I JGSTM U I No. 142 Style 922 Style 920N No. 101 Style 108 No. 102 Style 115 Welded Outlet Outlet-T Mechanical-T Outlet lnstallation-Ready' Installation-Ready" Installation-Ready" OGS x lGS" 90" Elbow Rigid Coupling Tee Reducing Coupling I _ I No. 148 Sprinkler No. 65 No. 144 No. 145 Female NPT No. 147 No. 143 No. 111 Reducer, NPT or Grooved End OGS x IGSTM Grooved or BSPT Threaded x Back-To-Back Close Nipple Grooved End Elbow U 11 I L I I I BSPT sprinkler outlet of Run Fitting Concentric Reducer Groove 90" Elbow No. 140 No. 141 No. 146 Cap WB-1 Male NPT or BSPT Female NPT or IGSr Weld Threaded x Groove BSPT Threaded x Plunger Cone Adapter Groove Adapter I VicFlex' Series AH1-CC Braided Flexible Hose with Captured Coupling (Refer to publication 10.95) sprinkler tee 1r, , 4. is- - 13;X - - r NAP-1 RG2100 Roll VicFlex' Series lGS' Weld Grooving Tool AH2-CC Braided Plunger Cone Flexible Hose with Captured Coupling (Refer to oublication 10.85) U ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. 1 ictaulic I I victaulic.com 1.0 PRODUCT DESCRIPTION Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials please contact Victaulic. Carbon Steel Stainless Steel For exceptions reference section 6.0 Notifications Maximum Working Pressure Up to 365 psi12517 kPa/25 bar Pipe Preparation Cut (Sch. 40) or roll (Sch. 10 or Sch. 40) grooved in accordance with publication 25.14: Victaulic IGS Groove Specifications RG2100 Grooving Capability 17DN25 Workstation designed to cut, ream and form a roll groove on carbon steel, Sch. 10 or Sch. 40 pipe This tool has a minimum pipe length requirement of 41/27114 mm 2.0 CERTIFICATION/LISTINGS USTED LI NOTES Approvals listed above do not apply to the RG2100 Roll Grooving Tool. 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: O Orange enamel Red enamel (Europe) Optional: Hot dipped galvanized Gasket: O Grade "E" EPDM (Type A) Vic-PIusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-400C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. NOTES: Reference should always be made to publication 1-100, Victaulic Field Installation Handbook for gasket lubrication instructions. Services listed are General Service Guidelines Only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: El Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 2 \JtauIiC victaulic .com 3.0 SPECIFICATIONS - MATERIAL (CONTINUED) Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type Ill Finish No. 140, 141, 142, 143, 144, 148: Carbon steel meeting the chemical and mechanical property requirements of ASTM A53 Grade A, Type E or S No. 65, 111, 145, 146, 147: Ductile iron conforming to ASTM A536, Grade 65-45-12 No. W13-1: Steel Alloy No. NAP-1: Aluminum Alloy RG2100 Roll Grooving Tool: Required Power Supply: Power Drive with Foot Switch (½ HP, Universal reversible motor, single-phase, 25-60 HZ) Accessories/Components: El Tool head assembly o Carriage assembly - accepts RG2100 tool head assembly, Standard Cutter, Standard Reamer and Standard Lever I I I I I I I I I I I I s 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 3 A—c—ta—ulice I I I I I I I victaulic.com 4.0 DIMENSIONS No. 142 Welded Outlet Actual Inside Nominal Outside Diameter Diameter Weight inches ON inches mm l. D. E to E Approximate (Each) Run x Branch Run x Branch inches mm inches mm lb kg 11/4 - 1 ½ 1.660 - 1.900 1.049 1.00 0.2 DN32-DN40 42.4-48.3 26.6 25.4 0.1 1.049 1.00 0.2 11/2 -2 1.900 - 2.375 DN40 - DNSO 48.3-60.3 26.6 25.4 0.1 1.049 1.00 0.2 2-21/2 1 2.375-3.000 1 1.315 0N50 - 0N65 0N25 60.3-76.1 33.7 26.6 25.4 0.1 1.049 1.00 0.2 21/2-3 2.875 - 3.500 0N65 - DN80 73.0-88.9 26.6 25.4 0.1 1 1.049 1.00 0.2 3-4 3.500 - 4.500 DN80- DN100 88.9-114.3 I 26.6 1 25.4 1 0.1 4.1 DIMENSIONS Style 922 Outlet-I Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximum inches inches Diameter/Hole Hole Diameter! Approximate ON mm Size Saw Size Hole Saw Size Y V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty mm mm mm mm mm mm mm kg 11/4 1.660 1 /16 1 ¼ 4.13 1.98 1.10 2.70 1.1 0N32. 42.4 2 11/830.0 32.0 105.0 50.3 27.9 68.6 0.5 1 /6 1 ¼ 4.25 2.11 1.22 2.70 1.2 11/2 1.900 ON40 48.3 2 /X13/8 30.0 32.0 108.0 53.6 31.0 68.7 0.5 1 /16 1 ¼ 4.75 2.34 1.46 2.56 1.2 2 1 2.375 1.315 0N25 60.3 33.7 2 30.0 1 32.0 120.6 59.4 37.1 1 65.1 0.5 1 I16 1 1/4 5.50 2.67 1.71 2.56 1.6 21/2 2.875 73.0 2 - 3/ x 1/8 30.0 32.0 139.7 1 67.8 43.4 65.1 0.7 2 1/iv 1'/4 5.52 1 2.75 1.71 1 2.56 1.7 0N65. 3.000 11 76.1 1 30.0 32.0 140.3 69.8 43465.1 0.8 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 ___________ C I I I I I J'tauIicr 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 victaulic.com 4.2 DIMENSIONS Style 920N Mechanical-I Outlet In * UP, ON Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximium inches inches Diameter/Hole Hole Diameter! Approximate DN mm Size Saw Size Hole Saw Size Y V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 3 3.500 1½ 15/8 6.42 3.12 2.28 2.75 2.7 DN80 1 88.9 1.315 2 ½x23/4 38.1 41.0 163.0 79.2 57.9 69.9 1.2 4 DN25 4.500 33.7 1½ 1/8 186.6 3.62 2.69 2.75 3.0 DN100 114.3 2 ½x2~ 38.1 41.0 7.35 91.9 68.3 69.10 1.4 4.3 DIMENSIONS No. 101 Installation-Ready 900 Elbow Size Bolt/Nut Dimensions Weight Actual Outside - . F Approximate Nominal Diameter Qty. Size Take Out c to E B Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches lb DIN mm mm mm mm mm mm mm kg 1 1.315 3/8 X2 1.25 2.13 4.25 2.75 2.75 2.2 DN25 33.7 M10x50 32 54 108 70 70 1.0 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. I I I I I I I I I I I I I I victaulic.com 4.4 DIMENSIONS Style 108 Installation-Ready Rigid Coupling Y YB YL YB i T' Preassem bled Assembled Pipe End Size Separation' Bolt/Nut Dimensions Weight Actual Pre-Assembled Assembled Outside Approx Nominal Diameter Allowable Qty. Size YL YB X Z YL YB X Z (Each) inches inches inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm mm mm kg 1 1.315 0.14 3/a x2 1.66 2.17 2.58 1.43 1.61 2.29 2.27 1.43 1.5 0N25 1 33.7 3.6 1 * M10x50 42.2 55.2 65.5 363 41.0 58.2 57.5 363 0.7 The allowable pipe end separation dimension shown is for system layout purposes only. FireLockTM Style 108 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to oublication 10.65 for the Style V9 sprinkler coupling. 4.5 DIMENSIONS No. 102 Installation-Ready Tee C W *1 Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to B C to R D Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches inches lb DN mm * mm mm mm mm mm mm mm kg 1 1.315 3/ex2 1.25 2.13 2.13 4.13 2.75 2.75 3.0 DN25 - 33.7 - M10x50 1 32 54 1 54 105, _70 70 1.4 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 6 \/tauIic I I I I I I I L] LI 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 4.6 DIMENSIONS Style 115 OGS x IGS Reducing Coupling V Pre-Assembled Assembled Pipe End Dimensions Pre-Assembled Assembled Size Separation2 Bolt/Nut Weight Actual Approximate Nominal Outside Diameter Allowable Qty. Size X V Z X V Z (Each) inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm kg 11/4 1.660 0.14 %x2 3.13 4.75 1.75 2.63 4.75 1.75 1.9 DN32 1 42.4 1.315 3.6 2 M10x50 79 121 44 67 121 44 0.9 1½ DN25 1.900 337 0.14 3,x2 3.25 4.88 1.75 2.88 4.88 1.75 2.1 DN40 48.3 3.6 2 M10x50 83 124 44 73 124 44 1 0.9 2 The allowable pipe end separation dimension shown is for system layout purposes only. FireLock Style 115 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. I I I I I I I I I I victaulic.com 4.7 DIMENSIONS No. 148 Sprinkler Reducer E1Efl LL, Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN DN kg 3 1 1.315 ½ 3/4 0.4 76 DN25 33.7 DN15 DN20 0.2 3.5 1 1.315 ½ 3/4 0.5 89 0N25 33.7 DN15 DN20 0.2 4 1 1,315 ½ 3/4 0.6 102 0N25 33.7 DN15 DN20 0.3 4.5 1 1.315 ½ 3/4 0.6 114 0N25 33.7 0N15 DN20 0.3 5 1 1.315 ½ 3/4 0.7 127 DN25 33.7 DN15 DN20 0.3 5.5 1 1.315 ½ 3/4 0.8 140 DN25 33.7 DN15 DN20 0.3 6 1 1.315 ½ 3/4 0.8 152 DN25 33.7 DN15 DN20 0.4 12 1 1.315 ½ 3/4 1.7 305 DN25 33.7 DN15 DN20 0.8 18 1 1.315 ½ - 3N4 2.5 - _457 DN25 1 33.7 DN15 DN20 1.1 24 1 1.315 ½ 3/4 3.4 610 DN25 33.7 DN15 DN20 1 1.5 30 1 1.315 ½ ~ 4.2 762 DN25 33.7 DN15 DN2O 1.9 NOTE NPT or BSPT available It is acceptable to cut and groove any No. 148 longer than 6/152mm. The minimum allowable cut length is 6'/152mm for a No. 148. No. 148 Double Ended Sprinkler Reducer E to 0 LLJ Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN DN kg 36 1 1.315 ½ 3/4 5.0 914 0N25 33.7 DN15 DN20 2.3 NOTE 36"/914mm size features sprinkler outlet on both ends for field fabrication. 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 8 '04tauiic I I I I I I I -11,. A -Ct a -U, ii t: r 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 9 4.8 DIMENSIONS No. 65 IGS Grooved End of Run Fitting Size Dimensions Weight Actual Approximate Nominal Outside Diameter C to E (Each) inches inches inches lb DN mm mm kg 11/4 1.660 1.88 0.7 DN32 42.4 48 0.3 2.00 0.8 1 ½ 1.900 ON40 48.3 51 0.4 2.25 1.2 2 2.375 DN50 1 21/2 0N25 60.3 1.315 2.875 33.7 57 0.5 2.50 1.6 73.0 64 0.7 2.50 1.7 3.000 DN65 76.1 64 0.8 2.75 2.6 3 3.500 DN80 88.9 70 1.2 4.9 DIMENSIONS No. 144 OGS x IGS Grooved Concentric Reducer ff Size Dimensions Weight Actual Approximate Nominal Outside Diameter E to E (Each) inches inches inches lb ON mm mm kg 1¼ 1.660 3.00 0.5 DN32 1 42.4 1.315 76 0.2 1½ DN25 1.900 33.7 3.00 0.6 DN40 48.3 76 0.2 I I I I I I I I I I I I victaulic.com 4.10 DIMENSIONS No. 145 Female Threaded x Groove 90" Elbow Size Dimensions Weight Actual Outside Nominal Diameter inches inches Approximate ON mm C-TE inches C-GE inches (Each) lb Threaded Grooved Threaded Grooved Outlet Outlet Outlet Outlet mm mm kg ½ 0.840 1.45 1.60 0.5 DN15 21.3 36.8 40.6 0.2 1.45 36.8 1.60 40.6 0.5 0.2 3/4 1 0N20 DN25 1.050 1.315 26.9 33.7 1.50 1.60 0.5 1 1.315 DN25 33.7 - 38.1 40.6 0.2 4.11 DIMENSIONS No. 147 Back-To-Back Sprinkler Tee C toTE-'-C toTE CtoGE Size Dimensions Weight Nominal Actual Outside Diameter inches inches Approximate DN mm C-TE inches c-GE inches (Each) lb Threaded Threaded Grooved Threaded Threaded Grooved Outlet Outlet Outlet Outlet Outlet Outlet mm mm kg 1h 1/2 1 0.840 0.840 1.315 1.75 1.60 0.7 DN15 DN15 DN25 21.3 21.3 33.7 445 40.6 0.3 NOTE: Approved for use with one or two ½" NPT Sprinklers threaded directly into outlet connection(s). 4.12 DIMENSIONS No. 111 Grooved End Elbow C to1SE Size Dimensions Weight Actual Outside Approximate Nominal Diameter C to LE C to SE (Each) inches inches inches inches lb ON mm mm mm kg 1 1.315 2.70 1.50 0.6 DN25 33.7 - 69 38 0.3 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 04tauiia 4.13 DIMENSIONS No. 143 Close Nipple Size Dimensions Weight Actual Outside Approximate Nominal Diameter E to E (Each) inches inches inches lb DN mm mm kg 1.53 0.2 38 0.1 2 0.3 51 0.1 2.5 0.4 64 0.2 3 0.4 1 1.315 76 0.2 3.5 0.5 DN25 33.7 89 0.2 4 0.6 102 0.3 4.5 0.6 114 0.3 5 0.7 127 0.3 Bolt pad interferences may occur in some installation configurations. 4.14 DIMENSIONS No. 140 Male Threaded x Groove Adapter E to E I L I I I I I I I I Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.50 0.3 DN25 33.7 63.5 0.1 No. 141 Female Threaded x Groove Adapter EtoE El Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.00 0.5 DN25 1 50.8 0.2 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 11 I I I I I I I I I JtauIic victaulic.com 4.15 DIMENSIONS No. 146 Cap Size Dimensions Weight Actual Outside Approximate Nominal Diameter T (Each) inches inches inches lb DN mm mm kg 1 1.315 0.55 0.2 DN25 33.7 14.0 0.1 4.16 DIMENSIONS WB-i Weld Plunger Cone PD21 i E to E DI Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 3.75 1.63 2.00 2.2 - 95.3 41.3 50.8 51.0 NOTE Wa-i Weld Plunger Cones are for use with the No; 142 weld outlets and protect the groove during weld process. NAP-1 Weld Plunger Cone PT Li Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 1.75 1.88 1.50 0.3 44.5 47.6 38.0 0.2 NOTE NAP-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 12 ,4tauiic 4.17 DIMENSIONS RG2100 Roll Grooving Tool Tool A B C Weight inches inches inches lb mm mm mm kg 8.5 17.1 8.7 37.5 216 435 222 17.0 W I . 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 13 #4'tauiic I I I I I I I I I I E I 1 I I 1 I 1 victaulic.com 5.0 PERFORMANCE Friction Flow Data Size EquivalentLength of 1" Sch. 40 Pipe (C=120) Actual No. 102 No. 102 Nominal Outside Diameter No. 101 (Branch) (Run) No. 111 Style 115 No. 148 No. 144 inches inches feet feet feet feet feet feet feet DN mm Style 922 Style 920N meters meters meters meters meters meters meters 1 1.315 See publication See publication 2.0 5.0 2.7 1.5 DN25 33.7 1Q52 112 0.61 1.52 0.82 0.45 - See note - 5.7 3.9 11/4 1 1.660 1.315 DN32 DN25 42.4 33.7 - - - - - 1.74 - 1.19 5.0 4.3 11/2 1.900 DN40 48.3 - - - - - - 1.52 - 1.31 NOTE In accordance with NFPA 13, friction loss shall be excluded for fittings directly connected to a sprinkler. For hydraulic calculations, Victaulic recommends using the installed length (E-E or cut length) of the No. 148 Sprinkler Reducer as the equivalent length of 1/DN25 Sch. 40 pipe. 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 14 \,4tauIic 5.0 PERFORMANCE (CONTINUED) Maximum Working Pressure cULus FM LPCB VdS psi psi psi psi kPa kPa kPa kPa Style/No. bar bar bar bar 1424 365 365 365 232 2517 2517 2517 1600 25 25 25 16 9224 300 300 365 232 2100 2100 2517 1600 _________ 21 21 25 16 920N4 365 300 365 232 2517 2100 2517 1600 25 21 25 - 16 1015 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1085 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1025 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1154 365 365 365 232 2517 2517 2517 1600 25 25 25 16 148 365 365 365 232 2517 2517 2517 1600 25 25 25 16 65 365 365 365 232 2517 2517 2517 1600 25 25 25 16 144 365 365 365 232 2517 2517 2517 1600 25 25 25 16 145 365 365 365 232 2517 2517 2517 1600 25 25 25 16 147 365 365 2517 2517 N/A N/A 25 25 143 365 365 365 232 2517 2517 2517 1600 25 25 25 16 111 365 365 2517 2517 N/A N/A 25 25 140 365 365 365 232 2517 2517 2517 1600 25 25 25 16 141 365 365 365 232 2517 2517 2517 1600 25 25 25 16 146 365 365 365 232 2517 2517 2517 1600 25 25 1 25 16 Maximum pressure rating is 300 psi/21 bar when installed on lightwall Maximum pressure rating is 300 psi / 21 bar when installed on lightwall steel pipe, as follows: steel pipe, as follows: Mega-Flow and Mega-Flow-GF steel pipe manufactured by Wheatland Mega-Thread steel pipe manufactured by Wheatland Tube Co. Tube Co. MILT steel pipe manufactured by Wheatland Tube Co Mega-Thread steel pipe manufactured by Wheatland Tube Co. WLS steel pipe manufactured by Wheatland Tube Co MLT steel pipe manufactured by Wheatland Tube Co. Eddythread steel pipe manufactured by Bull Moose Tube Co. WLS steel pipe manufactured by Wheatland Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. Eddy Flow steel pipe manufactured by Bull Moose Tube Co. Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. Fire-Flo steel pipe manufactured by Youngstown Tube Co. Easy-Flow pipe manufactured by Borusan Mannesmann 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 15 4tauIicr I I I I I I I I I I I I I I I I I I vkfiiIir mm 6.0 NOTIFICATIONS WARNING m Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. A WARNING I Failure to follow instructions and warnings could result in serious personal injury, I property damage, and/or product damage. Before operating or servicing any grooving tools, read all instructions in the manual and all warning labels on the tool. 0 • Wear safety glasses, hardhat, foot protection, and hearing protection while working around the tool. Save the operating and maintenance manual in a place accessible to all operators of the tool If you need additional copies of any literature, or if you have questions concerning the safe and proper operation of the tool, contact Victaulic, P.O. Box 31, Easton, PA 18044-0031, Phone: 1-800-PICK VIC, E-Mail: pickvic@victaulic.com. NOTICE Victaulic does not recommend the use of any furnace butt-welded pipe with sizes 27DN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 10.54 10161 Rev I Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 16 \4taulicr victaulic.com 7.0 REFERENCE MATERIALS 1006: FireLock Installation-Ready Fittings 10.52: Style 922 Outlet Tee 10.85: VicFlex Series AH2 ad AH2-CC Braided Hose 11.02 Mechanical-T Bolted Branch Outlets 25.14: Victaulic IGS Groove Specification 1-101-103: pireLockrM lnstaIlgtion -Read yTM Fittings Installation Instruction 1-102: FireLockTM lnstallationReadyrM Fittings Installation Instruction 1-108: FireLockTM lnstaIlationReadyTM Coupling 1-115: FireLock E ZTM lnstallationReadvTM Reducing Coupling Installation Instruction l-ENDCAP: Victaulic End Can Installation Safety Instructions l-V9; Stale V9 Victaulic FireLocknM IGSTM Installation- Read vmM Sprinkler Coupling TM-RG2100: Operating and Maintenance Instructions Manual Victaulic No. 148 Length ½" DN15 outlet j 3/4" DN20 outlet Equivalent Length of 1" E to E Sched. 40 Pipe (C=120) inches feet mm meters 56 6.6 3.8 152 2.0 1.2 6-12 5.5 3.8 152-305 1.7 1.2 12-18 6.2 4.3 305-457 1.9 1.3 18-24 6.7 4.7 457-610 2.0 1.4 24-30 7.1 5.2 610-762 2.2 1.6 30-36 7.4 5.4 762-914 2.3 1 1.6 NOTE When installed in pipe to pipe connections or it is required by the authority having jurisdiction, the equivalent length data in the table above may apply. I I I ri I I I I I I I I I I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry tube installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Netting in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights is POP format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patentor other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.54 10161 Rev I Updated 08/2020 02020 Victaulic Company. All rights reserved. I victaulic.com 17 JtauIic" I I I INSTALLATION INSTRUCTIONS 1-142 No. 142 Saddle-Cut Welded Outlet WARNING IN Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear required personal protective equipment during the welding process, and follow all jobsite regulations regarding welding safety. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. SADDLE-CUT WELDED OUTLET INFORMATION AND RECOMMENDED WELD DETAIL Exaggerated for Clarity NOTES: Victaulic No. 142 Saddle-Cut Welded Outlet Material: Carbon steel pipe meeting the chemical and mechanical property requirements of ASTM A53, Grade A, Type E or S Victaulic No. 142 Saddle-Cut Welded Outlet Coating: Unpainted with rust-inhibiting coating applied Recommended Hole Size Drilling Prior to Welding: 11A6-inch Drilling After Welding: 1-inch minimum, 11/32-inch maximum Weld procedure by others - Verify that the correct size Victaulic No. 142 Saddle-Cut Welded Outlet is being used for header pipe - Remove all oil, grease, and dirt from outlet prior to welding - Place outlet directly on header pipe prior to welding Minimize heat during welding - Excessive heat buildup may result in groove or pipe distortion or a bent header pipe - After welding, the outlet shall be generally perpendicular to the header pipe Gasket sealing surface of outlet shall be free from indentations, projections, weld splatter, and loose paint to ensure a leak-tight seal - Remove all oil, grease, dirt, rust, and loose paint from gasket sealing surface of outlet prior to mating coupling installation For complete contact information, visit victaulic.com 1-142 12900 REV B UPDATED 10/2019 Z000142000 ictaulic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY AND/OR ITS AFFILIATED ENTITIES IN THE UNITED STATES AND/OR OTHER COUNTRIES. © 2019 VICTAULIC COMPANY. ALL RIGHTS RESERVED. I Victaul ic® VicFlexTM Sprinkler Fittings I Series AH2 and AH2-CC Braided Flexible Hoses 4tauIicr 10.85 k Flex" ) (( Series AH2 1.0 PRODUCT DESCRIPTION Available Sizes by Component I . Series AH2 1''/DN25 Nominal ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140 mm straight reducer. . Series AH2-CC 1"IDN25 Nominal ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. I Note: length includes captured coupling and 5.757140mm straight reducer. Sprinkler Reducers: Sprinkler Connections: ½ and 4/15 and 20 mm I . Straight Lengths: 5.75, 9, 13/140, 230, 330 mm 90" Elbows: Short (typically used with concealed sprinklers) I . Long (typically used with recessed pendent sprinklers) Low Profile Short (for use with Style AB5, AB11, AB12, ABBA and ABMM Bracket) Low Profile Long (for use with Style AB5, AB11, AB12, ABBA and ABMM Bracket) I . Inlet Connections: . 1725 mm Grooved IGS 1'725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. I . 3/4"/20 mm NPT or BSPT adapter nipples available for VdS. . 11/47 32 mm BSPT adapter nipples available for LPCB. I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I I victaulic.com 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. 1 ictaulic virfiiiIirtnm 1.0 PRODUCT DESCRIPTION (Continued) Brackets: Style AB1 for suspended and hard-lid ceilings and sidewalls, allows installation before most ceiling tiles in place Style AB2 for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style A133 for surface mount applications, wood, metal and block walls, or ceilings Style A134 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB5 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style AN for suspended and hard-lid ceilings Style AB7 Adjustable for suspended and hard-lid ceilings Style AB8 for hard-lid ceilings with CD 60/27 profile metal studs (regionally available) Style AB9 for hard-lid ceilings with hat furring channel grid systems Style AB10 for Armstrong® TechZonelM ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 900 low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 47100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings Maximum Working Temperature 2250F/1070C Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) Connections To adapter nipple (inlet) via 1/25.4mm Grooved IGS Y/25.4 mm NPT or BSPT male thread 3/4720 mm BSPT male thread (VdS only) 11/4732 mm BSPT male thread (LPCB only) To sprinkler head (outlet) via ½ or 3/4715 mm or 20 mm Minimum Bend Radius 7/178mm (FM/CCCf Approval) 2/51 mm (cULus Listed) 3776.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors FM (1/2715mm reducer) K5.6/8,1 (S.l.), (34/20mm reducer) K14.0/20,2 (SI.) cULus (V2715 mm reducer) K8.0/11,5 (SI.), (3%/20mm reducer) K14.0/20,2 (SI.) VdS/LPCB (1/2"/15 mm reducer) K5.6/8,1 (SI.), (3%/20mm reducer) K8.0/11,5 (SI.) 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com '4tauiic victaulic.com 2.0 CERTIFICATION/LISTINGS c®us LISTED NOTE The VicFIex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlarneGaurd® Installer Protection Plan. 3.0 SPECIFICATIONS - MATERIAL Series AH2 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducer (½"/l5 mm or 3/4'720 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC Flexible Hose 300 series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel 'Gasket Seal: Victaulic EDM Isolation Ring: Nylon Coupling Retainer Ring Polyethelene ' Nut and Nipple: Carbon Steel, Zinc Plated Reducer (½"/l5 mm or 3/4"/20mm): Carbon Steel, Zinc-Plated . Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395,' Grade 65-45-15, is available upon special request Coupling Housing Coating Orange enamel (North America, Asia Pacific). . -Red enamel (Europe) ,Hot dipped galvanized Gasket:' Y'Grade "E" EPbM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc.,Underwriters Laboratories of - Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure., Services listed are General Service Guidelines only. it should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not, compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183.' Linkage CrMo Alloy Steel zinc electroplated per ASTM B633Zn/Fe5 Type Ill Finish 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 3 Atc--va-ulicr I I I I I I L17 F~ I I I I I I I I I I I victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose 6LiA3 r==' _________________________________ B _____________________________ Hose Length Dimensions Hose Length inches mm A inches mm B inches mm 31/790 25.3/641 31/790 36/915 31.3/794 36/915 48/1219 42.3/1073 48/1220 60/1525 54.3/1378 60/1525 72/1830 i 66.3/1683 i 72/1830 Series 110 Nil : -Hosei 0 €e : IIFIIIIIIIIIIIIIIIIlIIIIIIH!11 Hose Length inches mm A inches mm B inches mm 31/790 24.5/622 29.8/757 36/915 29.5/749 34.8/884 48/1219 415/1054 1 468/1189 60/1525 53.5/1359 58.8/1494 72/1830 65.5/1664 70.8/1798 Item Description 1 Flexible Hose 2 Isolation Ring 3 . Gasket 4 Nut - Adapter Nipple 6 Braid 7 - Collar/Weld Fitting 8 Sleeve Item Description 1 Flexible Hose - 2 Isolation Ring 3 Gasket 4 Nut 5 Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 4 'ir.J(ctauiic. victaulic.com I 4.0 DIMENSIONS (Continued) Standard Reducer I IIlII,1IIIyIII! 1 9 IIItIIIIHIlI 5.757140 mm straight reducer Optional Reducers 11clllllIlllllllI011ll IIIII 9.0/229 mm straight reducer I Iii 1IIIIIIIIIIMIII 13.0/330 mm straight reducer P 2.62/ 66.5mm 66.5 mm I 4.83"/ 1697i 122.7 )mm Short 90° elbow reducer Long 90° elbow reducer I NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile 4.597 2.847 f7~2 m m L 1.4'! 1.4/ - 36mm 36 mm Short 9 I 4 ) * 0° elbow reducer Long 90° elbow reducer NOTE I . Style AB11: When low profiles elbows are used with the Style AB11 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent sprinklers. I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 5 'j(ctiuIic I 4.1 DIMENSIONS VicFlex Brackets Styic AB1 Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed (Style AB2 ,'O 'Suspended Ceilings' .::Hard-Li d Ceilings Iltem' Ibescription iL 1 24"/610 mm or 4871219mm Square Bar [ 2 !Patented Vertically Adjustable Center Bracket r 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cuLus listed Style AB3 Surface Mount Applications FM/LPCB Approved 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 6 An—ta—ulicr VicF!ex Brackets Style A04 Hard-Lid Ceilings with Hat furring channel grid system Item Description 1 24"/610mm0r48"/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. -Styk AB5 Hard-Lid Ceilings Item Description 1 24/610mm 0r48'/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket - NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Style AB7 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented 1-Bee2 Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. Style AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description 1 700mm or 1400mm Square Bar 2 Patented 1-Bee2 Center Bracket 3 - End Bracket (adjustable) NOTE Both sizes FM/VdS/LPCB Approved. I I I I I I I I I I I I I I I I I I I victaulic.com 4.2 DIMENSIONS 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 7 XA2_________ victaulic.com 4.3 DIMENSIONS VicF!ex Brackets Se A98— Hard-Lid Ceilings Item Description 1 700mmorl400mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. —SA8iQ Suspended ceilings Armstrong® lechZon&M Item Description 1 6°/152mm Square Bar 2 Patented 1 -Bee2l Center Bracket 3 End Bracket NOTE FM/VdS/LPCB Approved, cULus listed. Style AD11 Suspended ceilings Hard-Lid ceilings Item Description 1 24/610mm 0r48 /1219mm Square Bar 2 Patented 1-Bee2 Center Bracket - 3 End Bracket NOTE FM/VdS Approved, cULus listed. Styk AB12 Suspended ceilings Hard-Lid ceilings Item Description 1 Style AB1 2 Bracket Body 2 #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 8 'j#(tauIic Style ABMM Surface mount Stand-off mount Item Description 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 x 1 x 15.24, 125 Torx Drive Recessed I I I I victaulic.com 4.3 DIMENSIONS (CONTINUED) VicF!ex Brackets Style ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar - Cap Screw, Serated Flange, M6 x 1 x 20, T25 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x 1 x 15.24, 125 Torx Drive Recessed I I I I I I I F I I I I I I H 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 9 victaulic.com 4.4 DIMENSIONS Clearances Sorioc f\H2 Braidod Hoco 3nd Style A91 9r3ckot A Bracket See Chart Assembly 2W/6O mm 2h'/6B mm Style A81 NTf / max. hole max. hole mm. hole mm. hole Typical 15.9 mm 1.7'/43 mm mm 2/51 mm 21/8760 mm I MR eiling Typical ceiling ctIlj grid Finished ceiling face See note 24'/610 mm or V27 V38 48/1219mm on Pendent Center Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4"½" 3/4" ½" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/V Max Recess ½' Max Recess 3/4! Max Recess ½' Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 - Bend Radius 50 80 175 'W 'Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victautic Company. All rights reserved. victaulic.com 10 ___________ 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket #10 self tapping screws for metal ceiling joist Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 WI 20mm ½ 113mm 3/4 120mm 3/4 120mm WI 13mm /4l 20mm 3/V 120mm ½ 113mm WI 20mm Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4" I 20mm 3/4" 120mm ½' 113mm Max Recess Sidewall Max Recess inches inches inches mm mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Vrctaulic company. All rights reserved. victaulic.com 11 j -to uIic I I I I I I I I I I I I I I I I I I I victaulic.com 4.6 DIMENSIONS Clearances 60r103 AH2 I3rcidcd I Io3e amd Style AB4 Bckt A 236/60mm 2131/768 mm See Chart Max. hole max. hole 2/51 mm 236760mm mm. hole mm. hole Typical 4 finished I :eiling lace I 7/r723 mm] Typical V27 V38 ceiling grid Pendent II- /s715.9 mr Typical See note ceiling tile Typical 167406 mm - 24"/610 mm on Center Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" W. 3/4" W. V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4"Max Recess ½" Max Recess 3/4" Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 2.0 3.0 3.0 7.0 7.0 - Bend Radius 50 50 80 80 175 175 "A" Minimum Required 8.8 10.2 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 12 'J(taulic I I I I I I I I I I I 4.7 DIMENSIONS Clearances 6criO3 Al 12 Broidod Hoco ond Style A5 raoket See Chart Bracket 222:12,_ p Assembly 2N . e max hole max. hole I _57 m 2751 mm 2W/60 mm 2751 mm min. hole min, hole min. hole MetalStud 167406 mm Drywall - U Stud C/C V27 V38 V27 Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4"120mm WI 13mm WI 20mm WI 20mm WI 13mm 3/4 I20mm WI 20mm WI 13mm 314!'I20mm Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.0 7.7 6.1 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4°I20mm WI 13mm WI 20mm WI 13mm WI 13mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victauliC.com 13 '%#'tauIiill victauliccom 4.8 DIMENSIONS Clearances 3&ie Al 12 Drided I Ioe and Otyle AB11 Bracket (LOW PflOFILE SOLUTION) LIU 2/8"/60 mm 21N6/68 mm I '- Bracket 2/51 mm 21/8"/60 mm min. hole min. hole A StyleABli See Chart P mm Assembly max. hole max. hole 19iIullilhiiiiiiillliii.rIJ:Li —'4 Finished 1.7/43 mm Typical /8"/l 5.9mm ceiling ceflg grid Typical See Note 24'7610 mm or face ceiling tile V27 V38 4871219 mm on center Pendent Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/V120mm 1/2 113mm Max Recess" Max Recess inches inches mm mm "A" Minimum Required 4.0 3.9 Installation 102 99 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 14 '/tauIic Typical Ceiling V2707 W/12.7 mm MAX. RECESS 29 mm Square bar I inch/ 37 0 Ser Square Nominal Ic 473556 lypical celrrflg V2707 W/19 mm MAX. RECESS 56 mm 3,947 ~0.287 100 mm 7mm 2.94/ 100mm I I I I I I I I I I I I I I I I I I I victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bracket Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Recessed Sprinkler and Low Profile Short Elbow Straight 5.757140mm Reducer Im Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4!719 MM 3/4'719 MM 31419 MM 3/4'719 MM 3/~/19mm Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 9.3 15.0 16.6 A Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 236.2 381.0 421.6 Distance from Top of B Typical Ceiling Tile to 05 20 15 15 15 15 30 30 30 30 Bottom_of Gate 12.7 50.8 38.1 38.1 38.1 38.1 76.2 76.2 76.2 76.2 * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 15 $taUIiC victaulic.com 4.10 DIMENSIONS Clearances Style AB3 and ABMM Braeket Surface Mount Application with Recessed Sprinkler 2/51 mm mm. hole Hose Clearances inches inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm Walilhickness 2 4 6 8 10 2 4 6 8 10 'IN,50 100 150 200 250 50 100 150 200 250 Outlet Length 5.751 9 1 13 5.75 9 13 9 13 13 13 5.75 9 13 5.75 9 13 9 13 13 13 "B" 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 HoseClearance 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 I.C. 294 376 478 243 325 427 275 376 325 275 319 402 503 1 268 351 452 300 402 351 300 Bend Radius 7 8 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 16 JAic- tauIiC victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers LISTED Style AB1, AB2, AB4, AB5 and AB10 Brackets Maximum Equivalent Length Number of of 1733.7 mm 0 Bends at 2751 mm 90 Sch. 40 Pipe (C=120) Bend Radius inches/mm inches/mm/type feet/meters 31/790 1/2"/15/Straight 16/4.9 4 3/4'/20/Straight 17/5.2 4 36/915 1/2715/Straight 21/6.4 5 3/4'/20/Straight 23/7.0 5 48/1220 /2/15/Straight 32/9.8 8 3/4'/20/Straight 37/11.3 8 60/1525 1/2715/Straight 46/14.0 10 3/4'/20/Straight 46/14.0 10 72/1830 /2/15/Straight 55/16.8 12 1/4"/20/Straight 53/16.2 12 Series AH2 and AH2-CC Braided Hose with 90° Low Profile Elbows LISTED Style AB11 VicFlex Bracket Maximum Equivalent Length Number of of 1/33.7mm 0 Bends at 2751 mm 90 Sch. 40 Pipe Bend Radius inches/mm inches/mm feet/meters 31/790 ½/iS 24/7.3 4 :Y4'/20 24/7.3 4 36/915 '/15 26/7.9 5 ½ 1/4'/20 28/8.5 5 48/1220 1/2 /15 43/13.1 8 3/4'/20 42/12.8 8 60/1525 ½/15 49/14.9 10 50/15.2 10 72/1830 1/2 /15 65/19.8 12 3/4"/20 63/19.2 12 I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 17 J(tauIic I I I I I I I I I I I I I 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches/ inches/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ mm mm meters meters meters meters meters meters meters I meters meters meters I meters meters ½!15 8.5!2.6 11.0!3.4 13.0!4.0 16.0!4.9 N.A N.A N.A I N.A N.A N.A N.A N.A 31!790 /4"!20 10.0/3.0 12.5!3.8 14.0!4.3 17.0!5.2 N.A N.A N.A N.A N.A N.A N.A N.A 1/2 715 13.5/4.1 16.0!4.9 18.0!5.5 19.0!5.8 21.0!6.4 N.A N.A N.A N.A N.A N.A N.A 36!915 3/4 720 14.0!4.3 17.0/5.2 19.5!5.9 20.0!6.1 23.0!7.0 N.A N.A N.A N.A N.A N.A N.A 1/27 15 15.5!4.7 17.0/5.2 19.5!5.9 20.0!6.1 21.0!6.4 22.0!6.7 28.0/8.5 32.0/9.8 N.A N.A N.A N.A 48!1220 /!2O 17.0!5.2 19.0/5.8 21.5!6.6 24.5!7.5 26.0/7.9 27.0!8.2 30.0!9.1 37.0/11.3 N.A N.A N.A N.A W/15 21.5!6.6 24.0!7.3 27.0!8.2 28.5/8.7 30.0!9.1 31.0!9.4 37.0!11.3 42.0!12.8 44.0!13.4 46.0!14.0 N.A N.A 60!1525 /4'720 23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 30.5!9.3 31.0!9.4 38.0!11.6 42.0!12.8 44.0!13.4 46.0/14.0 N.A N.A W!15 30.0!9.1 32.0/9.8 36.5/11.1 37.5/11.4 40.5!12.5 41.0/12.8 42.0/12.8 46.0/14.0 49.0!14.9 52.0/15.8 54.0!16.5 55.0!16.8 72!1830 ~720 32.0!9.8 1 32.5!9.9 35.0/10.7 35.5/10.8 40.0/12.3 40.5/12.3 41.0!12.5 46.0/14.0 50.0/15.2 51.0/15.5 52.0/15.8 53.0/16.2 NOTES: Values for use with 5.75/140mm straight reducers. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 18 jtauIic I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 19 victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, A134, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm/type Equivalent Length of 1733.7 mm Sch. 40 Pipe feet/meters Maximum Number of 900 Bends at 7/178mm Bend Radius 31/790 5•6/8.1 1/2'715/Straight 13.8/4.2 2 23.5/7.1 1/20/15/90 Elbow 36/915 5.6/8.1 1/2"/15/Straight 16.6/5.1 2 25.6/7.8 1/2'/15/90 Elbow 48/1220 5.6/8.1 1/2"/15/Straight 23.4/7.1 3 30.7/9.3 1/2'/15/90' Elbow 60/1525 5•6/8 . 1 1/2 /15/Straight 30.2/9.2 4 35.9/10.9 1/2"/15/90 Elbow 72/1830 5.6/8.1 1/20/1 5/Straight 37.0/11.3 4 41.1/12.5 1/2"/15/90' Elbow 31/790 8.0/11.5 3/4"/20/Straight 16.8/5.1 2 16.8/5.1 /4/20/90 Elbow 36/915 8.0/11.5 .0 34"/20/Straight 20/6.0 2 19.7/6.0 /4/20/9O Elbow 48/1220 80/115 3/4'/20/Straight 27.8/8.4 3 26.6/8.1 /"/20/90 Elbow 60/1525 8.0/11.5 3/4'/20/Straight 35.7/10.9 4 33.6/10.2 3/4"/20/90 Elbow 72/1830 8.0/11.5 /4/20/Straight 43.5/13.2 4 40.6/12.2 3/4V20/90 Elbow 31/790 11. 2/16.1 3/4 /20/Straight 16.5/5.0 2 17.8/5.4 3/4"/20/90 Elbow 36/915 112/161 3/4 /20/Straight 19.5/5.9 2 20.7/6.3 3/4'/20/90 Elbow 48/1220 11.2/16.1 3/4 /20/Straight 26.7/8.1 3 27.9/8.5 3/4'/20/90' Elbow 60/1525 11.2/16.1 34"/20/Straight 33.9/10.3 4 35/10.7 /4"/20/90 Elbow 72/1830 112/161 /4/20/Straight 41.3/12.5 4 42.2/12.8 3/4"/20/90 Elbow 31/790 14.0/20.2 3/4"/20/Straight 14.9/4.5 2 15.5/4.72 34/20/900 Elbow 36/915 6/15 14.0/20 • 2 /4/20/Straight 19.4/5.9 2 19.6/5.9 1/4/20/900 Elbow 48/1220 14.0/20 . 2 1/4"/20/Straight 30.3/9.2 - 3 29.5/8.9 /4"/20/90 Elbow 60/1525 14•0/202 • 3/4"/20/Straight 33.9/103 4 34.1/10.4 /4'/20/90 Elbow 72/183 0 - 0/202 14. . - /4/20/Straight 37.5/11.4 4 38.6/11.7 /4'/20/90 Elbow FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2.5, and 2.8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 90 bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 2400, which is less than the allowable 2700. I I I I I I I I I I I I I I I victaulic.com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicFlex Bracket Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm Equivalent Length of 1"/33.7mm Sch. 40 Pipe feet/meters Maximum Number of 900 Bends at 7/178mm Bend Radius 31/790 5.6/8.1 ½/15 13.7/4.2 2 36/915 5.6/8.1 1/2715 17.0/5.2 2 48/1220 5.6/8.1 '/2 15 25.0/7.6 3 60/1525 5.6/8.1 ½'I15 33.0/10.1 4 72/1830 5.6/8.1 1/21/15 41.1/12.5 4 31/790 8.0/11.5 1/4'/20 13.6/4.14 2 36/915 8.0/11.5 W/20 16.9/5.2 2 48/1220 8.0/11.5 3/4 /20 27.8/8.5 3 60/1525 8.0/11.5 /4/20 32.6/9.9 4 72/1830 8.0/11.5 /4/20 40.6/12.4 4 31/790 11.2/16.1 /4"I20 13.7/4.2 2 36/915 11.2/16.1 1/4'/20 17.0/5.2 2 48/1220 11.2/16.1 1/4'/20 24.9/7.6 3 60/1525 11.2/16.1 /4/20 32.9/10.0 4 72/1830 11.2/16.1 /4/20 40.9/12.5 4 31/790 14.0/20.2 /4I20 13.5/4.1 2 36/915 14.0/20.2 /4/20 16.8/5.1 2 48/1220 14.0/20.2 3/4'/20 24.7/7.5 3 60/1525 14.0/20.2 3/4"/20 32.7/9.9 4 72/1830 14.0/20.2 /4/20 40.7/12.4 4 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 20 JtauIic 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose Style AB1, AB2, A134, A135, AB7, AB7 Adj., AB8, AB10, AB11 and AB12 Brackets Equivalent Length of Maximum Number Length of steel pipe according to of 90' Bends at Stainless Steel Outlet EN 10255 ON 25 3776.2mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches meters/feet meters/feet 31/790 15mm/½ 55/18.0 3 20mm/3/4 15mm/½ 36/915 6.4/21.0 3 20mm/3/4 15mm/1/2 48/1220 8.5/27.9 3 20mm/3/4 15mm/½' 60/1525 10.7/35.1 4 20mm/3/4 15mm/½' 72/1830 12.8/42.0 4 20mm/l/4 VDS CEILING MANUFACTURERS LIST AB1, A132, A87, AB10 ,AB11 AB4 A135, All 1. AMF No specific approval 1. Hilti 2. Armstrong Knauf Chicago Metallic 3. Lafarge 4. Dipling 4. Lindner 5. Durlum 5. Rigips Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn Series AH2 and AH2-CC Braided Hose EL1 Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, and -AB1O Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 90" Bends at Flexible Outlet EN 10255 ON 25 3/76.2mm Hose Size . (33,7 x.3,25) Bend Radius mm/inches I mm/inches/type meters/feet 790/31 15mm/1/2 /Straight 18/60 20mm/3/4"/Straight 2 915/36 15mm/½'/Straight 3.6/11.9 20 mm/3%/Straight 3 1220/48 15mm/W/Straight 4.3/14.0 20mm/3/4 /Straight 3 1525/60 lsmm/½VStraight 4.1/13.6 20mm/3/4_/Straight 3 1830/72 l5mm/'/z"/Straight 5.5/18.1 I 3 20mm/3/4_/Straiqht Series AH2 Braided Hose Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, AB10 and A812 Brackets Length of Flexible Equivalent Length of Hose 1733.7 mm Sch. 40 Pipe mm inches Straight Configuration Bend Configuration 790 0.87 2.70 31 , 2.9 8.9 915 1.00 2.80 36 3.3 9.2 1220 2.23 4.66 48 7.3 15.3 1525 2.90 6.5 60 9.5 21.3 1830 3.31 7.16 72 10.9 , 23.5 CCCF NOTE Friction loss data is in accordance with 0B5135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 21 ___________ 6.0 NOTIFICATIONS A WARNING %,wad Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Always verify that the piping system has been completely depressurized and drained immediately prior to installa- tion, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. A WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 22 'j4 —to uiic I I I I I \4tlIluIicr 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved, victaulic.com 23 victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicFlex Maximum Load Values Series AH2 Hose with 24" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N Ib/linearft N/linearm 31/790 0.8 5.2 23 2.6 38 36/915 5.5 25 2.8 40 0.9 48/1220 12 6.3 28 3.1 46 60/1525 15 7.0 31 3.5 51 72/1830 1.8 Series AH2 Hose with 48' Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linearft N/Iinearm 31/790 2.6 6.1 27 1.5 22 0.8 36/915 6.4 29 1.6 23 0.9 48/1220 7.2 32 1.8 26 12 60/1525 7.9 35 2.0 29 15 72/1830 168 8.7 39 2.2 32 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) Suspension System Actual Length ft/rn Mm. Allowable Uniform Load lb/linear ft N/linear m Direct Hung Light 5.0 75.7 Intermediate 12.0 181.0 Heavy 16.0 241.7 SUMMARY: All direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the V/cF/ox sprinkler hose and bracket. I I I I I I I I I I I I I I VALVES I I FireLock® Butterfly Valve Series 705 with Weatherproof Actuator JtauIicr 10.81 1.0 PRODUCT DESCRIPTION Available Sizes: 2 - 12/50 —300 mm cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar. Designed for fire protection services only. Features a weatherproof actuator housing Approved for indoor and outdoor use. Actuation options: Hand wheel (2 - 12"/50 - 300 mm) Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS) groove profile (see section 7.0 for Reference Materials). I 2.0 CERTIFICATION/LISTINGS E USTED G410001 104j/04 I NOTES Refer to Victaulic submittal publication 10.01 for details I I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.81 5662 Rev H updated 03/2017 © 2017 Victaulic company. All rights reserved. 1 ictuIic I I I I victaulic.com 2.1 CERTIFICATION/LISTINGS Approval/Listing Service Pressures Series 705 Butterfly Valve Size cULus FM Vds LPCB 50 up to 300psi/2068kPa n/a up to 300psi/2068kPa up to 300psi/2068kPa 21/2 65 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 80 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 1 up to 300 psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 125 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 1 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 165.1 mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 200 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 10 250 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 12 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 3.0 SPECIFICATIONS - MATERIAL - Body: Ductile Iron conforming to ASIM A-536, Grade 65-45-12 End Face, 2 - 6750 - 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8 - 12"I200 - 300 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Black alkyd enamel Disc: Ductile Iron conforming to ASTM A536, Grade 65-45-12, with electroless nickel coating conforming to ASTM B-733 Seat: Grade "E" EPDM Stems: 416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: 036000 brass Bearings: Stainless steel with TEE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel Actuator: O 2-8/50-200 mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing O 10— 12/250 - 300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing 10.81 5662 Rev H updated 03/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 j$tauPic I I I I J -C tauIic 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 victaulic.com 4.0 DIMENSIONS Series 705 I I E I Size Dimensions Actual Outside E to E DIA Nominal Diameter A B C D E F G H .1 inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm 2 2.375 4.25 2.28 6.41 - - 4.00 4.22 4.50 2.12 60.3 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8 21/2 2.875 3.77 2.28 7.54 - - 4.00 4.22 4.50 1.77 73 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0 3.000 3.77 2.28 7.54 4.00 4.22 4.50 1.77 76.1 mm - 76.1 95.8 57.9 191.5 - - 101.6 107.2 114.3 45.0 3 3.500 3.77 2.53 7.79 - - 4.50 4.22 4.50 1.77 88.9 88.9 95.8 64.3 197.9 114.3 107.2 114.3 45.0 - 4.250 4.63 2.88 8.81 - 5.50 4.22 4.50 2.20 108mm 108.0 117.6 73.2 223.8 - - 139.7 107.2 114.3 55.9 4 4.500 4.63 2.88 8.81 - - 5.50 4.22 4.50 2.20 114.3 114.3 117.6 73.2 223.8 139.7 107.2 114.3 - 55.9 5.250 5.88 3.35 10.88 6.56 6.19 6.30 2.58 133 mm 133.0 149.4 85.1 276.4 - - 166.6 157.2 160.0 65.5 139.7 mm 5.500 5.88 - 3.35 10.88 - - 6.56 6.19 6.30 2.58 139.7 149.4 85.1 276.4 166.6 157.2 160.0 65.6 55.563 5.88 3.35 10.88 - 6.56 6.19 6.30 2.58 141.3 141.3 149.4 85.1 276.4 166.6 157.2 160.0 65.5 6.250 5.88 -3.84 11.38 0.41 7.52 6.19 6.30 2.58 159mm 159.0 149.4 97.5 289.1 - 10.4 191.0 157.2 160.0 65.5 6.500 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 165.1 mm 165.1 149.4 973 289.1 - 10.4 191.0 157.2 160.0 65.5 6 6.625 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 1.90 168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 8 8.625 5.33 5.07 1353 0.80 1.47 10.00 6.19 8.10 2.33 219.1 219.1 135.4 128.8 343.6 20.3 37.3 254.0 157.2 205.7 59.2 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 - 273 273.0 162.6 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12 12.750 6.50 7.36 16.64 2.30 2.80 - 14.25 8.10 9.00 - 323.9 323.9 165.1 186.9 422.7 58.4 71.1 362.0 205.7 228.6 NOTE Optional ½/15mm tap available. Contact Victaulic for details. I I I I I I I I I I I I I 5.0 PERFORMANCE Series 705 The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of straight pipe. Nominal Outside Equivalent Size Diameter mm mm Feet/rn inches inches of pipe 2 2.375 6 50 60.3 1.8 2½ 2.875 6 65 73.0 1.8 76.1 mm - 3.000 168 76.1 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 108 mm 108 mm 284 5 5.563 12 125 141.3 3.7 133 mm 133 mm 12 3.7 139.7 mm 5.500 12 139.7 3.7 6 6.625 14 150 168.3 4.2 159 mm 159 mm 14 4.3 165.1 mm 6.500 14 165.1 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 273.0 1 5.5 12 12.750 19 300 323.9 5.8 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 4 '/tauIic 5.1 PERFORMANCE Series 705 Cv values for flow of water at +600F/+16°C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for C values Formulas for K values =Q2 Where: - = 02 Where: Q = Flow (GPM) - Ky2 Q = Flow (m3/hr) AP = Pressure Drop (psi) AP = Pressure Drop (Bar) Q = C x C =Flow Coefficient Q = x Ky = Flow Coefficient Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches ç mm mm 2 2.375 170 50 60.3 2½ 2.875 2 60 65 73.0 76.1 mm 3.000 260 76.1 3 3.500 440 80 88.9 4 4.500 820 100 114.3 108mm 108mm 820 5 5.563 1200 125 141.3 133 mm 133mm 1200 139.7mm 35 1200 6 6.625 1800 150 168.3 159 mm 159 mm 1800 165.1 mm 6.500 1800 16 8 8.625 3400 200 219.1 10 10.750 5800 250 273.0 12 12.750 000 300 323.9 Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches Ky mm mm 2 2.375 147 50 60.3 21/2 2.875 225 65 73.0 76.1 mm 000 225 76.1 3 3.500 380 80 88.9 4 4.500 71 0 100 114.3 108mm 108mm 710 5 5.563 1040 125 141.3 133 mm 133 mm 1040 139.7mm 90 1040 6 6.625 1560 150 168.3 159 mm 159 mm 1560 165.1 mm 6.500 1560 165.1 8 8.625 2940 200 219.1 10 10.750 5020 250 273.0 12 12.750 7790 300 323.9 I I I I I I I I I I I I I I I I I I 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. I viCtaulic.Com 5 X. (ctauIic victaulic.com 6.0 NOTIFICATIONS A WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. I El I I I I 7.0 REFERENCE MATERIALS Switch and Wiring The supervisory switch contains two single pole, double throw, pre-wired switches. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps © 250 VDC Switches supervise the valve in the 'OPEN" position. 5. One switch has two #18 insulated wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one #18 insulated wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. 6.7 A #14 insulated ground lead (green) is provided. Switch #1 = Si For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction f Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe UL LISTED JUNCTION BOX CONDUIT CONDUIT CONNECTORS WRENLITS FIRE ALARM TO END'OF TO ENDI RESISTOR, CONTROL PANEL OR INDICATOR SUPERVISORY CIRCUIT SWITCH CONTACT RATING: 10AAT125 AND Sl 2SOVAC, 0.5A AT 125 VDC, 0.25 AT 250 VDC 52 A]EL VOLTAGE SOURCE Switch 1 2 leads per tem,ina Switch 211 lead per terminal NOTES The above diagram shows a connection between the common terminal (yellow - Si and yellow-with-orange stripe - S2) and the normally closed terminal (blue - Si and blue-with-orange stripe - S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out, cap off any unused wires (e.g. brown with orange stripe). Only Si (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). 10.81 5662 Rev H updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com '\J -C tauIic. I 1 I victaulic.com 7.1 REFERENCE MATERIALS 10.01: Regulatory Approval Reference GLllde 29.01: Terms and Conditions/Warranty 1-100: Field Installation Handbook victaulic.com 7 I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability at Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use at such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/sr methods of use in the United States and/sr other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.vicfaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. I I I I I I I I I I I I I I I 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. MODEL UMC UNIVERSAL MANIFOLD I CHECK ASSEMBLY i11 FLOOR CONTROL ASSEMBLY I f I J 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support. 989-414-2600. techservice©globesprinkler.com UMC UNIVERSAL Mi CHECK ASSEMBLY (With or Without Control Valve) 2", 2%", 76.1mm, 3", 4", 6"11 16 MODEL I i' , I Y2 GENERAL DESCRIPTION The Globe Series "UMC" Universal Manifold Check is a first of its kind, UL Listed and FM Approved, complete floor con- trol station or shotgun riser assembly. It is pressure rated for 300 psi (20,6 bar). It provides the most compact "footprint" while delivering all of the necessary components for your floor control station as required by the NFPA Standards. With its multiple available configurations, it allows the con- tractor to order the suitable configuration for the site spe- cific needs. The "UMC" Universal Manifold Check is more than just a traditional stand-alone manifold. It serves as a complete floor control station as well as a complete shot- gun riser assembly inclusive of Control Valve with Internal Supervisory Switch; Check Valve; Flow Switch; Test and Drain Assembly; Adjustable Pressure Relief Valve Assembly pre-piped to drain; supply gauge (4", 6" and 8") and system gauge (1 1/4" through 8"). The "UMC" Universal Manifold Check replaces the need to order individual "Riser Mani- folds" plus control valves, check valves, and relief valve kits as all of these components are integrated into the one compact design, saving space as well as the labor to con- nect these separate components. For sizes 3" and smaller, an 18" long stainless steel braided flexible hose is included with the UMC for connecting the Test and Drain valve to a drain stack. The design takes into account both "left-hand" and "right-hand" orientations. (8" version available preas- sembled in right-hand orientation only) FLOOR CONTROL ASSEMBLY The UMC may be utilized tomeetihe NFPA 13 require- ments for Floor Control Valve Assemblies where there are multistory buildings exceeding two stories in height requir- ing zoning by floor or whenever separate control and floor zoning is specified. The UMC has been engineered with space savings in mind for those commonly installed appli- cations in stairwell landings and small alcoves. All UMC assemblies include the NFPA 13 required Listed Pressure Relief Valve which is pre-piped to drain. The relief valve is preset for 175 psi and is adjustable to 310 psi for high pres- sure system conditions. In addition to the relief valve, the UMC is equipped with a Test and Drain Valve. The Test and Drain Valve contains a test orifice of K2.8 so that it may be utilized for flow testing any system with sprinklers having K- Factors of 2.8 or larger. Note: NFPA 13 requires that a test connection providing a flow rate equal to or less than one sprinkler of a type having the smallest orifice on the system is to be provided. SHOTGUN RISER ASSEMBLY "Shotgun Riser Assemblies" are those assemblies which are typically installed in vertical orientations on individual sys- tem Risers. The Globe "Shotgun" Riser Manifold Assembly is available in 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) sizes and is equipped with a control valve; check valve; flow switch; test and drain valve with NFPA required pressure relief valve; 2 gauges (system and supply). Sizes 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) are equipped with a pressure gauge on both system side and supply side of the check valve clapper. TECHNICAL DATA Approvals cULus FM Maximum System Working Pressure 300 psi (20.6 Bar) End Connections See Table Materials of Construction See Figure 1 *Multiple Patents Pending 5.1mm, 8" A pressure gauge is provided above the check valve clapper for sizes 11/4' through 3" to meet the gauge requirement per NFPA 13 for Floor Control Assemblies. Typically the supply side gauge is not required for multistory buildings with floor control stations as a system gauge would be on the main feed/riser but all Model UMC Manifold Check Valves are equipped with a 1/4" (DN 8) port below the clapper to ac- commodate a second gauge if desired. JAN 2019 GFV-120 NIFOLD Page lofil I A 12 1 12 21 0 20 4 Ram 5 SECTION A-A NOTE: 4" (DN100) shown as reference See ordering procedure for replacement part kits and Table A through G for part numbers for all sizes and configurations Flow switch rotated 90 degrees on 1-1/4' through 2 1/2" sizes FIGURE 1: MODEL UMC MANIFOLD CHECK ASSEMBLY MATERIALS OF CONSTRUCTION I I I I I I [1 I I I LII I I H I I I I ITEM DESCRIPTION MATERIAL A 5 1 UMC VALVE BODY DUCTILE IRON 2 RECESSED HEX PLUG STAINLESS STEEL 3 FLOW SWITCH SEE FLOW SWITCH TECHNICAL LITERATURE 4 RIGID COUPLING SEE COUPLING TECHNICAL LITERATURE BUTTERFLY CONTROL WITH VR ,LSWITCH SEE GLOBE BUTTERFLY CONTROL VALVE TECHNICAL LITERATURE 6 PRESSURE GAUGE PLASTIC 7 THREEWAY VALVE BRONZE 8 UMC COVER PLATE DUCTILE IRON 9 BOLT STAINLESS STEEL 10 FLOW SWITCH ADAPTER DUCTILE IRON 11 MODEL UTD TEST AND DRAIN SEE GLOBE TECHNICAL DATASHEET GFV570 12 MODEL ARV ADJUSTABLE RELIEF VALVE SEE GLOBE TECHNICAL DATASHEET GFV575 13 FLOW SWITCH PLUG DUCTILE IRON 14 UMC VALVE CLAPPER STAINLESS STEEL 15 UMC VALVE CLAPPER RETAINING BOLT STAINLESS STEEL 16 UMC VALVE CLAPPER RETAINING NUT STAINLESS STEEL 17 UMV VALVE HINGE PIN STAINLESS STEEL 18 CLAPPER FACING RETAINING RING STAINLESS STEEL 19 CLAPPER FACING EDPM 20 FLOW SWITCH PLUG BOLT STAINLESS STEEL 21 CLAPPER SPRING STAINLESS STEEL JAN 2019 GFV-120 Page 2 Of 11 MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY LEFT HANDED VS RIGHT HANDED Both the shotgun riser assembly and the floor control tion of the Model UTD Test and Drain determines the station assembly are available as left handed or right "Hand" of the valve. If the Model UTD Test and Drain handed assembly. The determining factor of the left is connected to the port on the right side of the valve handed vs right handed is the position of the Model body, it is considered a right handed assembly. If the UTD Test and Drain. While looking at the faceplate Model UTD Test and Drain is connected to the port on with the Model UMC valve in the vertical orientation the left side of the Model UMC valve the assembly is and flow upward (shotgun riser orientation), the posi- considered left handed. JAN 2019 GFV-120 Page 3 of 11 TABLE D: 2 1/2" (DN65) I 76.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE CONTROL END TEST AND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) 2 1/2" R GL300G GXG 11/4" 317809-R-B-H 31.0 (14.1) 2 1/2' R NONE GXG 1 1/4" 317809-R-H 23.5 (10.7) 2 1/2" L GL300G GXG 1 1/4' 317809-L-B-H 31.0 (14.1) 2 1/2" L NONE GXG 1 1/4" 317809-L-H 23.5 (10.7) 76.1 mm R GLR300G GXG 11/4" 317809-D-R-B-H 31.0 (14.1) 76.1 mm R NONE GXG 1 1/4' 317809-D-R-H 23.5 (10.7) 76.1 mm L GLR300G GXG 11/4" 317809-D-L-B-H 31.0 (14.1) 76.1 mm L NONE GXG 1 1/4' 317809-D-L-H 23.5 (10.7) I TABLE A: 1 1/4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 1 1/4 R GL300T MXF THREADED 1" 317800-R-B-H 24.0 (10.9) 11/4" R NONE MXF THREADED 1" 317800-R-H 19.0 (8.6) 11/4' L GL300T MXF THREADED 1" 317800-L-B-H 24.0 (10.9) 11/4" L NONE MXF THREADED 1" 317800-L-H 19.0 (8.6) 1 1/4" R NONE GXG 1" 317843-R-H 19.0 (8.6) 1 1/4' R GL300G GXG 1' 317843-R-B-H 24.0 (10.9) 1 1/4" L NONE GXG 1" 317843-L-H 19.0 (8.6) 1 1/4" L GL300G GXG 11.317843 -LB-H 24.0 (10.9) TABLE B: 1 1/2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 11/2" R GL300T MXF THREADED 1" 317803-R-B-H 24.0 (10.9) 1 1/2" R NONE MXF THREADED 1" 317803-R-H 18.3 (8.3) 1 1/2" L GL300T MXF THREADED 1" 317803-L-B-H 24.0 (10.9) 11/2" L NONE MXF THREADED 1" 317803-L-H 18.3 (8.3) 1 1/2" R NONE GXG 1" 317844-R-H 18.3 (8.3) 1 1/2" R GL300G GXG 1" 317844-R-B-H 24.0 (10.9) 1 1/2" L NONE GXG 1" 317844-L-H 18.3 (8.3) 11/2" L GL300G GXG 1' 317844-L-B-H 24.0 (10.9) TABLE C: 2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL (iTO APPROXIMATE SIZE CONTROL END TEST AND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) 2" R GL300G GXG 1' 317806-R-B-H 26.0 (11.8) 2' R NONE GXG 1" 317806-R-H 19.2 (8.7) 2' L GL300G GXG 1" 317806-L-B-H 26.0 (11.8) 2" L NONE GXG 1" 317806-L-H 19.2 (8.7) I I I I I I I I n I .1 I I I JAN 2019 GFV-1 20 Page 4 of 11 TABLE E: 3" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 3" R GLR300G GXG 11/4" 317812-R-B-H 59.0 (26.8) 3" R NONE GXG 11/4" 317812-R-H 35.4 (16.1) 3" L GLR300G GXG 1 1/4" 317812-L-B-H 59.0 (26.8) L NONE GXG 1 1/4" 317812-L-H 35.4 (16.1) TABLE F: 4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) R GLR300G GXG 2" 317817-R-B 87.5 (39.7) 4" R NONE GXG 2" 317817-R 58.9 (26.7) 4" L GLR300G GXG 2" 317817-L-B 87.5 (39.7) 4" L NONE GXG 2" 317817-L 58.9 (26.7) TABLE G:_6"_(DNI5O) /165.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS TABLE H: 8" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT VALVE END TEST AND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 8" R CLR300G GXG 2" 317890-R-B 177.8 (80.6) 8" R NONE GXG 2" 317890-R 115.7 ASSEMBLY CONTROL UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE R-RIGHT VALVE END TEST AND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 6" R GLR300G GXG 2" 317818-R-B 124.5 (56.5) 6" R NONE GXG 2" 317818-R 80.0 (36.3) 6" L GLR300G GXG 2" 317818-L-B 124.5 (56.5) 6" L NONE GXG 2" 317818-L 80.0 (36.3) 165.1 mm R GLR300G GXG 2" 317818-D-R-B 124.5 (56.5) 165.1 mm R NONE GXG 2" 317818-D-R 80.0 (36.3) 165.1 mm L GLR300G GXG 2" 317818-D-L-B 124.5 (56.5) 165.1 mm L NONE GXG 2" 317818-D-L 80.0 (36.3) JAN 2019 GFV-120 Page 5 of 11 FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 7.00 . . . . .I I I 6.00 0.40 4 T 5.00 _fl 11 0.30 4.00 - C/) Cr 3.00 0.20 U) U) O 0 _J 11J2.00 9 , ~_+ " U) U) U) U) LU 00 0.10 Lu Of 0.09 a. 0.08 1.00 0.07 0.90 0.06 0.80 0.70 . 0.05 14 0.60 0.04 0.50 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 3000 4000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe 11/4 = 6 feet • 21/211 = 14 feet • 6" = 30 feet 1/2 = 9 feet • 3" = 11 feet • 8" = 23 feet 2" = 8 feet • 4" = 14 feet FIGURE 3: MODEL UMC MANIFOLD CHECK (WITHOUT BFV) FRICTION LOSS CURVES j1/4 TO 8" 4+4 14 4.. fftH . LHftf1-- L+ H4+ TV t 11 r :I.-.1 .i-L;-4. itt r:t i:44tt 4 .4--/--444 4..f tf-4--, 4 4- ;t . t: trt .I. I H--,-H4--4-It 4- 4-4- 4- . I 1.4-I . -f+-4-- \I/4).4.fi.t jl *4-I 4- . 4. V... T4- 1, +/ -y -n+ t •/-iH t + 44 4 t.m:ft -1 4 ±y tff :I.th '/ i-Ji-/__F---,-f4- +t f1-ttt +4 t . HVi f _21ii tt .-t-1-ffft.+ I+4-f/--f-j-+4---.+ -t -4-4-4-4 *-f -4-- +f4r..4..r..Q i--f- _f_ .i-i- + .t • -4- -4--~ - -f-4 ++4i ~ 4-4. 4~-4-- .._.*o -i-I- , r44'- ,i- 4. , t . *++4 tt 4- 44-.f.4. .4.. . +-i-i-+ , t tt±_ -*/i-4- /+4 -F- -1- ++ i-/ *-+ 4- . *- +--- i-H- 4-1+-- f 4- 4- ~44 t ~- ~~~/..4 I I 11 I I I I I I I FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 I . . .11.. I II 111,1111 th-Efrf[t t t ± IIHJLftHft iLLt k±i± W 4 +. t 4 +-4.-+- ) t Tff Yr t - 4-4.4-4- i + i- 4--i-- ,+++zt. -1.4-i- 4-1.4-i-_ 1-1 4- / z;ri-;-- It *..-j-i-i-+ . + + 4-I 4 i- t cb/Iz:4 4--4--.* 44- 4. + +1-4+ -. ±i -+ +4+4--i-4-- ç + -- -4-I----,-++ t...-4---- 4- 1-f-fl- j-4- 4--1i---t-4--t-t + +++ + 41. -l-.-4--4--- ++1---ti-l- - ..i*+4++.4 4. r1'-4- 4-- TI_ +4-4- ---i-- m tt4~F4-./4~ --t--/4-i- tfr+tFt++ .i4 -.l--+ ± /--H-4+-4- tT+4t wt 4 H- +- -f+ ++-IiH' 4+--+--i- * -444 i-pt 1- + t /-/. 1 i-i-4--/ + *-+-+. -1 F__± if R - __ 0.40 0.30 0.20 U) ) 0 -J LU U) U) 0.10 LU 0.09 U of 0.08 0.07 0.06 0.05 0.04 I I I I I I I I 6.00 5.0c 4.0C U) 3.00 U) U) 0 -J LU 2.00 U) U) Lii 0 1.00 0.90 0-ac 0.70 0.60 0.50 40 50 60 70 8090100 200 300 400 500 600 800 1000 2000 3000 4000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe jl/411 = 8 feet • 21/211 = 22 feet • 6" = 38 feet 11/2 = 11 feet • 3" = 17.5 feet • 8" = 27 feet 2" = 12 feet • 4" = 18.5 feet FIGURE 4: MODEL UMC MANIFOLD CHECK (WITH BFV) ASSEMBLY FRICTION LOSS CURVES 1 1/4 TO 8" GFV-120 7.00 JAN 2019 Page 6 of 11 TABLE I: MODEL UMC AND BUTTERFLY VALVE END TO END DIMENSIONS End to End Dimension Wffli: End to End Dimension With Butterfly Control Valve Size out Butterfly Control Valve Globe Butterfly Control Valve End to End Dimension inches (mm) inches (mm) inches (mm) 11/4" 10.75 12.89 2.64 Mix FT (273) (327) (67.9) 11/4" 11.4 15.4 4 GxG (290) (391) (101.6) I 1/2" 10.75 13.12 2.87 MT x FT (273) (333) (73) 11/2" 11.4 15.5 4.1 G x G (290) (394) (104) 10 14.49 4.49 G x G (254) (368) (114) 2 1/2" 10.63 15.12 4.49 G x G (270) (384) (114) 65 mm 10.63 15.12 4.49 GxG (270) (384) (114) 12.75 16.55 3.8 G x G (324) (420) (96.4) 14.63 19.13 4.5 GxG (371) (486) (115.4) 6" 17.44 22.64 5.2 G x G (443) (575) (132.4) 150 mm 17.44 22.64 5.2 G x G (443) (575) (132.4) 8" 24.0 30.0 5.8 G x G (609.6) (762) (147.3) LL LL FIGURE 5: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 1 1/4" TO 2 1/2" JAN 2019 GFV-120 Page 7ofll A B C D E F G H I SIZE Inches Inches Inches Inches Inches Inches Inches Inches Inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 11/4" TXT 3.1 6.2 8.4 6 6.7 13 2 10.7 9.5 (79) (157) (214) (150) (170) (328) (50) (272) (241) 11/4" GXG 3.1 6.2 8.4 6 6.7 11.9 2 11.4 (79) (157) (214) (150) (170) (301) (50) (290) - 1 1/2" TXT 3.1 6.2 8.4 6 6.7 13 2 10.7 9.5 (79) (157) (214) (150) (170) (328) (50) (272) (241) 11/2" GXG 3.1 6.2 8.4 6 6.7 11.9 2 11.4 (79) (157) (214) (150) (170) (301) (50) (290) - 2 3.9 5.4 7.6 6 6.8 11.9 2.1 10 (99) (136) (193) (150) (173) (301) (53) (254) - 2 1/2" 3.3 6.7 9.2 6.2 7.2 12.3 2.3 10.6 (84) (171) (233) (157) (182) (312) (58) (269) - 76.1 mm 3.3 6.7 9.2 6.2 7.2 12.3 2.3 10.6 (84) (171) (233) (157) (182) (312) (58) (269) - I U I I [1 I A B C D E F G H SIZE inches inches inches inches inches inches inches inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 6.5 6.9 9.4 6.4 16 2.4 12.7 (165) (176) (238) - (161) (406) (61) (324) 4•• 7 8.3 11.2 5.6 7 17.7 3 14.6 (177) (210) (284) (143) (178) (449) (76) (371) 6" 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 (203) (241) (315) (163) (201) (504) (99) (444) 165.1 mm 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 (203) (241) (315) (163) (201) (504) (99) (444) 8 9 11.5 14.5 8 9 22.3 5 24 (229) (292) (368) (203) (229) (566) (127) (609.6) FIGURE 6: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 3" TO 8" I I I I p I I I LI LI I I JAN 2019 GFV-120 Page 8ofll FLOW SWITCH REQUIRE The Model UMC Floor Control! Shotgun Riser assembly is sold inclusive of a Potter VSR flow switch. The flow switch utilizes exactly the same electrical and switch components as the Potter VSR flow switch but includes an adapter which attaches directly to the Model UMC Manifold Check as- sembly. This adapter has been tested as part of the UMC assembly to ensure the hydrostatic strength as well as the placement and sensitivity of the paddle is within the criteria set forth by UL and FM. The part number for the flow switch assembly can be found MEN TS in the replacement parts section of the technical literature. The Potter VSR Flow switch includes 2 sets of switches, one set can be used to activate the central fire alarm system while the other set can be utilized to activate a local alarm (if necessary). See figure 7 for a typical wiring diagram for the Model VSR Flow switch. Note: For more information on the flow switch see www.pottersignal.com. I I I I WIRE NUT LOCAL WIRE NUT FIRE PANEL OR 4 AIJDIBLENISUAL ADDRESSABLE ANNUNCIATOR MODULE NEUTRAL WHITE WHITE (j) BLACK BLACK o (LINEJHOT) - D 0 RTM No FIGURE 7: MODEL VSR-M FLOW SWITCH TYPICAL WIRING DIAGRAM V RED S-i I FIRE ALARM I COMMON (WHITE) I COMMON (WHITE) ROL PANEL I END OF LINE I L ER''1SORY I YELLOW IRCUIT I YELLOW RESISTOR GREEN I 0 OPERATOR CASE CONTACT RA11NGS: GROUND 16A 125V/250 VAC GEAR OPERATORH ORANGE COMMON (BLACK) BLUE VOLTAGE 3 AUX. DEVICE SOURCE (BELL/HORN) VALVE WRING SHOWN WITH VALVE IN OPEN POSITION FIGURE 8:TYPICAL BUTTERFLY VALVE WIRING DIAGRAM JAN 2019 GFV-120 Page 9ofll I I I I I I I I I I I ri I I LI HANGERS 9 BRACING I I I I I I I I I I I I I I I I I I i 67:~:h POTTER The Symbol of Protection - POTTER AIR VENT FIG. 1 PAV OUTLINE DRAWNG 77/16 ffi- 4 POTTER RBVS (OPTIONAL) AVAILABLE FROM POTTER DISTRIBUTION (centerline) PIPING CONNECTION FROM TOP OF SPRINKLER PIPING 40 MESH TYPE Q NOTE: It is strongly recommended to install STRAINER a ball valve and nipple (supplied by SPRINKLER PIPING others). DWG#1165-2 FIG.2 PAV ASSEMBLY 1/2" MALE NPT DRAIN 5020384 CONNECTION OUTDOOR VENT SCREEN ASSEMBLY I;2"90 - AIR VENT VALVE I ELBOW 112 BALL VALVE NIPPLE 1/2 CLO SE NIPPLE SCREEN CAP 1/2" X 2" NIPPLE 1/2 STRAINER 1/2 CLOSE NIPPLE 1/ - 2' 90 ELBOW I/2" UNION CONNECTION 1/2" CLOSE NIPPLE DWG # 1165-1-B I NOTE: It is strongly recommended to install a ball valve and nipple before the strainer. The ball valave and nipple are supplied by others. I PRINTED IN USA MFG. #5401165 - REV D PAGE 2 OF 2 8/Il I qP POTTER The Symbol of Protection PAY POTTER AIR VENT I I UL Listed for Fire Sprinkler Branch line applications per UL subject 2573—"Automatic Air Release Valves for Fire Protection Service' FM Approved "Automatic Air Release Valve for Sprinkler Systems' Service Pressure: Up to 175 PSIG Temperature Range: 40°F to 120°F (4.5°C to 49°C) Air Vent: 1/2' NPT inlet! 1/2' MNPT outlet to dram 5/64" Orifice Brass construction Optional Accessories: Ball valve supervisory switch model RBVS (Supervisory switch only) Used to monitor the position of the isolation valve. Outdoor vent screen assembly for outdoor installations above 40°F. See Figure 2. Ordering Information: Stock No. Model / Description 1119720 PAV - Potter Air vent Optional Equipment: Stock No. Model I Description 5020384 Outdoor Vent Screen Assembly 1000040 RBVS Retrofit Ball Valve Switch (w/o cover tamper) 1000035 RBVS-T Retrofit Ball Valve Switch (w/ cover tamper) GENERAL DESCRIPTION 1. Read and understand the instructions provided before you proceed The PAV is an automatic float type air vent used to reduce the amount with installation. The PAV shall be installed in accordance with local of air trapped in a pressurized fire sprinkler system. Reducing the ordinances and the applicable NFPA 13, NFPA 13D, or NFPAI 3R amount of air in a fire sprinkler system is essential to help protect the standard. system piping from the effects of corrosion that is often found at the 2. The Engineer of Record should select the Model PAV, Potter air/water interface in the fire sprinkler system piping. Air Vent installation location. Usually at a point in the system that will vent the most air. Removing as much air as possible will also have a positive effect on the performance of vane type waterfiow detectors. The operation of vane type waterflow detectors can be delayed or prevented if too much air is trapped in the system piping. The intent of the product is to vent as much air from the fire sprinkler system as possible. The PAV provides automatic venting of air as the system is being filled. Furthermore, trapped air can also be vented as the air in the system migrates to the vent location over time. The air vent will automatically close when water reaches the vent. The PAV provides a 1/2" NPT-male connection which will allow installers to safely pipe to a drain, any inadvertent discharge of water that is inherent in the operation of the automatic air vent. INSTALLATION AND SERVICING (See Figures 1 -2) The location of the PAV must not interfere with the spray pattern of any sprinkler head. The connection point must be off the top of the pipe. (See Fig. 1) The piping must be level or pitch back toward the fire sprinkler system piping and arranged in such a manner that water will not become trapped. Immediately after installation and filling of the fire sprinkler system, the PAV should be inspected for leaks and proper operation. The unit should be inspected periodically. Thereafter the manufacturer recommends quarterly or more frequently. Inspection should include removal and cleaning of the strainer screen. Remove the screen and flush with clean water. Use a wire brush if necessary to remove any particles trapped in the screen. Pipe the output of the air vent to a drain or other suitable location in the event there is an inadvertent discharge of water from the vent. It is strongly recommended to install a ball valve in line with the REPLACEMENT I PAV to assist in servicing the strainer without disabling the sprinkler The vent used in the PAV is not field replaceable. If the vent should fail, system. the entire unit must be replaced. Potter Electric Signal Company, LLC • St. Louis, MO • Cust Service: 866-572-3005 • Tech Support: 866-956-0988 • Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401165 - REV D PAGE 1 OF 2 8/11 I C® Wr 5 r &~~ [D]® LISTED Model 1011 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVED Factory Rated at 175 PSI with other setting available Model 1011 - Front View I I Job Name: Architect: Engineer: AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 I Contractor: www.testandrain.com *Available on 11/4 to 2 size units only • **Available on 11/2 and 2 size units Only SIZE A B C D E F G H 3/4" 79/16" 11/2" 23A6" 3/8" 3/8" 113A6" 49A6" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 7A6" 11/2" 2A6" 3%" 3%" 113A6" 4A6" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) 1 (162.5 mm) 11/4 715As" 111A6" 29/i6" 41/4" 35/8" 115A6" 59A6" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815A6" 113A6" 31/4" 51A6" 37/s" 2/8" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 815A6 113A6 31/4" 51A6" (127 mm) 3/8" 25/8" 8¼" 10/8" (274 mm) (227 mm) (45 MM) (81.5 MM) (99 MM (67 mm (207 mm) The Model 1011 provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 ('Net Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.1 7.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection.., with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve Model 1011 - Plan View Orifice Sizes 3/SIt /s", 1/2", 17/32", /8" ELO*, 3/4' ESFR*, and K25** Materials Handle ................Steel Stem...................Rod Brass Ball ...................... CR Brass Body...................Bronze Valve Seat...........Impregnated Teflon® Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM MADE IN U.S.A. I I I I I I I I I I I I I Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve I The AGE Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011A features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3/4' to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). Complies with NFPA 13 and NFPA 13R Requirements Compact, Single-Handle Ball Valve Tamper-Resistant Test Orifice and Sight Glasses 300 PSI rated. Specifiable orifice sizes: %' (2.8K), 7A6" (4.2K), ½' (5.6K), 17/3211 (8.0K), %" (11.2K, ELO), 34" (14.0K, ESFR), and K25 Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. SS-M1011A_V001 06/13 TESTDRAIN5 is a registered trademark of AGF Manufacturing Inc. Finished Wall bN T 7 L1IL 7-' RECESSED H- K—H j Finished i I Wall I NT 1 L k- i l/7H7 UI ii 0 iL -7"LI TRIMLESS H-K--Li Finished i I Wall \I IM I I N T LjI HW0 SEMI-RECESSED I I I I I I I I I I I I I I I I I I I I POTTER Model/Series No /\NF/pEppo 'ROEMER CABINETS FRCI8IO . VALVE CABINETS SERIES Member of Morris Group InternationaIm FIRE RATED UL CLASSIFIED, 7N43 - MODEL DIMENSIONS Mode! Wall Inside Box Overall No. Mounting Dimensions Frame Wall Opening Required Trim Inlet Location H W E D K L M N 0 I E T w x y z D 0 P - ruieii irimiess I 1 I 10 I Is Z1 I Zi I ZU-1/4 I ZU I lU-1/Z - 4 4 4 FRCI8I2 Semi-Recessed 18 18 8 21-1/2 21-1/2 20-1/4 20 7-3/4 2 4 4 4 9 FRCI8I0-10 Recessed 18 18 10 21-3/4 21-3/4 20-1/4 20 11-1/8 5/8 4 4 4 9 FRC1811-10 Trimless 18 18 10 21 21 20-1/4 20 12-1/2 - 4 4 4 9 FRCI8I2-10 Semi-Recessed 18 18 10 21-1/2 21-1/2 20-1/4 20 9-3/4 2 4 4 4 9 FRCI830 Recessed 24 24 10 27-3/4 27-3/4 26-1/4 26 11-1/8 5/8 12 4-3/4 - - FRCI83I Trirrdess 24 24 10 27 27 26-1/4 26 12-1/2 - 12 4-314 - - FRC1832 Semi-Recessed 24 24 10 27-3/4 1 27-3/4 26-1/4 1 26 9-3/4 2 12 4-3/4 - - ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED Steel fire / protection box Fire-Rated J4.1 insulation material Inner box Call Potter Roemer - Fire Pro for current listings and - POTTER ROEMERIFIRE PRO approvals. Dimensions are subject to manufacturers tolerance and may change without notice. Potter Roemer- y- FIRE EQUIPMENT _ MANUFACTURERS ASSOCIATION JJFSA Headquarters: Also in: Fire Pro assumes no responsibility for use of void or - - P.O. Box 3527 New York (800) 526-4592 ouperceded data. © Copyright Potter Roamer- Fire Pro, r City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International ° Please visit potterroemer.com for most current specifications. ? P E - O 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 Dallas 644-3473 800-366-3473 (866) FRC1810 SERIES NFPA® ' - 626-855-4890 www.potterroemer.com L POTTER Model/Series No. \\ FlpEppo ROEMER CABINETS FRCI8I0' VALVE CABINETS SERIES Member of Morris Group InternationalTM -FIRE SPECIFICATIONS CLASSIFIED BY UNDERWRITERS LABORATORIES INC. for use in the through penetration fire stop systems. The applicable rating information is listed at 2 hours for flame, temperature, and/or hose stream. Galvannealed Steel 20 ga. box, with knock out provision in inner box; (penetration of fire protection box, to accommodate piping, and the restoration of fire stop around penetration, shall be completed by installing contractor). 20 ga. tubular steel door with 18 ga. frame and a continuous steel hinge. All components are powder-coated with an electrostatically-applied, thermally fused, recoatable white polyester finish. All glass door styles provided with clear tempered safety glass. Wall mounting and size of cabinet as selected by model number. REGULARLY FURNISHED 1810 Series - For use with 2-1/2" Fire Department Valve 1810-10 Series - For use with 2-1/2" Valve, 2-1/2" x 1-1/2" Reducer and 1-1/2" Cap 1830 Series - For use with 2-1/2" Pressure Regulating Valve *FIRE RATED *UL Classified 7N43 MODEL SELECTION IJ FRCI8I0 Recessed Li FRCI830 Recessed Li FRCI8I0-10 Recessed lJ FRCI83I Trimless 1j FRCI8II Trimless U FRC1832 Semi-Recessed Li FRCI8II-1O Trimless U FRCI8I2 Semi-Recessed Li FRCI8I2-10 Semi-Recessed PRODUCT OPTIONS DOOR AND FRAME MATERIAL: Li -AL ALUMINUM: Clear Anodized Finish (J -SS STAINLESS STEEL: 304 WI #4 Finish Li -PB BRASS: Polished Finish Li -BZ BRONZE: Call for Options OPTIONAL FINISHES TO DOOR AND FRAME ABOVE: Li -ALUMINUM: Duranodic Finish U Light Li Medium Li Dark Li -STAINLESS STEEL: Finish as Specified Li 304 w/ #6 Dull Satin Li 304 w/ #8 Mirror Li -RED: Powder Coat Li -CUSTOMER COLORS (Specify) nnr )[ENT MODEL FRCI8IO-A (Shown) PRODUCT OPTIONS (cont.) DOOR STYLES: Li -A Full Glass, WI Tempered Safety Glass Li -B Break-Glass, w/ Lock & Break Rite® Handle Li -D Duo-Panel w/ Tempered Safety Glass Li -DV Duo-Vertical Panel w/ Tempered Safety Glass Li -DVL Duo-Vertical Panel w/ Lock, TSG & Break Rite® Handle Li -E Tempered Safety Glass (25 sq. in.) WI Break Rite® Handle Li -F Flush Solid Metal Li -FS Flush Solid Metal wl lock Li -J Insert Panel U (Specify) Optional inserts for glass-style doors **NOTE: DOOR STYLES -A, -D, -DV, -F; & -J PROVIDED wILEVER HANDLE/CAM LATCH **NOTE: ALL GLASS DOOR STYLES PROVIDED WITH CLEAR TEMPERED SAFETY GLASS IN COMPLIANCE WITH ANSI Z97-1-1984 Call Potter Roemer - Fire Pro for current listings and approvals. Dimensions are subject to manufacturers tolerance and may change without notice. Potter Roemer- y FIRE EQUIPMENT AM MANUFACTURERS POTTER ROEMER/FIRE PRO Headquarters: Also in: Fire Pro for ASSOCIATION New York assumes no responsibility use of void or - __________ P.O. Box 3527 (800) 526-4592 superceded data. dll Copyright Potter Roemer- Fire Pro, i city of Industry, CA Chicago (800) 547-3473 Member of Morris Group International 0 Please visit potterroemer.com for most current specifications. - NAFED [] ',A1S P E - O 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 800-366-3473 Dallas (866) 644-3473 FRC1810 SERIES Date: 11/22/19 NFPA 626-855-4890 . www.potterroemer.com WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov I I I I I F~ I I I I I I I I I H I I I FPPI Description Angle hose valves feature all brass* construction with forged or cast bodies for rigidity and light weight. Typical uses are in rack assemblies or any other application which requires a listed fire hose valve. Available in rough brass or polished chrome finish with a red hand wheel. UL, ULc Listed, FM Approved. Rated 300psi Installation Install in accordance with customary installation practices. Use an approved thread sealant such as PipeFit® Thread Sealing Paste with PTFE on the male threads to which the valve is being installed. DO NOT OVER TIGHTEN. Over tightening of the valve during installation to the male pipe threads may crack or deform the valve body. Only use tools suitable for the installation of this product. Do not use pipe wrench extenders to increase leverage on pipe wrenches. This may result in valve damage as well as personal injury. The information contained herein is produced in good faith and is believed to be reliable but is provided for guidance and information purposes only. FPPI and its agents cannot assume liability or responsibility for results obtained in the use or misuse of its product by persons whose methods and qualifications are outside and beyond our control. It is the user's responsibility to determine the suitability of, methods of use, preparation prior to use, and appropriate installation for all products purchased from FPPI. It is the user's sole responsibility to observe and adapt such precautions as may be advisable or necessary for the protection of personnel and property in the handling and use of any of our products. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 +1 (760)599-1168 + 1(800) 344-1822 + 1 (800) 344-3775 FAX © 2017 Fire Protection Products, Inc. I Specifications Material: Cast or Forged Brass* Body Finish: Rough Brass Polished Chrome* Threads: 2 ½" FNPT x FNPT x MNST x MBCT x MQST xMONT x MPHX x MTEM x MCLV x MNYFD x MDET x MCF x MRCH 2½" GRV x FNPT Ix MNST I x MQST x MNYFD 2 1/2" FNPT x 3 MNST 1 ½" FNPT x FNPT x MNST *Contains lead. Not for use in water systems intended for human consumption. c®us <9> APPROVED 37WL I I Water Flow Switch (VSR-M). There is no maintenance re- quired, only periodic testing and inspection. Should switch be found to be malfunctioning, refer to Potter Signal Techni- cal Literature for guidance. Model ARV Adjustable Relief Valve. Valve is not field ser- viceable. If inadvertent leakage is observed, first test the I pressure setting utilizing the procedure outlined in the ARV Relief Valve Setting Procedure. If valve does not respond to field adjustments, valve shall be replaced. I Note: Visual calibration lines on valve are used for approximate adjustment. Verify pressure setting with pressure gauge. Model UTD Universal Test & Drain Valve: The Globe I Model UTD Universal Test and Drain Valve does not require any regularly scheduled maintenance. The UTD is not field serviceable. Model ARV Care and Maintenance I ORDERING INFORMATION MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE ASSEMBLY MODEL ARV RELIEF VALVE (SEE GFV-575 for more information) Specify: MODEL ARV 1/2"ADJ RELIEF VALVE PN. 317900 Note: 300 psi (20.6 Bars) Pressure Gauges Standard (600 psi (41.2 Bars) Ordered Separately PN.............. ........................ 300121-D GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I Specify: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY,SIZE (1 1/4", 1 1/2",2", 2 1/2", 76.1 mm, 3", 4", 6", 165.1 mm, 8") PN (see Part Number in TableA-G) • REPLA CEMENT PARTS MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE PARTS/KITS I REPLACEMENT VSR-M FLOW SWITCH with ADAPTER (includes gasket) SIZE PART NUMBER I l 1/4" - 2"91144802 -A-G 2 1/2" 91144825-A-G 3" 91144803-A-G I " 91144804-A-G 6'v 91144806-A-G 8" 91144808-A-G I MODEL UTD TEST AND DRAIN (SEE GFV-570 for more information) MODEL UTD TEST AND DRAIN WITH RELIEF I Specify: VALVE,SIZE (1", 11/4", or 2") PN: SIZE PART NUMBER I i" (DN25) .........................311729 1 114"(DN32) .........................311730 2" (DN50) .........................311731 I Specify: MODEL UTD TEST AND DRAIN,SIZE or 2") PN: (1", 11/4", SIZE PART NUMBER 1"(DN25) ............................311704 I I 114"(DN32) .........................312368 ......................................311708 I I 4077 Airpark Dr. Technical Support Standish, Ml 48658 1-800-248-0278 Ph. 989-846-4583 techservicegIobesprinkler.com www.globesprinkler.com a--- "F, _____ JAN 2019 GFV-120 Page 11 of 11 INSTALLATION AND MAINTENANCE INSTALLATION The Model UMC Floor Control! Shotgun Riser assembly is sold as a complete unit, assembled and shipped in a single box. The Model UMC Manifold Check Valve must be installed in an accessible and visible location, which is maintained at or above a minimum temperature of 40°F (41C). The UMC may be installed in the horizontal or vertical (flow upward) orientation. All valves must be installed in accordance with the appropri- ate installation standard (i.e. NFPA 13 or other). All electri- cal connections must be made per the applicable installation standard and/or the National Electric Code (i.e. NFPA 70, NFPA 72 or other). Proper hydrostatic test procedure must be followed per NFPA 13. Note: It is not necessary to remove the ARV Relief Valve prior to system hydrostatic test. The Adjustable ARV may simply be temporarily adjusted to a pressure above the test pressure during the hydrostatic test. Be sure to re- turn the ARV Relief Valve to it's normal setting after the completion of the hydrostatic test. MODEL ARV RELIEF VALVE SETTING PROCEDURE The Globe 1/2 inch Model ARV, 300 psi Adjustable Pressure Relief Valve, is factory set to relieve at a pressure of ap- proximately 175 psi (12 bar). The Pressure Relief Valve may be reset to a higher pres- sure; however, it must be reset to relieve at a pressure which is in accordance with the requirements of the author- ity having jurisdiction, typically nominal 10 psi (.7 bar) above the expected normal system pressure. To reset the Model ARV pressure relief valve, use an ad- justable crescent wrench, to turn the hex cap clockwise for a higher pressure setting or counter-clockwise for a lower pressure setting. Use the calibrated lines on the stem for an approximate relief pressure setting. I full turn of the hex cap will result in approximately 25 psi increase or decrease. To verify the new setting, isolate the Model ARV relief valve and use a small hydrostatic pump attached to the supply. Increase the pressure at the relief valve to 10 psi above the expected normal system pressure. Readjust the ARV as needed to maintain a 10 psi higher relief setting. TESTING Reference NFPA 25, Standard for the Inspection, Testing and Maintenance of Water-Based Fire Protection Systems. Before proceeding with any tests involving water flow, the following precautions need to be taken: STEP 1. Check the location where the test connection discharges to make sure that all is clear and that there is no possibility of the water flow causing damage or injury. STEP 2. Check the end of the test connection to make sure that it is unobstructed. To achieve a satis- factory test, there must be an unrestricted flow of water when the test valve is wide open. STEP 3. Check for alarm connections to a central sta- tion or fire department. If such connections are found, give proper notice to the signal receiving station before proceeding with the test. Note: A main drain test may also operate local fire alarms unless they are tem- porarily disabled. MA IN TENA NCE The owner is responsible for the Inspection, Testing and Maintenance of their fire protection system. System inspection, testing and maintenance shall be per- formed in accordance with this section as well as NFPA 25 or other applicable Standard to insure the integrity of the entire system, including alarm functions as well as other system components. Any impairments must be immediately corrected. Before closing a system main control valve for maintenance work on the fire protection system, obtain permission to shut down the affected fire protection system from the proper au- thorities and notify all personnel who may be affected. Note: All valves should be carefully inspected, tested, and maintained in accordance with NFPA 25 or other applicable Standard. It is important to ensure a clean water supply free of debris and solid particles such as sand, gravel, or mud. If, during an inspection of a water control valve, sediment or free particles of matter are noted, a further examination of internal valve parts is necessary. All deposits should be removed from all operating parts and ports. Where difficulty in performance is experienced, the manu- facturer or its authorized representative shall be contacted before any field adjustment is to be made. UMC Clapper Facing. The rubber clapper facing should be checked for wear or damage and to determine that it is free of dirt and other foreign substances. If found to be worn or damaged (e.g., foreign matter embedded in the surface; cut or torn facing), the facing should be replaced. If it is dirty, it should be cleaned. Compounds which could damage the rubber facing must never be used. Should clapper facing replacement become necessary, the following steps should be performed; Note: Before performing the following steps, insure that the system has been depressurized and drained. Clapper Removal STEP 1. Remove handhole cover. STEP 2. Remove hinge pin plugs from front and back of UMC. STEP 3. Using alien wrench, push hinge pin from back of UMC towards front. STEP 4. Once hinge pin is accessible, carefully grab with pliers or similar to pull hinge pin out of body. Note: Care must be taken to confine clapper spring while extracting hinge pin from body. Spring is under tension around hinge pin. It is also recommended to cover drain port to minimize the possibility of spring inadvertently dropping into drain piping. STEP 5. Carefully remove clapper assembly from UMC. Clapper Replacement. When replacing clapper, be sure clapper spring has been properly positioned around hinge pin such that tension is applied to the clapper by the spring. Seat Ring. The seat ring should be checked for nicks and for stones, dirt or other foreign matter. It should be cleaned thoroughly. If the seat ring is found to be damaged, UMC should be replaced. JAN 2019 GFV-120 Page lOofli I I I I I I p I I I I I I Fig. 200 Fig. 200S Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317ONF) ®TOLCO 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 I I I c®uS LISTED 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) 0/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-11 71 E & A-A-11 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 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 Part N i 200-/2 Pipe 1/2° Size (15) Rod Size /8°-16 Iin. 31/8° A (79.4) 2/81, B (667) Approx. ii / ii (5.0) 200-/4 3/4' (20) /8'-16 31/8' (79.4) 21/2 (63.5) 11 (5.0) 200-1 1' (25) /8'-16 3/8' (85.7) 2/81, (66.7) 12 (5.5) 200_1114 11/4' (32) /8-16 33/4' (94.0) 2/81, (73.0) 13 (5.9) 200-1I2 11/2' (40) 1 3/8"-16 37/° (98.4) 2/81, (73.0) 14 (6.4) 200-2 2° (50) /8-16 41/2 (114.3) 3 (76.3) 15 (6.9) 200_2112 21/2 (65) /8-16 5/8° (142.9) 41/8" (104.7) 27 (12.3) 200-3 3 (75) /8-16 5/8° (149.1) 4 (101.6) 29 (13.3) 200-3I2 31/2 (90) /8-16 7/8' (187.3) 51/4' (133.3) 34 (15.6) 200-4 411 (100) /8-16 7I8 (187.3) 511 (127.0) 35 (16.0) 200-5 5 (125) /213 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° 1 (200) 1/2 '..13 131/8° (333.4) 8/4° (222.2) 136 (62.3) 44 Fig. 200-1 to 200-2 Fig. 200.21/2 to 200-8 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. I CO 00 OPER B-Line ®TOLCO c®US LISTED I B ( I I Fig. 200-I2. 200-/4 Fig. 200-2/2 to 200-8 I I I 2001018-1/2 Pipe 1/2' Size (15) Rod Size I M8 A I ' 31/8 ' (79.4) I 2/" B (66.7) Approx. Wt./100 I I 11 (5.0) 200M10-1/2 1/2' (15) M10 31/8" (79.4) 2/8" (66.7) ii (5.0) 200M8-3/4 3/4" (20) M8 31/8" (79.4) 21/2 (63.5) 11 (5.0) 200M10-3/4 3/4" (20) M10 31/8" (79.4) 21/2" (63.5) 11 (5.0) 2001Y18-1 1° (25) M8 3/8" (85.7) 2/8° (66.7) 12 (5.5) 200M1-1 1° (25) M10 3/8" (85.7) 2/' (66.7) 12 (5.5) 200M8-11/4 11/4 (32) M8 33/4" (94.0) 2I8' (73.0) 13 (5.9) 200M10-11/4 11/4 ' (32) M10 33/4' (94.0) 2/8" (73.0) 13 (5.9) 200M8-11/2 11/2° (40) M8 3/8" (98.4) 2/8' (73.0) 14 (6.4) 200M10-11/2 11/2° (40) M10 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200M8-2 2° (50) M8 4/2' (114.3) 3" (76.3) 15 (6.9) 200M10-2 2" (50) M10 41/2" (114.3) 3" (76.3) 15 (6.9) 200M-21/2 21/2" (65) M10 5/8" (142.9) 41/8" (104.7) 27 (12.3) 200M-3 3° (75) M10 5I8° (149.1) 4" (101.6) 29 (13.3) 200M-31/2 31/2" (90) M10 7/8" (187.3) 51/4" (133.3) 34 (15.6) 200M-4 4° (100) M10 7 /8" (187.3) 5' (127.0) 35 (16.0) 200M-5 5° (125) M12 91/8' (231.8) 61/4 ' (158.7) 66 (30.2) 200M-6 6" (150) M12 101/8" (257.2) 6/4' (171.4) 73 (33.4) 200M-8 8° 1 (200) M12 131/8" (333.4) 1 8I4" 1 (222.2) 1 136 (62.3) I I I I I I I Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod 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. '. (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)) Fig. 200-1 to 200-2 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved 0/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 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 IT in place of a knurl nut. Order By: Figure number and pipe size I Designed to meet or exceed requirements of FM DS 2-0. I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 00 1 COOPER B-Line Fig. B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) ®TDLCO Fig. B32051 - Threaded Rod (right & left hand threads) TL Specify Length Size Range: I8"-16 thru 3-4 rod 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 I I I I I I B3205-3/8 x ' /8-16 Thread Size Thread_ Standard 2/2 (63.5) L's ' 730 (3.25) Design Load u'. 572 (2.54) B3205-112 X '1' 1/2"..13 21/2 (63.5) 1350 (6.00) 1057 (4.70) B3205-518 x /8-11 21/2 (63.5) 2160 (9.61) 1692 (7.52) B3205-3/4 x /4'-10 3 (76.2) 3230 (14.37) 2530 (11.25) B3205-718x '1' I8'-9 31/2' (88.9) 1 4480 (19.93) 3508 1 (15.60) For larger sizes consult full line pipe hanger catalog. I I I I 'Fig. ATR - All Threaded Rod (OLC0 Fig. 99 & Fig. 100) Size Range: /8"-16 thru 11/2"-6 rod in 10' (3.05rn) 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. x '1' ' Threads 20 ' 240 ttiiilIiIIils T (1.07) ' slit !IIIII 12 á (5.44) AIR W x 'L' 16 730 (3.24) 29 (13.15) AIR I2" x 'L' 13 1350 (6.00) 53 (24.04) AIR /8" x 'L' 11 2160 (9.60) 89 (40.37) AIR 3/4" x 'L' 1 10 1 3230 1 (14.37) 123 (55.79) AIR /8" x '1' 1 9 1 4480 1 (19.93) 170 (77.11) I I I I I 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. I op— 00 COOPER B-Line Fig. 69 - Beam Clamp Retaining Strap (Cooper B-Line B3367) Size Range: /8-16 thru I4-10 rod 4" (1 01 .6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex for the Fig. 69 will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any Cooper B-Line or TOLCO beam clamp. I ®TOLCO C® US LISTED I I I I I I I I I I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. P!7P_ 00 1 COOPER B-Line Set Screw and Locknut Included I Beam Clamps ®TDLCQ c®Us IJSTED I Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Fig. 65XT - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) Size Range: I Fig. 65 - 1/2'13 rod sizes, and /8'-11 rod sizes Fig. 65XT - /8'-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut I Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with I casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits I inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, I /8 -16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2'..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B-Line for alternative finishes and materials. I Order By: Figure number and finish Fig. 65 Patent #4,570,885 I Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65 '/2 1/2 13 1'/2 (381) 3/4 (190) 1 (254) /16 (143) 65-/8 /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) Part F Approx. WtJ100 No. in. (mm) Lbs. (kg) I . 65-1 I2 11/4" (31.7) 55 (24.9) 65-/8 11/4" (31.7) 55 (24.9) I I I I I I Fig. 65XT-3/8 - Beam Clamp Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro-Ga Ivan ized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (100mm) pipe. Designed to meet or exceed requirements of FM DS 2-0. a®a LISTED I I I 3/4" (19.0) Set Screw and Locknut Included (34.9) (22.2) I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 13 B,;.-Line by .EaT4I Fig. 66 - Reversible Steel C-Type Beam Clamp 11/4" (31 .7mm) Throat Opening Size Range: /8'-16, 1/213 rod sizes, and /8'-11 rod sizes Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 11/4" (31.7mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2"13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish I I I S I I I I I Locknut Included I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. WP--J COOR B-Line RM iT M1 ~ MYSI _______________ No pre-drilling required. Quick to install using the Sammy Floor Joist Nut Driver with an 18V cordless dull/driver. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. Not less than 2" nominal width (1.1/2") up to 3-1/2" pipe; not less than 3" (2-1/2") nominal width 4" & 5" pipe I Minimum 2-1/2" from bottom for branch lines. Minimum 3" from bot- tom for main lines. Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of - •o steel beams. Watch a video dernonstrat,on at = www.itwbulldex.com Q HORIZONTAL MOUNT 1 1/4' 8019957 SWG200 1!4x2" 1725 (Fir) 25 125 114x1 - 622 (Fir) 300 - 25 125 a 3/8" 8021957 SWG20 114x2" 1725 (Fir) 1050 25 125 E3/8 8073925 sWG20sS 1/4x2 _T725 (Fir) 850 25 125 3/8" 8022925 SWG 25-380 3/8x 2-1/2" 2249 (Fir) 1500 25 125 #14SWRed ______ 318" 8023925 SWG30 1/4x3" 1884 (Fir) 125 Nut Driver Part #8114910 May require pre-drilling; consult joist manufacturer. w000 aaer SH.GST= 20 OR RAFTER ROD MANGER Iv/vA MAX ANGLE BR" "Eliminates distortion of threaded rod. Accommodates up to 3%" x 12 pitch roof. "Allows 170 deflection from vertical. Saves time from traditional methods. Reduces installation costs. "Made in the U.S.A. 1 J#14 Black 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 tNUtDflVer L4' Part # 8113910 1903 3/8811957 SHGST3O V4x3 20r) Dim, Lumber 150 3/8" 8269957 SH-GST/CST 20 5116x 1-3/4" 1406 @ 450off vertical Dim. Lumber 850 @ 450 903 Dim. Lumber 1/2" 8303957 SH-GST/CST2.0 5/160-3/4" 1406 @ 45"offverlical Dim. Lumber May require pre-drilling: consult joint manufacturer. #14 SH Orange Nut Driver Part #8273910 1475 25 125 1475 25125' 25 125 25 125 I SAMMYS® FOR WOOD "No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. Watch a video demonstration at . www.itwbuildex.com I [1 I I Li i - #14 Black Nut Driver Part # 8113910 i #14 SW Red Nut Driver Part #8114910 1/4" 8002957 GST 100 1/4 x1" 25 125 1/4" 8003957 ST 200 1/4x2" - 1760 (Fir) - 25 125 1/4 8004957 GST 300 1/4 x 3" 2060 (Fir) 25 125 (7/16' OSB) 3/8" 8007957 D 210 GST 10 1/4 x1" 300 25 125 -.°' 3/8 8008957 GST 20 1/4x2" 1760 (Fir) 850 1475 25 125 L-3/8 -8068925 GST2OSS 1/4x2 - 1760 (Fir) 850 25 125 - QL 3/8" 8009925 GST 25-380 3/8x2-1/2" 2113 (Fir) 1500 25 125 3/8 8010957 GST3O 1/4x3 2060 (Fu) 15001475 25125 1 3/8" 8069925 GST 30-Ss 1/4x3" 2060 (Fir) 25 125 3/8 8011925 GST 40 1/4x4 - 2180 (Fn) 25 125 1/2' 8013925 GST2 1/4x2" 1760 (Fir) 25 125 [1/2 8014925 GST 25 380 3/8X21/2 j!) - 25 i25j 1/2' 8015925 GST3 1/4x3" 2275 (Fir) 25 125 =w oHS MADE IN U.S.A SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SECTION CONTENTS General Information.........................1 Material Specifications...................1 Installation Instructions..................2 Strength Design (SD).......................3 Performance Data............................4 Redundant Fastening......................8 Ordering Information.......................9 ~' 77711~~41 INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYR) 1/4', 3/8' and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck [C01I)E3 LISTED] I cc-ES_ESR-2272 [ CONCRETE GENERAL INFORMATION SNAKE+® Internally Threaded Screw Anchor The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand- lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Suspending conduit, cable trays and strut • Pipe supports Interior applications/low level • Seismic and wind loading applications corrosion environment • Fire sprinklers Tension zone areas • Suspended lighting + Cracked concrete approved alternative to a dropin anchor + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete, Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC1 93 for use in structural concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 (Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3038104 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 03 16 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS I Anchor Component I Specification I Anchor Body Case hardened carbon steel I Plating Zinc plating according to ASTM B633, SC1 Type Ill (Fe/Zn 5) I Minimum plating requirements for Mild Service Condition www.DEWALTcom INSTALLATION INSTRUCTIONS ENtaNEEBED Br?owers- INSTALLATION INSTRUCTIONS Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth (e.g. dust extractor, hollow bit). The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212.15. Step 2 Select a powered impact wrench that does not exceed the maximum torque, Tee, for the selected anchor diameter. Attach the Snake+ setting tool supplied by DEWALT to the impact wrench. Mount the anchor onto the setting tool. Step 3 Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. Step 4 Insert threaded rod or a bolt into the Snake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tm. Minimum thread engagement should be at least one anchor diameter. :V ; : 1. J\ v/f Mln.4-1/2(Tflp) I Mln.12"C.C.(ryp) Upper flute fOalley) ' Lower flete (Ridge) J No. 20 Gage Steel STRUCTURAL SOND-UGHIWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 1. Min. 3" Clearance Upper flute (Valley) Snak7icUer J MIfl/2 f Min. 4-112" I ' Min. 12Typ) (1P) - Lower flute No. 20 Gage Stout Rib Edge 1-800-4 DiWALt 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles provided in minimum hole clearance is satisfied, Anchors in the lower flute may be installed with a maximum 1 -inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Installation Detail for Snake+ Installed In the Soffit of Concrete over Steel Deck floor and Roof Assemblies' I I I Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies SAND-UGHIWEIOHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 2.500 PSI) Snake+ Anchor Min. 3-1/4" r 1. 318-inch diameter anchors may be placed in the topside of steel deck profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied as given in the installation information table. STRENGTH DESIGN (SD) ENGINEERED sr?owers STRENGTH DESIGN (SD) C0111113' LIsrlD Installation Information for Snake+ Screw Anchor for Single Point Applications I ICC-ES ESR-2272 118 Anchor Property/ Nominal Anchor Size I Threaded Coupler Diameter (inch) Setting Information Notation Notation Units 3/8 1/2 Nominal outside anchor diameter da(do)3 in. 0.375 (9.5) 0.500 (12.7) 0.750 (mm) (19.1) Internal thread diameter (IJNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Minimum diameter of hole clearance in fixture for dh in. 5/16 7/16 9/16 steel _insert _element _(following _anchor _installation) Nominal drill bit diameter dbft in. 3/8 ANSI 1/2 ANSI 3/4 ANSI Minimum hole depth h2 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth' hnom in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment hef in. (mm) Not Applicable4 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) TSMV ft-lb. -m) 120 (163) 345 (468) 345 (N (468) Maximum tightening torque of steel insert element Tm ft-lb. 4 8 36 (threaded rod or bolt) (N-m) (6) (11) (49) Anchors Installed In Concrete Construction' Minimum member thickness2 hmn (mm) in.Not Applicable' 4 (102) 4 (102) Critical edge distance Cac in. (mm) Not Applicable' 3 (76) 4 (102) Minimum edge distance' cmin in. (mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance' Smin in. (mm) Not Applicable 3 (76) 4 (102) Anchors Installed In the Topside of Concrete-FIlled Steel Deck Assemblies, Minimum member topping thickness hmn,dac (mm) Not Applicable Not applicablek 3-1/4 (83) Critical edge distance cac,dacKu p in. (mm) Not Applicable 3 (76) Not applicable Minimum edge distance cn.top in. (mm) Not Applicable' 3 (76) Not applicable Minimum spacing distance ___F Smin,uwp in. (mm) Not Applica ble4 3 (76) Not applicable The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable. For installations through the soffit of steel deck into concrete, see installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h5f or 1.5 times the flute width. The notation in parenthesis is for the 2006 IBC. The 1/4-inch diameter anchor is limited to redundant fastening design only. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. I I I wwwDEWALTcom ENONEEBBO BY ?owers' PERFORMANCE DATA PERFORMANCE DATA Tension Design Information (For use with load combinations taken COJ)I JJSTI iii from ACI 318-14 Section 53 or ACI 318-11 Section 9.2)52 iCC-ES ESR-2272 J Q0 Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch 1/2 inch Anchor category 1,2 013 - 1 1 Nominal embedment depth hm in. 1-5/8 2-3/16 STEEL STRENGTH IN TENSION' ksi ASTM A36 36.0 (248) Minimum specified yield strength of steel insert element f5 (N/) ASTM A193, 105.0 Grade 137 (724) - Minimum specified ultimate strength ksi 'A36 ASTM 58.0 (400) ASTM Al 93, 125.0 - of steel insert element futa (N/mm2) Grade 137 (862) Effective tensile stress area of steel insert element (nn2) 0.0775 0.1419 ASTM A36 4.495 8,230 Steel strength in tension Nsa lb (20.0) (37.0) Al 93, 9,685 (kN)ASTM Grade B7 (43.1) - Reduction factor for steel strength' - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION, Effective embedment her 18 0 1.54 Effectiveness factor for uncracked concrete kct - 24 30 Effectiveness factor for cracked concrete ka - 17 24 Modification factor for cracked and uncracked concrete' IN Cracked concrete = 1.0 Uncracked concrete =1.O Critical edge distance cac (mm) (76) I (102) Reduction factor for concrete breakout strength' - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPUCATIONS)' Characteristic pullout strength, uncracked concrete (2,500 psi)' N '' lb N) S e t 7 e note See note 7 Characteristic pullout strength, Np,cr lb See note 7 1,665 cracked concrete (2,500 psi)' (kN) (7.4) Reduction factor for pullout strength' - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)' 1 Np.w lb See note 7 16 65 Reduction factor for pullout strength' 0 1 - Condition B = 0,65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORM -WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, Np,deckuncr lb 1,515 1,625 uncracked concrete over steel deck' (kN) (6.7) (7.2) Characteristic pullout strength, N lb 1,075 1,300 cracked concrete over steel deck',' (kN) (4.8) (5.8) Characteristic pullout strength, Nudek,esi lb 1,075 1,300 cracked concrete over steel deck, seismicus (kN) (4.8) (5.8) Reduction factor for pullout strength, concrete over steel deck' - Condition B = 0.65 For Si: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mm2; 1 lbf = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable, must apply. Installation must comply with published instructions and details. All values of 4' were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2. If the load combinations ACI 318-11 Appendix care used, the appropriate value of 4, must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable, requirements for Condition A, see ACI 318-14 17.3.3(c) or ACI 318-11 D.4.3(c), as applicable, for the appropriate 4, factor. If is assumed that the threaded rod or boll used with the Snake+ anchor is a ductile steel element with minimum specified properties as listed in the table or an equivalent steel element The Snake+ anchor is considered a brittle steel element in tension as defined by ACI 318-14 2.3 or ACI 318-110.1 as applicable. Tabulated values for steel strength in tension must be used for design. For all design cases use Ip' = 1.0. The appropriate effectiveness factor for cracked concrete (kV) and uncracked concrete fsasa) must be used. For all design cases use I/fv = 1.0. For concrete compressive strength greater than 2,500 psi, N = (pullout strength from table)(specified concrete compressive strengtiv2,500)65. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted lobe used in lightweight concrete provided the modification factor A. equal to 0.8A, is applied to all values of Vf7c affecting N6 and Vn. A. shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. Values for N5,, are for sand-lightweight concrete (f'c,min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied, In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.4.2 or ACI 318-11 0.5.2, as applicable, is not required for anchors installed in the deck soffit (flute). The notation in parenthesis is for the 2006 IBC. 1-800-4 ___K_ DEW L + w z U) Fil. I PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2)12 ENGINEERED BY?owers- F COI)E LISTEI) ICC-ES ESR-2272 118 Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch 1/2 Inch Anchor category 1,2 0r3 - 1 1 Nominal embedment depth hwm in. 1-5/8 2-3/16 STEEL STRENGTH IN SHEAR' ASTM A36 770 1,995 Steel strength in shear' V2 ASTM Al 93, 1,655 (kN) Grade 87 (7.4) - Reduction factor for steel strength' 4' - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR' Nominal outside anchor diameter da(do)° in. 0.500 0.750 Load bearing length of anchor - 1.10 1.54 (her or 8d3, whichever is less) (28) (39) Reduction factor for concrete breakout strength' 4' - Condition B = 0.70 PRYOIJT STRENGTH IN SHEAR' Coefficient for pryout strength - 1.0 1.0 (1.0 for in, for _het_<_2.5_ _2.0_ _het _~!_2.5_in.) Effective embedment her in. (mm) 1.10 (28) 1.54 (39 Reduction factor for pullout strength' 4' - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS ASTM A36 770 1,995 Steel strength in shear, seismic' Vsa,q lb 34) ASTM A193, 1,655 (kN) Grade 87 (7.4) - Reduction factor for pullout strength' 4' - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK' ASTM A36 770 1(395 lb 34) Steel strength in shear, concrete over steel deck' V6 (k ASTM Al 93, 1,655 Grade 87 (7.4) - ASTM A36 770 1,995 Steel strength in shear, concrete over steel deck, -seismic, Veq (kN) ASTM Al 93, 1,665 Grade B7 (7.4) - Reduction factor for pullout strength' 4' - Condition B = 0.60 For SI: 1 inch = 25.4 mm, 1 lbf = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix Care used, the appropriate value of 4' must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable, requirements for Condition A, see ACI 318-14 17.3.3(c) or ACI 318-11 D.4.3(c), as applicable, for the appropriate 4' factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a ductile steel element as defined by ACI 318-142.3 or ACI 318-11 0.1, as applicable. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 17.5.1.2b in ACI 318-14, 0-29 in ACI 318-11, and ACI 318-14 17.5.1.2 or ACI 318-11 0.6.1.2, as applicable. Anchors are permitted to be used in lightweight concrete provided the modification factor L equal to 0.8.2.. is applied to all values of 4T6 affecting N6 and V. .2.. shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for V8,ds are for sand-lightweight concrete (f'c,min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.5.2 or ACI 318-11 D.6.2, as applicable, and the piyout capacity in accordance with ACI 318-14 17.5.3 or ACI 318-11 0.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. The notation in parenthesis is for the 2006 IBC. www.DEWALTcam I I I Cl) z M + Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength, l'c (psi) Nominal Anchor Nominal Embed. insert Element 2,500 I 3,000 I 4,000 I 6,000 8,000 Nn 4Nn çioin q)Nn tin Nn Size h,a (Threaded (in.) on. Rod ci Bolt) Tension Shear Tension Shear To Shear Tension Tension I Shear (Ibs) (lbs.) (lbs.) (lbs•) (lbs.) (lbs.) fibs.) (lbs•) (lbs.) bs.) ASTM A36 635 1111 700 liii 805 III 985 lII 1,140 IIl 3/8 1-5/8 ASTMA193 Grade B7 635 685 700 750 805 870 985 1,0 65 1,140 J7j 1/2 2-3/16 ASTMA36 1,080 1,185 1,370 * 1,675 ' 1,935 U - Anchor Pullouout Strength Controls U - Concrete Breakout Strength Controls 0 - Steel Strength Controls Tension and Shear Design Strengths Installed In Uncracked Concrete steel Minimum Concrete Compressive Strength, fc (psi) Nominal Anchor Nominal Embed. iilSOit Element 2,500 I 3,000 I 4,000 I 6,000 I 8,000 4)Nn I thvn 4Nn ONn it (Threaded (In.) (in.) Rod Bolt) Tension Shear Tension Shear Tension I Shear I Tension Shear I Tension I St"ea )i (lbs.) (lbs.) abs.) 1,610 Size (lbs.) (lbs.) bs. (lbs.) bs. Otis.) ASTM A36 900 1111 985 III 1,140 1111 1,395 III 3/8 1-5/8 ASIM A193 Grade B7 900 970 985 1,060 1,140 JP74 1,395 JIU 1,610 IjZ 1/2 2-3/16 ASTM A36 1,865 2,040 2,355 _________ 2,885 3,33 5 U - Anchor Pultout/Pryout Strength Controls U - Concrete Breakout Strength Controls • - Steel Strength Control I I ENIaNESRED By?owers PERFORMANCE DATA Factored Design Strength (ON, And OVA) Calculated In Accordance With ACI 318-14 Chapter 17: 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: - Cal is greater than or equal to the critical edge distance, ca, (table values based on Cal = Cac). - ca2 is greater than or equal to 1.5 times Cal. Calculations were performed according to ACI 318-14 Chapter 17. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors (0) were based on ACI 318-14 Section 5.3 for load combinations. Condition B is assumed. Tabular values are permitted for 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. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318-14 Chapter 17. For other design conditions including seismic considerations please see ACI 318-14 Chapter 17. 1-800-4DWALt I I DEWALT PERFORMANCE DATA ENNEERED Br?owers IREDUNDANTIFASTENING APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Number of Anchorage Points a ni Strength Design (Redundant Fastening): I I \nAt I1 I Anchor n3 1 Per 4' Anchorage I Point Donor Element Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables ni = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or ACI 318-14 Section 5.3 or ACI 318 (-1 1-08-05) Section 9.2. Design values for use with allowable stress design shall be established taking Rd, ASD = çbra • Fra oO Where o is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, o is equal to 1.4 assuming all dead load. I I I Strength Design (SD) Design values for use with strength design shall be established taking 0, • F. See redundant fastening design information table for Snake+ design resistance. wwwDEWALTcom ENGINEERED BY?owers REDUNDANT FASTENING REDUNDANT FASTENING Installation Information for Snake+ Screw Anchor In Redundant Fastening Applications Anchor Nominal Anchor Size / Threaded Coupller Diameter (Inch) Setting Information Notation Units 1/4 3/8 1/2 Nominal drill bit diameter dt in, 3/8 ANSI 1/2 ANSI 3/4 ANSI Nominal embedment depth h03 in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment h in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness hmin in. 3 (76,2) 3 (76.2) 3 (mm) (76.2) Overall anchor legnth f.arm in. 1-1/4 1-1/4 1-11/16 (mm) (32) (32) (43) Minimum edge distance, redundant fastening' cmin = CaC in. 4 (102) 4 (102) 4 (mm) (102) Minimum spacing distance, redundant fastening' smin in, 8 (203) 8 (203) 8 (mm) (203) Maximum tightening torque of steel insert ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Maximum impact wrench power (torque) TaC ft-lb. (N-m) 120 (163) 345rew 345 (468) (468) 1. Tabulated minimum spacing and edge distances are applicable Only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors',',' Anchor Property/ Notation Units Nominal Anchor Si ze _________________ 1/4" 3/8" 1/2" Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hoom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE° Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete (2 500 si) na lb (kN) n ~: '+ no ?:,) fl rn 2! 3 fli 2t + no 2~ 550 360 675 450 675 450 1 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor3 - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK'° Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete over steel deck (2,500 psi) Ideck lb ni ~! '+ n ~ 3 iii ~! '+ n ~! 3 ft 2! '+ no ~! 550 360 1 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor' - 0.65 For SI: inch = 25.4 mm, 1 lbt = 0.0044 kN. The data in this table is intended to be used with the design provisions of Section 4.3 of this report; loads may be applied in tension, shear or any combination thereof. Installation must comply with published instructions and this report. All values of 0 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318 (-11 -08, -05) Section 9.2, as applicable. It is assumed that the threaded rod or bolt used with the Snake+ anchor has properties as listed in Tension Design Information table. Anchors are permitted to be used in lightweight concrete provided the design strength 0. F is multiplied by the modification factor A. The modification factor A is equal to 0.8.2.,, A shall be determined in accordance with the corresponding version of ACI 318. For anchors installed in the soffit of sand-lightweight concrete-filled steel deck and floor and roof assemblies, further reduction of the pullout values provided in not required. For Installations through the soffit of steel deck into concrete see the Installation detail. Anchors in the lower flute may be Installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3he or 1,5 times the flute width. 1-800-4 DIW.ALt I I I Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box' SW. Ctn. 640USD 1/4 1-5/8" 11/32' 100 1,000 6401 SD 3/8" 1-5/8' 23/32' 50 500 6403SD 1/2' 2-1/2" 15/16' 50 300 1. Each box comes with one free setting tool ORDERING INFORMATION ENONESREDBY'?owers' Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete' 2,3,4 Minimum Minimum Concrete Compressive Strength £c = 2,500 psi (17.2 MPa) f'c = 3,000 psi (20.7 MPa) f'c = 6,000 psi (41.4 MPa) Nominal Anchor Embedment Diameter Depth Tension Shear Tension Shear Tension Shear In. In (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) 0(N) 1/4 1-5/8 2,130 1,045 2,335 1,045 (41) (9.5) (4.6) (10.4) (4.6) - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9,7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ulti mate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors In uncracked concrete installed at critical spacing distance between anchors and at critical edge distance, Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ORDERING Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size SW. Ctn. 6402SD 1/4" 1 6407SD 3/8' 1 6404SD 1/2" 1 Suggested Impact Wrench 20V Max* Impact Wrenches 1/4 DCF880M2 1/2" Impact Wrench 3/8 3/8 DCF894HP2 3/8 and 1/2' Impact Wrench 1/2 High Torque * I I wnw.DEWALTcom ENGINEERED By lowers- SECTION CONTENTS General Information ......................... 1 Material Specifications...................1 Installation Specifications..............2 Installation Instructions..................3 Performance Data............................5 Ordering Information.....................10 F9B POWER-STUD+ SD2 ASSEMBLY THREAD VERSION IJNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYR) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck Grouted-filled concrete masonry (CMLI) C LISTED Icc-ES_ESR-2502 CONCRETE I I I I I GENERAL INFORMATION GENERAL INFORMATION POWER-STUD® +502 High Performance Wedge Expansion Anchor The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications /low level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading Medium to heavy duty purposes + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor + Anchor design allows for follow-up expansion after setting under tensile loading International Code Council, Evaluation Service CC-ES), ESR-2502 for cracked and uncracked concrete Code Compliant with the 2015, IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, and 2009 IRC Tested in accordance with ACI 355.2 and ICC-ES AC1 93 for use in structural concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 Appendix D Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Global (Factory Mutual) - File No, 3033795, 3/8' and 1/2" diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. EX1289 - See listing CSI Divisions: 03 16 00 - Concrete Anchors, 04 05 19.16 - Masonry Anchors and 05 05 09 - Post-Installed Concrete Anchors. Expansion anchors shall be Power-Stud+ SD2 as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor component Specification Anchor Body Medium carbon steel Hex nut carbon steel, ASTM A 563, Grade A Washer Carbon Steel, ASTM F 844; meets dimensional requirements of ANSI B18.22.2. Type A Plain Expansion wedge (clip) Type 316 Stainless Steel Plating (anchor body, nut and washer) Zinc plating according to ASTM B 633, SC1 Type Ill (Fe/Zn 5). Minimum plating requirements for Mild Service condition. DUSTXI AIICIIORINSTALLAIIGN SYSTEM www.DEWALTcom ENNBERED BY ?owers INSTALLATION SPECIFICATIONS INSTALLATION SPECIFICATIONS Installation Table for Power-Stud+ SD24 Anchor Notation Units Nominal Anchor Size 3/8" 1/2" 5/8" 314" Setting Information Anchor diameter d3 in. 0.375 0.500 0.625 0.750 (mm) (5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbli in. 3/8 ANSI 1/2 ANSI 3/4 5/8 ANSI ANSI Minimum nominal h. in. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 5-3/4 embedment depth (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment her in. 2 2 3-1/4 3-1/4 4-1/4 3-3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth' h0 in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5 6-1/4 (mm) (67) (70) (102) (108) (133) (127) (159) Minimum concrete hmn in. 4 4-1/2 I 6 5-3/4 5-3/4 5-3/4 6-1/2 8 7 10 member thickness (mm) (102) (114) I (152) (146) (146) (146) (165) (203) (178) (254) Minimum overall anchor length3 GO in. in. 3 (762) 3-3/4 (95) 4-1/2 (114) 4-3/4 (121) 6 (152) 5-1/2 (140) 7 (178) Minimum edge distance' cmn in. 2-1/2 4 2-3/4 4 2-3/4 4-1/4 4-1/4 5 4-1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (1 27) (114) Minimum spacing distance' 5mm in. (mm) 3-1/2 (88.9) 6 (152) 6 (152) 4 (102) 6 (152) 4-1/4 (108) 4-1/4 (108) 6 (152) 6 (152) Critical edge distance' cac in. (mm) 6-1/2 (165.1) 8 (203) 10 (254) 8 (203) 15-3/4 (400) 10 (254) 12 (305) 12 (305) Installation torque ft-lb. (N-m) 20 (27) 40 (54) 60 (81) 110 (149) Torque wrench socket size - in. 9/16 3/4 15/16 1-1/8 Nut height - in. 21/64 7/16 35/64 41/64 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. The embedment depth, h, Is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. For installations through the soffit of steel deck into concrete see the installation details in Figure A, B, and C. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hi or 1.5 times the flute width. The hole diameter in the steel deck must not exceed the hole diameter in the concrete by more than 1/8-inch (3.2 mm). The listed minimum overall anchor length is based on anchor sizes commercially available at the time of publication compared with the requirements to achieve the minimum nominal embedment depth and possible fixture attachment. The anchors may be installed in the topside of concrete-tilled steel deck floor and root assemblies in accordance with the installation specifications and design information provided the concrete thickness above the upper flute meets the minimum thicknesses specified in the tables; see Setting Information for Installation on the Top of Concrete-Riled Steel Deck Assemblies table and installation detail D. Anchor Settina Information for Installation on the Too of Concrete-Filled Steel Deck Assemblies'.' Anchor pp,1j Notation Units Nominal Anchor Size (Inch) 3/8" 1/2" Setting Information Nominal drill bit diameter dbmt in, 3/8 ANSI 1/2 ANSI Minimum nominal embedment depth' hm in. (mm) 2-3/8 (60) 2-1/2 (64) Effective embedment he in. (mm) 2.00 (51) 2.00 (51) Minimum concrete member thickness' hmmn,du in. (mm) 2-1/2 (64) 2-1/2 (64) Critical edge distance cac,d,p in. 8 (203) 9 (mm) (229) Minimum edge distance cmmn,eecu,tw in. (mm) 4 (102) 2-3/4 (70) 4 (102) 8 (203 Minimum spacing distance 5m1n,dedctan in. (mm) 3-1/2 (89) 6 (152) 8 (203) 4 (102) Minimum hole depth h0 in. (mm) 2-1/2 (64) 2-1/2 (64) Installation torque Tinat ft -lb. -m) 20 (27) 40 (N (54) Torque wrench socket size - in. 9/16 3/4 Nut height - in. 21/64 7/16 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. The embedment depth, is measured from the outside surface of the concrete member to the embedded end of the anchor pnor to tightening. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies provided the concrete thickness above the upper flute meets the minimum thicknesses specified in this table. Minimum concrete member thickness refers to the concrete thickness above the upper flute (topping thickness). See Installation Detail D. For all other anchor diameters and embedment depths, refer to the installation table for applicable values of hmin, c.in and s,,2n, Design capacities shall be based on calculations according to values in Tension and Shear Design Information for Anchors in Concrete tables. 1-800-4 DIWAEt I I I I I I I I I I I I I I I I I INSTALLATION INSTRUCTIONS Power-Stud+ SD2 Anchor Detail ENGiKuRED sy?owers Head Marking Legend Letter Code = Length Identification Mark '+' Symbol = Strength Design Compliant Anchor Number Code 2 = Carbon Steel Body and Stainless Steel Expansion Clip Before After Length Identification Mark A I B C D E F C H I J K L M N o p From 1-1/2 2" 2-1/2 3" 3-1/2 4' 4-1/2 5' 5-1/2 6' 6-1/2 7" 7-1/2 8" 8-1/2 9" Up to but not including 2" 2-1/2 3" 3-1/2" 4" 4-1/2 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2 9" 9-1/2" Length identification mark indicates overall length of anchor. INSTALLATION INSTRUCTIONS Installation Instructions for Power-Stud+ SD2 4 ICE EMB IN M---== I =1 -. - Step 1 Step 2 Step 3 Step 4 Using the proper drill bit size, drill a hole Remove dust and debris from the hole Position the washer on the anchor and Tighten the anchor with a torque wrench into the base material to the required during drilling, (e.g. dust extractor, thread on the nut. If installing through by applying the required installation depth. The tolerances of the drill bit hollow bit) or following drilling (e.g. a fixture, drive the anchor through the torque, used should meet the requirements of suction, forced air) to extract loose fixture into the hole. Be sure the anchor ANSI Standard B212.15. particles created by drilling, is driven to the minimum required embedment depth, hnom. www.DEWALTcom and Boot Assemblies (SO Dimensional Protile Kequirements).z STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 1Min. 2-1/411 —1° Clearance Min. i :.. ..... ,.. ,.•., ., ,.•., ... .. 1/2" 4 4 AnclhoeOOPl\1] 'JJV: 11 3 IM /\ 2-1/2° Mb. Min. ENNEERED BY ?owers INSTALLATION INSTRUCTIONS Installation Detail A: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor and HOOT Assemmies see aimensional proiuue require STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Mm. 3-1/4 3/4 Clearance MIT. Upper Rate (Valley) : Max Min. 4-1/2° 31- ;sled+\;. Power Anchor fryp) Min. 4-1/2 Mln.12-t/?(Typ) Mm. Lower Flute (RIdRe) 1-1/4 No.20 Gage Steel Deck Mm. flute Edne I I I I Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 1 -inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. I Installation Detail B: Power-Stud+ SD2 Installed in the Soffit of Concrete Over Steel Deck Floor 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of Detail B profiles maybe installed with a maximum 15/16 -inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Installation Detail C: Power-Stud+ S02 Installed in the Soffit of Concrete over Steel Deck Floor Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail C provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail C profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail C provided the concrete thickness above the upper flute is minimum 3-1/4-inch and a minimum hole clearance of 3/4-inch is satisfied. I IT I I I I I and HOOT Assemnhles isee aimensuonai proiuie rei LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 1° Clearance Min. Upper Flute (Valley) Anchor (Typ) Mm. Lower Flute (Ridge) No. 20 Gage Steel Deck Min.. Rote Edge Mm. 3,4° No. 20 Gage Steel Deck Min. Lower Flute Ec Installation Detail D: Installation Detail for Anchors in the Top of Concrete Over Steel Deck Floor and HOOT Assemblies see aumensional proiuue requureme I I LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM Z500 PSI) Power-Stud, Anchor )Typ) Min. 2-1/2" — Upper FIuto(Valley) Mini Mln.3-1/2 (lp) . '. I Mifl.1.3/4" Mln.O°(Typ) Lower Rate (Ridge)— Min. 21/2 No. 20 Gage Steel Deck Mhn._J (thy) Rule Edge 1-800-4 DEW i! Anchors may be placed in the top side of concrete over steel deck profiles in accordance with Detail D provided the minimum concrete thickness above the upper flute (topping thickness) is as illustrated and the minimum spacing distance and minimum edge distances are satisfied as given in Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies Table, For anchors installed in the top of concrete over steel deck profiles with concrete thickness above the upper flute (topping thickness) greater than or equal to the minimum concrete member thicknesses specified in Installation Table for the Power-S)ud+ SD2, the minimum spacing distance and minimum edge distances may be used from this table, as applicable. I I I I PERFORMANCE DATA ENNEERED an Powers- PERFORMANCE DATA Tension Design Information1'2'2 FIT)E! LISTED ESR-2502 I Nominal Anchor Diameter (inch) Design Characteristic Notation Units 3/8 1 5/8 3/4 Anchor category 1,2 013 - 1 1 1 1 1 1 STEEL STRENGTH IN TENSION (ACI 318-14 17A1 or ACI 318-11 0.5.1) Minimum specified yield strength (neck) f5 ksi (N/mm7) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate tensile strength (neck) 6 ksi 182200 160 106.0 90.0 Effective tensile stress area (neck) A, N in' 0.0552 0.1007 0.1619 0.2359 (mm7) (35.6) (65.0) (104.5) (153.2) Steel strength in tension' N lb 6,625 10445 13080 21,230 (kN) (29.4) (46.5) (58.2) (94.4) Reduction factor for steel strength' - 0.75 CONCRETE BREAKOUT STRENGTH IN TENSION (ACI 318-1417.4.2 or ACI 318-11 0.5.2) Effective embedment h in. 2.00 2.00 3.25 1 3.25 4.25 3.75 5.00 (mm) (51) (51) (83) (83) (108) (95) (1 27) Effectiveness factor for uncracked concrete k77r 24 24 24 24 Effectiveness factor for cracked concrete k6 - 17 17 17 17 Modification factor for cracked and uncracked concrete' I/FC,N - 1.0 nteees 10 See note 6 10 See note 6 10 See note 6 Critical edge distance cac 1 in.See Installation Table Reduction factor for concrete breakout strength' 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (ACI 318-1417.4.3 or ACI 318-11 D.5.3) Characteristic pullout strength, NP'U' lb 2,775 See 6,615 See See See See uncracked concrete (2,500 psi)' (kN) (12.3) note 8 (29.4) note 8 note 8 note 8 note 8 Characteristic pullout strength, N" lb 2,165 See 4,375 See See See 7,795 cracked concrete (2,500 psi)' (J<N) (9.6) not 8 (19.5) note 8 note 8 note 8 (35.1) Reduction factor for pullout strength' - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS (ACI 318-1417.2.3.3 or ACI 318-11 0.5.3.3.3) Characteristic pullout strength, seismic (2,500 psi)'," Np,w lb b1 65 See ote 8 nteee8 I ntee8 See note 7,795 Reduction factor for pullout strength 0 - 0.65 (Condition B) Uncracked concrete /3 lbflin 865,000 717,00 569,000 420,000 Mean axial stiffness values (kN/mm) (151) (126) (100) (74) service load range" Cracked concrete lbflin 49,500 57,000 64,500 72,000 P(<NImm) (9) (10) (11) (13) The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318 Appendix 0, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318 0.3.3, as applicable, shall apply. Installation must comply with published Instructions and details. All values of 4, were determined from the load combinations of 1BG Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix C are used, then the appropriate value of 0 must be determined in accordance with ACI 318-11 0.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318 Appendix 0, as applicable, requirements for Condition A, see ACI 318-14 17.3.3 or ACI 318-11 0.4.3, as applicable, for the appropriate 4) factor when the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable, are used. 4, The Power-Stud+ S02 is considered a ductile steel element in tension as defined by ACI 318-142.3 or ACI 318 D.1, as applicable. Tabulated values for steel strength in tension are based on test results per ACI 355.2 and must be used for design in lieu of calculates. For all design cases use V1,N = 1.0. Select appropriate effectiveness factor for cracked concrete (cc,) or uncracked concrete (kmcr), For all design cases use I//c,p = 1.0. For concrete compressive strength greater than 2,500 psi, N. = (pullout strength value from table)(specified concrete compressive strength/2500). For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n = 1/2 with the exception of the 3/8" anchor size for cracked concrete where n = 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided the modification factor A. equal to 0.8A. is applied to all values of 41 c affecting N7 and V. A shall be determined in accordance with the corresponding version of ACI 318. Tabulated values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Mean values shown; actual stiffness varies considerable depending on concrete strength, loading and geometry of application. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies; see installation details A, B, C and 0. wenN.DEWALTcom ENONEERED By'?owers' PERFORMANCE DATA U Shear Design Information','8 COJ)E LISTED ICC-ES ESR-2502 1 0 Nominal Anchor Diameter (Inch) Design Characteristic Notation Units 3/8 1/2 5/8 3/4 Anchor category 1,2013 1 - 1 1 1 1 STEEL STRENGTH IN SHEAR (ACI 318-14 17.5.1 or ACI 318-110.6.1)1 Minimum specified yield strength (threads) f8 ksi (N /ms 76,8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate tensile strength (threads) f ksi (N/mm2) 100.0 (690) 88.0 (607) 88.0 (607) 80.0 (551) Effective tensile stress area (threads) A66 V in' (mm2) 0.0775 (50.0) 0.1419 (65.7) 0.3345, 0.2260 (104.9) (215.8) Steel strength in shear' V66 lb 3,115 4,815 12,610 (kN) 10,170 (13.9) (21,4) (45.2) (56.1) Reduction factor for steel strength' 4) - 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR (ACI 318-14 17.5.2 or ACI 318-110.6.2)1 Load bearing length of anchor in. 2.00 2.00 I 3.25 I 3.25 4.25 I 3.75 I 5.00 (het or 8d0, whichever is less) __ (mm) (51) (51) (83) I (83) (108) I (95) (127) Reduction factor for concrete breakout strength3 - 0.70 (Condition B) PRYQUT STRENGTH IN SHEAR (ACI 318-1417.5.3 or ACI 318-11 0.6.3)° Coefficient for pryout strength km - 1.0 1.0 2.0 2.0 I 2.0 I 2.0 I 2.0 1.0 for h <2.5 in., 2.0 for h 2!2.5 in. I Effective Embedment hot in. 2.00 2.00 3.25 3.25 4,25 I 5.00 (mm) (51) (51) (83) (83) (108) I (95) I (127) Reduction factor for pullout strength' 4) - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS (ACI 318-14 17.2.3.3 or ACI 318-110.3.3.3) Steel Strength in shear, seismic' Vsa, eq 1 lb (kN) 2,460 (11.0) 4,815 I (21.4) 6,770 I (30.1) I 8,060 (35.9) Reduction factor for pullout strength' 4) - 0.65 (Condition B) The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318 Appendix 0, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318 D.3.3 shall apply, as applicable. Installation must comply with published instructions and details. All values of 4 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318 Section 9.2. If the load combinations of ACI 318-11 Appendix C are used, then the appropriate value of çb must be determined in accordance with ACI 318-11 0.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable, requirements for Condition A, see ACI 318-14 17.3.3 or ACI 318-11 D.4.3, for the appropriate 0 factor when the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318 Section 9.2 are used. The Power-Stud+ SD2 is considered a ductile steel element as defined by ACI 318-14 2.3 or ACI 318-11 Dl, as applicable. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design, Anchors are permitted to be used In sand-lightweight concrete provided the modification factor .L equal to 0.8A. is applied to all values of 47i affecting N6 and V. A shall be determined in accordance with the corresponding version of ACI 318. Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies; see installation details A, B, C and C. I U I I U 1-800-4 DWAEt U I [ U L I I I U U I U PERFORMANCE DATA ENGINESRED Br?owersT Tension and Shear Design Data for Power-Stud+ 5D2 Anchors I CODE LISTEI) in the Soffit of Concrete-Filled Steel Deck Assemblies' 2,7 ICC-ES ESR-2502 Nominal Anchor Size (Inch) Design Characteristics Notation Units 0.5 0.625 0.75 Anchor Category 1 2 or 3 - n2.00 1 1 1 Effective Embedment hei in. 2.00 3.25 3.25 4.25 3.75 mm) (51) (83) (83) (108) (95) Minimum Nominal Embedment Depth Ilnom n. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 (mm) (60) (64) (83) (98) (124) 1 (114) Minimum Hole Depth h0 in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5 (mm) 1 (67) 1 (70) (102) (108) 1 (133) (27) PULLOUT STRENGTH IN TENSION FOR ANCHORS IN SOFFIT OF SAND LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK' According to Characteristic pullout strength, N pKn° lbf 1,855 2,065 3,930 4,665 7,365 4,900 Detail A uncracked concrete over steel deck' (kN) (8.3) (9.2) (17.5) (20.8) (32.8) (21.8) 4-1/2-inch-wide Characteristic pullout strength, Np,dek.cn lbf 1,445 1,465 2,600 3,305 5,215 3,470 deck flute cracked concrete over steel deck',' (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4) According to Characteristic pullout strength, N °°° lbf 2,235 2,785 5,600 4,480 7,265 Not Detail B uncracked concrete over steel deck' (kN) (9.9) (12.4) (24.9) (19.9) (32.3) Applicable 3-7/8-inch-wide Characteristic pullout strength, Npdecu.cr lbf 1,745 1,975 3,695 3,175 5,145 Not deck flute cracked concrete over steel deck'.' (kN) (7.8) (8.8) (16.4) (14.1) (22.9) Applicable According to Characteristic pullout strength, N lbf 1,600 2,025 Not Not Not Not Detail C uncracked concrete over steel deck' (kN) (7.1) (9.0) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Characteristic pullout strength, Np,d8ccn lbf 1,250 1,435 Not Not Not Not deck flute cracked concrete over steel deck'.' )N) (5.6) (6.4) Applicable Applicable Applicable Applicable Reduction factor for pullout strength' 0 - 0.65 STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK According to Steel strength in shear, v °° lbf 2,170 3,815 5,040 4,015 6,670 4,325 Detail A concrete over steel deck (kN) (9.7) (17.0) (22.4) (17,9) (29.7) (19.2) 4-1/2-inch-wide Steel strength in shear, seismic, VS3,00Ck,Sq Ibf 1,715 3,815 5,040 2,675 4,445 2,820 deck flute concrete over steel deck (1d (7.6) (17.0) (22.4) (11.9) (19.8) (12.5) According to Steel strength in shear, VSa,OOG lbf 3,040 2,675 4,930 Not Not Not Detail B concrete over steel deck (kN) (13.5) (11.9) (21.9) Applicable Applicable Applicable 3-7/8-inch-wide Steel strength in shear, seismic, Vsa,deck,eq lbf 2,400 2,675 4,930 Not Not Not deck flute concrete over steel deck (kN) (10.6) (11.9) (21.9) 1 Applicable Applicable Applicable According to Steel strength in shear, v °°" lbf 2,170 2,880 Not Not Not Not Detail C concrete over steel deck (9.7) (12.8) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Steel strength in shear, seismic, lbf 1,715 2,880 Not Not Not Not deck flute concrete over steel deck Vsa,dKkq (kN) (7.6) (12.8) Applicable Applicable Applicable Applicable Reduction factor for steel strength in shear, - 065 concrete over steel deck' For all design cases PP = 1.0. For concrete compressive strength greater than 3,000 psi, N.,=(pullout strength value from table) * (specified concrete compressive strength/2500)n. For all anchors n=1/2 with exception of the 3/8-inch-diameter anchor size, where n=1/3. Values for Np,dk are for sand-lightweight concrete If', in = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.4.2 or ACI 318 D.5.2, as applicable, is not required for anchors installed in the deck soffit (flute). Values for NP.Ov,O are applicable for seismic loading. Shear loads for anchors installed through steel deck into concrete may be applied in any direction. Values for VUdk and are for sand-lightweight concrete (f'0, min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.5.2 or ACI 318 D.6.2, as applicable and the pryout capacity in accordance with ACI 318-14 17.5.3 or ACI 318-11 0.6.3, as applicable, is not required for anchors installed in the deck soffit (flute). All values of 0 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix C are used, then the appropriate value of fb must be determined in accordance with ACI 318-11 D.4.4. Anchors shall have an axial spacing along the flute soffit equal to the greater of 31h01 or 1.5 times the flute width. www.DEWALTcom I I REWALT ENuNEEaEner?owers PERFORMANCE DATA Factored Design Strength (ON, and çbVn) Calculated in Accordance with ACI 318-14 Chapter 17: 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h1 = hmin, and with the following conditions: - Cal is greater than or equal to the critical edge distance, Cac (table values based on Cal = Cac). - 0a2 is greater than or equal to 1.5 times Cal. 2-Calculations were performed according to ACI 318-18 Chapter 17. The load level Corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and .; .... ...; .,, .. pryout strength in shear are calculated using the effective embedment values, he, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information.ha Strength reduction factors (0) were based on ACI 318-14 Section 5.3 for load combinations. Condition B is assumed. Tabular values are permitted for 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. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318-14 Chapter 17. For other design conditions including seismic considerations please see ACI 318-14 Chapter 17. I c1- Tension and Shear Design Strengths for Power-Stud+ S02 in Cracked Concrete Minimum Concrete Compressive Strength Cl) Nominal Nominal . = 2,500 3,000 psi Embed. +Anchor f'c = 4,000 psi f'c = 6,000 psI f'c = 8,000 psi qNn (bVn q5Nn thVn Nn thVn q5Nn (l'Vn q5Nn I thVn Diameter (In.) Tension Shear Tension Shear Tension Shear Tension Shear Tension I Shear 0 (in.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,405 1,685 1,495 1,845 1,645 I 1,885 0 2,075 LI1' 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 U) 1/2 3-3/4 2,845 I 3,115 I 3,595 I 4,405 I 5,085 IKIS'1 Cc 5/8 3-7/8 3,235 4,220 3,545 4,620 4,095 5335 5,015 6535 5,790 ii l CC 4-7/8 4,840 iifls 5,305 • 6125 7,500 8,660 . . ___ C 11111 1i 4-1/2 4,010 7,590 4,395 5,075 6,215 7,175 0- ________ ________ 5-3/4 ________ ________ 5,065 .• 5,550 6,410 7,850 9,065 IL C Li - Anchor Pullout/Pryout Strength Controls C] - Concrete Breakout Strength Controls I - Steel Strength Controls Tension and Shear Design Strengths for Power-Stud+ 502 in Uncracked Concrete Minimum Concrete Compressive Strength Nominal Anchor Nominal Embed. f'c = 2,500 psI f'c = 3,000 psI I f'c = 4,000 psi I f'c = 6,000 psI I Vc = 8,000 psi Diameter h (/)Nn 05Vn Olin I (1)Vn q5Nn I (bVn çbNn I (INn I q5Nn I thvn (in.) (in.) Tension Shear Tension I Shear I Tension I Shear I Tension I Shear Tension I Shear (lbs.) (lbs.) (lbs.) I (lbs.) I (lbs.) I (lbs.) I (lbs.) I (lbs.) I (lbs.) I (lbs.) 3/8 2-3/8 1,805 I 1,975 tIlf1. 2,280 IJfJ. 2,795 t 3,225 2-1/2 2,205 2,375 2,415 2,605 tII 5 3,420 3,945 1/2 3-3/4 4,300 I 4,710 JEII 5,440 I 6,660 1$, 7,690 7,080 , . 8,175 e 5/8 4-7/8 6,835 7,485 ' 8,645 3-7/8 4,570 5,905 5,005 7Oj 5,780 5,665 6,205 7,165 • 8,775 10130 1 , __ 5-3/4 8,720 9,555 11,030 13,510 15,600 ; 0 - Anchor Pullout/Pryout Strength Controls 0 - Concrete Breakout Strength Controls U - Steel Strength Controls Co 0 Factored design strengths may be converted to allowable loads using an appropriate conversion factor, ot, for the controlling load combination. See ICC-ES ESR-2502 or contact DEWALT for more information regarding the procedure to convert factored design strengths to allowable loads. I I 1-800-4 DWAL1! PERFORMANCE DATA ENGINEERED BY ftvvem Converted Allowable Loads for Power-Stud+ S02 In Cracked Concrete',' Minimum Concrete Compressive Strength N 1 rniai chor Embed. t'c=2,soopsi f'c=3000psi f'c=4,000psi t'c=6,000psi f'c8,0O0psi Size 111~ Tate,,a Vaa,atsc V,sio,so Ti&uu Ve,sD T,jso Va.ss T&o,no Vb1osu Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (ibs.) fibs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,005 1,205 1,070 1,320 1,175 1,445 1,345 1,445 1,480 1,445 1/2 2-1/2 1,120 1,205 1,220 1,320 1,410 1,520 1,730 1,860 1,995 2,150 3-3/4 2,030 2,235 2,225 2,235 2,570 2,235 3,145 2,235 3,630 2,235 5/8 3-7/8 2,310 3,015 2,530 3,300 2,925 3,810 3,580 4,670 4,135 4,720 4-7/8 3,455 4,720 3,790 4,720 4,375 4,720 5,355 4,720 6,185 4,720 3/4 4-1/2 2,865 5,420 3,140 5,855 3,625 5,855 4,440 5,855 5,125 5,855 5-3/4 3,620 5,855 3,965 5,855 1 4,580 5,855 5,605 5,855 6,475 5,855 Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.20 + 1.6L. Calculated weighted average for the conversion factor, o(: 1.2(0.5)+1.6(0.5)=1.4. I I I I H; I I I I I I I, I Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete1'2 Minimum Concrete Compressive Strength ominal N Anchor Ni Embed. t'c = 2,500 psi f'c = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi f'c = 8.000 psi Stm h_ T,,,*,tso T,ieso VmbI,so Taj,wat,.eoo V,e.00,so Te&wasn Vae.#s To,o,s Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) fibs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,290 1,445 1,410 1,445 1,630 1,445 1,995 1,445 2,305 1,445 1/2 2-1/2 1,575 1,695 1,725 1,860 1,995 2,145 2,445 2,235 2,820 2,235 3-3/4 3,070 2,235 3,365 2,235 3,885 2,235 4,755 2,235 5,495 2,235 5/8 3-7/8 3,265 4,220 3,575 4,620 4,130 4,720 5,055 4,720 5,840 4,720 4-7/8 4,880 4,720 5,345 4,720 6,175 4,720 7,005 4,720 7,005 4,720 3/4 4-1/2 4,045 5,855 4,430 5,855 5,120 5,855 6,270 5,855 7,235 5,855 5-3/4 6,230 5,855 6,825 5,855 7,880 5,855 9,650 5,855 11,145 5,855 Allowable load values are calculated using a conversion factor, ol, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.20 + 1.61L. Calculated weighted average for tile conversion factor, : 1.2(0.5)+1.6(0.5)=1.4. I I I Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in Grouted Filled Concrete Masonry'-'-' ___- not, Minimum Masonry Compressive Strength, Nominal Minimum I'm = 1,500 psi (10.4 MPa) __________ Uiimate Allowable Uiimate Allowable Anchor size Embedment installation U I In. Depth ocation Load Load Load Load (mm) (mm) Tension Tension Shear Shear His. His. lbs. ibs. (1w) HILH1H ,_.,J\, (liii) (kll) (liti) (iN) 3/8 2-1/2 Wall Face/End Mm. 2-1/2" Edge and 1,670 335 2,075 415 (9.5) (50.8) End Distances (7.4) (1.5) (9.2) ' (1.8) . ................. ___ Cdbfl) Face Shell 2-1/2 Wall Face/End Mm. 3" Edge and 2,295 460 1,310 260 1/2 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) Permissible Anchor Locations (12.7) Wn-hatched Area IThrough Face Shell) Top of Wall Mm. 1-3/4" Edge and 4" 3,320 665 1,140 230 (95.3) Edge Distances (14.8) (3.0) (5.1) (1.0) Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. AJlowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. www.DEWALTcom Cat No. Anchor Size Thread Length Box qty. Carton (Ity. WL/100 Obs.) Suggested ANSI Carbide Drill Bit Cat. No. Full HeadSOS-Plus SOS-Max Hollow Bit Hollow Bit 7413SD2 3/8 x 3" 1-3/4" 50 300 10 DW5527 DW5427 - - - 7414S02 3/8 x 3-1/2 2-1/4" 50 300 12 DW5527 DW5427 - - - 7415S02 3/8 x 3-3/4" 2-1/2" 50 300 13 DW5527 0W5427 - - - 7416S02 3/8 x 5" 3-3/4" 50 300 16 DW55300 0W5429 - - - 7422SD2 1/2 x3-3/4" 2-1/8 50 200 23 DW5537 DW5437 DW5803 DWA54012 - 7423S02 1/2" x 4-1/2 2-7/8 50 200 28 DW5539 DW5438 0W5803 DWA54012 - 7424S02 1/2" x 5-1/2" 3-7/8" 50 150 32 0W5539 0W5438 0W5803 DWA54012 - 7426S02 1/2 x 7" 5-3/8" 25 100 44 0W5539 0W5438 0W5803 DWA54012 - 7427S02 1/2" x 8-1/2" 6-7/8" 25 100 46 0W5539 DW5439 DW5804 DWA54012 - 7435SD2 5/8 x 4-3/4" 2-7/8" 25 100 52 - DW5446 DW5806 DWA54058 0WA58058 7433SD2 5/8" x 5" 3-1/8" 25 50 57 - DW5446 DW5806 DWA54058 DWA58001 7434S02 5/8" x 6" 4-1/8 25 75 64 - 0W5446 0W5806 DWA54058 DWA58001 7436S02 5/8" x 7" 5-1/8" 25 75 72 - DW5447 DW5806 DWA54058 DWA58001 7438SD2 5/8" x 8-1/2" 6-5/8" 25 75 84 - 0W5447 DW5809 DWA54058 DWA58001 7442S02 3/4" x 5-1/2 3-1/4" 20 60 88 - DW5453 DW5810 DWA54074 0WA58034 7444S02 3/4" x 6-1/4" 4" 20 60 90 - DW5455 DW5810 DWA54074 0WA58034 7446S02 3/4" x 7" 4-3/4" 20 60 95 - DW5455 DW5810 DWA54074 DWA58034 7448SD2 3/4" x8-1/2" 1 6-1/4 10 40 95 - DW5455 DW5812 DWA54074 0WA58034 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers. A manual hand pump is available (Cat. No. 08280). Hollow drill bits must be used with a dust extraction vacuum (Cat No. DWO12). I I I I I I I I ENONEERED ev?owers ORDERING INFORMATION I ORDERING INFORMATION Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Exoansion Cliol I I I I SECTION CONTENTS General Information.........................1 Installation Instructions .................. 2 Reference Data (ASD)......................3 Strength Design (SD).......................4 Ordering Information.......................6 r --- LL I MINI-UNDERCUT+ THREAD VERSION UNC Thread ANCHOR MATERIALS Zinc plated carbon steel ANCHOR SIZE RANGE (TYP.) 3/8" SUITABLE BASE MATERIALS Post-Tension Concrete Precast Hollow-Core Plank Normal-weight concrete GENERAL INFORMATION ENGINEERED BY?owers ~ I aD a .50 GENERAL INFORMATION MINI-UNDERCUT+TM Internally Threaded Undercut Anchor The Mini-Undercut+ anchor is an internally threaded, self-undercutting anchor designed for performance in cracked and uncracked concrete. Suitable base materials include post-tension concrete (PT slabs), hollow-core precast concrete, normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The Mini-Undercut+ anchor is installed into a pre-drilled hole with a power tool and a setting tool. The result is an anchor which can provide consistent behavior at shallow embedments as low as 3/4 of an inch. After installation a steel element is threaded into the anchor body. Tension zones, seismic and • Fire Sprinkler & pipe supports wind loading applications • Cable Trays and Strut Suspended Conduit • Suspended Lighting + Ideal for precast hollow-core plank and post-tensioned concrete slabs + Cracked concrete tested alternative to a mini dropin anchor + ANSI carbide stop bit with enlarged shoulder for accurate drill depth + Anchor design allows for shallow embedment as low as 3/4 of an inch + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Drill and drive the anchor with one tool for fast anchor installation International Code Council, Evaluation Service (ICC-ES), ESR-391 2 for Concrete and Hollow-Core precast slabs, code compliant with the 2015, IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, and 2009 IRC. Tested in accordance with ACI 355.2 (including ASTM E 488) and ICC-ES AC1 93 for use in concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 Appendix D Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Approvals (Factory Mutual) - File No. J,I. 3059197 CSI Divisions: 03 16 00 - Concrete Anchoring and 05 05 19 - Post Installed Concrete Anchors. Expansion anchors shall be Mini-Undercut+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. wwwDEWALTcom S I I I I I I I I I I I I I I I I I ENeNEERED BY Powers INSTALLATION INSTRUCTIONS IINSTALLATIONIINSTRUCTIONS INSTALLATION PROCEDURE (USING SOS PLUS SYSTEM) Using the required stop drill Remove dust and debris from Attach the required SDS setting Thread the rod or bolt bit, drill a hole into the base the hole during drilling (e.g. tool to the hammer-drill. Mount by hand until snug tight material to the required depth dust extractor) or following the open end of the anchor (minimum of 4 full rotaUons) using the shoulder of the drill drilling (e.g. suction forced onto the setting tool. Drive the bit as a guide. The tolerances air) to extract loose particles anchor into the hole until the of the drill bit used must meet created by drilling. shoulder of the anchor is flush the requirements of ANSI with the base material. Standard B212.15. Installation Information for Mini-Undercut+ Anchor1'4° Nominal Anchor Diameter (Inch) Anchor Property/Setting Information Symbol Units 318 Anchor outside diameter da in. (mm) 0.625 (15.9) Internal thread diameter (UNC) d in. (mm) 3/8 (9.5) Nominal drill bit diameter dhft in. (mm) 5/8 ANSI Minimum nominal embedment depth hnom in. 3/4 (mm) (19) Effective embedment depth hea in. (mm) 3/4 (19) Hole depth h0 in. 3/4 (mm) (19) Overall anchor length(before setting) in. (mm) 15/16 (24) Approximate tool impact power iammer-drill). J 2.1 to 2.8 Minimum diameter of hole clearance in fixture for dh in. 7/16 steel insert element _(following _anchor _installation) Minimum member thickness in normal-weight hmin in. 2-1/2 concrete (mm) (64) Minimum cover thickness in hollow core concrete in. 1-1/2 slabs (see Hollow-Core concrete figure) (mm) (38) Critical edge distance Cac in. 2-1/4 (mm) (57) Minimum edge distance cmin in. (mm) 2-1/2 (64) Minimum spacing distance smin in. 3 (mm) (76) Maximum installation torque TMBX ft.-lb. -m) 5 (N (7) Effective tensile stress area in .2 0,044 (undercut anchor body) (mm (28.4) Minimum specified ultimate strength futa psi 95,000 (N/mm (655) Minimum specified yield strength fya psi (N/mm 76,000 (524) Uncracked concrete lbf/in. 50,400 Mean axial stiffness' Cracked concrete Al Ibf/in. 29,120 For SI: 1 inch = 25.4 mm, 1 ft-lbt = 1.356 N-m. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable. For installation detail for anchors in hollow-core concrete slabs, see Hollow-Core concrete figure. The embedment depth, h,,,, is measured from the outside surface of the concrete member to the embedded end of the anchor. Mean values shown, actual stiffness varies considerably depending on concrete strength, loading and geometry of application. 1-800-4 U. El. Do not further tighten with adjustable wrench or similar tool. Do not exceed REFERENCE DATA (ASD) ENGINEERED BY ?owers' MinijlndDrp,utj. Anhnr flcD*ail A I '4 he ,INdCfTI.iVH, 1'• d,i, d. Before After Mini-Undercut+ Anchor Installed with Steel Insert Element STOP DRILL BIT MINI-UNDERCUT+ SETTING TOOL CP :2- I REFERENCE DATA (ASD) Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ in Normal-Weight Concrete'-"' Minimum Concrete Compressive Strength Nominal Jac = 3,000 psi (20.7 MPa) 1°c = 4,000 psi (27.6 MPa) Minimum Rod/ Nominal Anchor Diameter Embed. Depth Ultimate Allowable Ultimate Allowable Tension Shear Tension Shear Tension Shear Tension Shear d in. In. (mm) lbs lbs We lbs His lbs lbs lbs (kd) (IcN) (liii) (1W) (1W) (1W) (1W) (IdI) 3/8 3/4 1,535 1,975 385 495 1,770 2,275 445 570 (19) (6.8) (8.8) (1.7) (2.2) (7.9) (10.1) (2.0) (2.5) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor of 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ in Hollow-Core Plank' 2.1 02 Minimum Concrete Compressive Strength minal No Rod/ Nominal Minimum1°c = 5,000 psi (34.5 MPa) 1°c = 6,000 psi (41.4 MPa) ft = 8,000 psi (55.2 MPa) Anchor Diameter Embed. Depth Ultimate Allowable Ultimate Allowable Ultimate Allowable Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear d In. In. (mm) lbs lbs lbs lbs lbs lbs lbs His lbs We lbs lbs (1W) (1W) (1W) (1W) (1W) No (1W) (1W) (1W) NO No 3/8 3/4 1,855 2,590 465 650 2,035 2,835 510 710 2,345 3,275 585 820 (19) (8.3) (11.5) (2.1) (2.9) (9.1) (12.6) (2.3) (3.2) (10.4) (14.6) (2,6) (3.6) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor of 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Mini-Undercut+ Installed Detail for Anchor in the Underside of Hollow-Core Concrete slabs 1DQO 11/2 www.DEWALTcom ENONEERED BY ?ower STRENGTH DESIGN (SD) STRENGTH DESIGN (SD) Tension Design Information for Mini-Undercut+ Anchors in the Underside of (1)E LISTED Normal-weight Concrete and the Underside of Hollow-Core Concrete Slabs'.'.' 4,5,6,7 1 [CC-ES ESR-3912 Nominal Anchor Size I Threaded Rod Diameter (Inch) Design Characteristic Notation Units 3/8 Anchor category 1 2 or 3 - 1 Nominal embedment depth hnom Steel Strength In Tension (ACI 318-14 17.4.1 or AM 318-11 D.5.1) ..3see strength in tension Steel N lb (kfs) 1 4,180 (186) Reduction factor for steel strength 0 - 0.65 Concrete Breakout Strength In Tension (ACI 318-14 17.4.2 or ACI 318-11 D.5.2) Effective embedment het in. 3/4 (mm) (19) Effectiveness factor for uncracked concrete kuncr - 24 Effectiveness factor for cracked concrete kcr - 17 Modification factor for cracked and t IC,N - 1.0 (see note 5) uncracked concrete Critical edge distance Cuc in. (mm) 2-1/4 (57) Reduction factor, concrete breakout strength' 0 - 0.40 Pullout Strength In Tension (ACI 318-14 17.4.3 or ACI 318-11 D.5.3) Pullout strength, uncracked concrete Np.unce lb J) See note 7 Pullout strength, cracked concrete Np,u lb 455 Reduction factor, pullout strength 0 - 0.40 Pullout Strength In Tension For Seismic Applications (ACI 318-14 17.2.3.3 or ACI 318-110.3.3.3) Characteristic pullout strength, seismic Np,w lb 410 (182) Reduction factor, pullout strength, seismic - 0.40 For SI: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mm2; 1 lbf = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable, shall apply. Installation must comply with manufacturer's published installation instructions and details. All values of 4 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5,3, or ACI 318-11 Section 9.2. The threaded rod or bob strength must also be checked, and the controlling value of ON. between the anchor and rod must be used for design. Select the appropdate effectiveness factor for cracked concrete (k) or uncracked concrete (ke,c,) and use i'c.N = 1.0. The characteristic pullout strength for concrete compressive strengths greater than 2,500 psi for anchors may be Increased by multiplying the value in the table by (f'c / 2,500)05 for psi or (f'c / 17.2)N. For hollow-core concrete slabs the characteristic pullout strength for concrete compressive strengths greater than 6,000 psi for anchors may be increased by multiplying the value in the table by (f'c / 6,000) for psi or (f'c /41.4)05. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. I I I I I I I I I I I I I I I I I I 1-800-4 DIWALt STRENGTH DESIGN (SD) Shear Design Information for Mini-Undercut+ Anchors in the Underside of Normal-weight Concrete and the Underside of Hollow-Core Concrete Slabs12'3'4'°'6 ENuNESKED er?owers fI CODE LISTEI) ICC-ES ESR-391 2 II Nominal Anchor Size I Threaded Rod Diameter (inch) Design Characteristic Notation Units 3/8 Anchor category 1 2 or 3 - 1 Nominal embedment depth hnom Steel Strength in Shear (ACI 318-14 17.5.1 or ACI 318-110.6.1) Steel strength in shear VO 1 lb 985(L,<j.J) (4.4) Reduction factor, steel strength 0 - 0.60 Steel Strength in Shear for Seismic (ACI 318-14 17.2.3.3 or ACI 318-110.3.3.3) Steel strength in shear, seismic V, eq lb (1, 895 (40) Reduction factor, steel strength in shear, seismic 0 - 0.60 Concrete Breakout Strength In Shear (ACI 318-14175.2 or ACI 318-11 0.6.2) Load bearing length of anchor in shear te (in) (19) Nominal outside anchor diameter d3 in. 0,625 Reduction factor for concrete breakout strength 0 - 0.45 Pryout Strength in Shear (ACI 318-14 17.5.3 or ACI 318-11 0.6.3) Coefficient for pryout strength kcp - 1.0 Effective embedment hef in. 3/4 (mm) (19) Reduction factor, pryout strength - 0.45 For SI: 1 inch = 25.4 mm, 1 Ibf = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable; for anchors resisting seismic road combinations the additional requirements of ACI 318-17 17.2.3 or ACI 318-11 0.3.3, as applicable shall apply Installation must comply with manufacturer's published installation instructions and details. All values of 0 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2. The strengths shown in the table are for the Mini-Undercut-i- anchors only. Design professional is responsible for checking threaded rod strength in tension, shear, and combined tension and shear, as applicable. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and must be used for design in lieu of the calculated results using equation 17.5.1.2b of ACI 318-14 or equation 0-29 in ACI 318-11 0.6.1.2. Reported values for steel strength in shear for the Mini-Undercut+ anchors are for seismic applications and based on test results in accordance with ACI 355.2, Section 9.6 and must be used for design. www.DEWALTcom 1-800-4 bE WALT Mini-Undercut+ Cat. No. Anchor Size Rod/Anchor DIa. DclIi Diameter Overall Length Box Qty. 1 3/8" x 3/4" 3/8 Ctn. ". PFM2111820 5/8' 3/4" 100 1 600 Accu-Bit for DEWALT Mini-IJndercut+ Cat No. Mini-Undercut+ Size r 73/8" Drill I Diameter I Drill Depth I Std. Pack I PPA2431720 5/8" x 3/4 Stop Drill Bit - PT Anchor 5/8' 3/4" 1 SDS Plus Settinu Tool for DEWALT Mini-Undercut+ Cat. No. Mini-llndercut+ Size Rod/Anchor Dia. I I Std. Pack I I PFM2101720 3/8" SDS+ Setting Tool - PT Anchor 3/8" 1 Mini-Undercut+ Orderina Matrix Description I Anchor Cat No. Accu-Br Cat No. SDS PIUS I Setting Tool I I Recommended SOS I Hammer-Tools (DEWALT) I No. I 3/8' x 3/4" Mini-Undercut+ I PFM2111820 PPA2431720 I PFM2 101720 I 0CH273, DCH1 33, 025133, D25262 I I I I I I I I I I I I I I I I I I r Fig. 25 - Surge Restrainer C @ US LISTED Size Range - One size fits 3/4" thru 2" pipe Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed only when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 9 800.786.5266 • FAX: 951.737.0330 Fig. 6F U Fig. 6 - Riser Clamp Fig. 6F - Felt Lined Riser Clamp Fig. 6PVC - PVC Coated Riser Clamp Size Range - (Fig. 6)1/2" thru 20" pipe (Fig. 6F) 1/2" thru 21/2" copper tubing (Fig. 6PVC) 1/2" thru 6" pipe Material - Carbon Steel Insulation Material - (Fig. 6F) 3/16" felt. Function - Used for supporting vertical piping. Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 1/2" - 8". Factory Mutual Engineering Approved, 3/4" thru 8". Conforms to Federal Specification WW-H-1 71 E, Type 8, 3/4" thru 20" and Manufacturers Standardization Society SP-69, Type 8. Maximum Temperature - 650°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory. Fig. 6PVC C®US USTEO Dimensions • Weights Pipe Max. Rec. Approx. Size A B C Bolt Size Load Lbs. Wt./100 1/2 91/4 1/2 11/8 3/8 255 144 3/4 91/4 1/2 11/8 3/8 255 144 1 99/16 1/2 11/4 3/8 255 147 11/4 911A6 1/2 1/8 3/8 255 150 11/2 10/8 1/2 11/2 3/8 255 153 2 103/4 1/2 2 3/8 255 165 21/2 11 5/8 21/4 3/8 390 228 3 12 5/8 3 3/8 530 246 31/2 13 5/8 31/4 1/2 670 264 4 131/2 3/4 3/8 1/2 810 347 5 141/2 3/4 43/8 1/2 1160 385 6 151/8 7/8 4/8 1/2 1570 564 8 181/2 1 53/4 5/8 2500 1017 10 201/4 1 71/4 5/8 2500 1138 12 223/4 1 81/4 5/8 2700 1759 14 24 11/8 9 5/8 2700 1922 16 26 11/8 101/4 3/4 2900 3245 18 28 11/4 111/2 3/4 2900 3372 20 30 13/8 121/2 3/4 2900 3499 I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Set Bolt Included Mounting Hardware Is Not Included Fig. 4L e ®TOLCO C US USTED Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1 "(25mm) thru 2" (50mm), Cooper B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31 .7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the bracing pipe and Cooper B-Line/TOLCO braced pipe attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the bracing pipe'. Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 * 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 13-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. pp!p~mm 00 1 COOPER B-Line ®TOLCD I'S LISTED [ Upper Att I Fig. 75 - Swivel Attachment Size Range: - /8-16 Rod Attachment I Material: Steel Function: Three recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to anchor bolt, beam clamp, etc. I . May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. Approvals: Underwriters Laboratories Listed in the USA (UL) and I Canada (cUL) to support up to 4 (1 00mm) pipe. Finish: Electro-Galvanized Weight: Approx. Wt./1 00 - 13.3 Lbs. (6.0kg) Order By: Figure number Patent: #7,887,248 I ----------------------- I ! Fig. 78 ---------- ----------- ....... All Steel Ceiling Plate Fig. 75 Swivel I Attachment I Fig. 200 All Threaded Rod Adjustable Band Hanger r1j Fig. 25 Surge Restrainer May be used as a structural attachment component of a branch line restraint <--- Fig. 65X1 Reversible Beam Clamp W-Beam IThreaded Fig. 75 Swivel Attachment All Rod May be used with a pitched roof application, to meet requirements of NFPA 13 (2010) Sec. 9.1.2.5. I I H I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Seismic System Attachments ®TOLCO Component of State of Fig. 41 - "in-Line" Sway Brace Attachment California OSHPD Approved Seismic Restraints System Size Range: 2V2" 165mrn1 through 8° 1200mm1 ps. C VL tiS Material: Steel USTED Function: For bracing pipe against sway and seismic disturbance. Set Screi In Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8" 1200mm1 pipe. Approved by Factory Mutual Engineering (FM), 21 I2" (65mm) through 8" (200mm) pipe, Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a longitudinal or 4-way sway brace assembly. It is intended to be combined with the "bracing pipe" and our structural attachment component to form a complete bracing assembly. NFPA 13, FM DS 2-8, and/or OSHPD guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set screw until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. ir 17 4-Way Riser Brace (plan view) Pipe Max. Horizontal Approx. Part Size A C D Bolt Size Design Load (cUluc) W000 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) [Its. (kg) 41-21/2 21/2" (65) 6/16 (163.5) 21/2" (63.5) 2/4" (69.8) 1/2".13 2015 (8.96) 253 (114.7) 41-3 (80) 7° (177.8) 2/4" (69.8) 3/lb" (77.8) '/2"13 2015 (8.96) 268 (121.5) 411.-4 (100) 81/2" (215.9) 3/8" (85.7) 311/18" (93.7) 1/2 _13 2015 (8.96) 348 (157.8) 4L-5 (125) 93/4" (247.6) 3/8" (98.4) 4/8" (111.1) '/2°-13 2015 (8.96) 380 (172.3) 41-6 6° (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"..13 2015 (8.96) 640 (290.3) 41-8 8" (200) 131/4" (336.5) 5/8" (142.8) 5/8" (142.8) 1/2"13 2015 (8.96) - 128 (330.2) Part No. Pipe Size in. (mm) Max. Horizontal Design Load (cUtuc) lbs./(kN) 30-44 lbs./(kN) Max. Horizontal Design Load (FM) 45-59° 60°-14 lbsj)kN lbsj(kN) 15-90" lbsj(kN) 41.21/2 21/2" (65) 2015(8.96) 1030 (4.58) 1180(5.24) 1420)6.31) 1590(7.07) 41-3 (80) 2015 (8.96) 1030(4.58) 1180)5.24) 1420 (6.31) 1590(7.07) 414 (100) 2015)8.96) 530(2.36) 730(3.25) 890(3.96) 990(4.40) 41-5 (125) 2015(8.96) 530(2.36) 730(3.25) 890(3.96) 990(4.40) 41-6 (150) 2015 (8.96) 530(2.36) 730(3.25) 890(3.96) 990 (4.40) 41-8 8" (200) 2015 (8.96) 490(2.18) 680)3.02) 830 (3.69) 930)4.13) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified B-Line by T4 59 Seismic Bracing Products Seismic System Attachments 1 Fig. 4LA - "In-Line" Sway Brace Attachment (I)TOLCCY Component of State of California OSHPD Approved I Size Range: 1" (25mm) through 12" (300mm) lP. Seismic Restraints System Material: Steel Function: For bracing pipe against sway and seismic disturbance. - I Approvals: Approved by Factory Mutual Engineering (FM), 1" (25mm) through 12" (300mm) pipe. 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 our transitional attachment and structural attachment to form a complete bracing assembly. NFPA 13, FM D5 2-8, and/or OSHPD 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 our brand transitional attachment and structural attachment. Finish: Plain or Electro-Galvanized. Contact B-Line for I alternative finishes and materials. Order By: Figure number, pipe size and finish. I 41A-5 thru 41A-12 Pipe Approx. Part Size A C D Bolt Size Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 41A-1 (25) 319/32" (91.2) 1/16" (33.5) 1/16" (33.5) /8"-16 119 (54.0) I 4LA-11I4 11/4" (32) 329/32" (99.3) 1/8" (35.3) 1/8" (35.3) /8"-16 123 (55.8) • 4LA-11I2 11/2" (40) 4/32" (105.7) 11/2" (38.5) 11/2" (38.5) /8"-16 127 (57.6) 41A-2 (50) 511/32" (135.6) 21I32" (51.9) 21/16" (51.9) /8"-16 142 (64.4) I 41A 2'/2 21/2 (65) 527/32 (1487) 2/16 (585) 2/16 (585) 3/8"-16 173 (785) 41A-3 (80) 61/2" (164.9) 2/" (66.6) 2/8" (66.6) /8"-16 187 (84.8) 41A-31/2 31/2' (90) 713/32" (188.1) 2/" (73.1) 2/8" (73.1) /"-16 198 (89.8) (100) 717/32" (191.3) 31/8" (79.5) 31/8" (79.5) /"16 209 (94.8) I 4LA-5 (125) 81/4" (222.3) 3/8" (92.1) 3/8" (92.1) 1/2"_13 298 (135.2) 41A-6 (150) 10/8" (269.9) 4/16" (115.9) 4/16" (115.9) 1/2"13 521 (236.3) • 4LA -8 4LA-10 8 10" (200) (250) 1213/16 161/2" (3255) (419.1) 5/16 71/4" (1437) (184.2) 521/32 71/4" (1437) (184.2) 1/2"-13 1/2"..13 629 1320 (2853) (598.7) - 4LA-12 12" (300) 181/2" (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"..13 1496 (678.6) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I B-Line All dimersions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. _ t _ 4LA-1 thru 4LA-4 ®TDLCO C® US USIED Seismic Bracing Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1(25mm) thru 8(200mm) (PS. Pipe size used for bracing: 1' (25mm) and 11/4' (32mm) Schedule 40 (PS. 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 (PS. 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 71. Finish: Plain or Electro-Galvanized. Contact 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 TOLCO bracing products. Pipe Size in. (mm) Part Number & Approx. WtJ100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - Lbs. For Brace Pipe Size 1" / 11/4" Sch. 1 Sch. 10 Sch. 40 1"/1'/4" 1"/11/4" 1"/1'/4" (25) 1001-1 X 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) --I-- 1000/1000 1000/1000 11/4" (32) 1001-1/4 X 100.0 (45.3) 1001-1'/4 X 11/4 114.0 (51.7) 1000/1000 1000/1000 1000 /1000 11/2" (40) 1001-11/2 X1 100.0 (45.3) 1001-11/2 X11/4 115.0 (52.1) 1000/1000 1500/1500 1500/1500 (50) 1001-2X1 108.0 (49.0) 1001_2X11/4 121.0 (54.8) 1000/1000 2015/2015 2015/2015 21/2" (65) 1001.21/2 X 138.6 (62.8) 1001_21/2 X 11/4 160.4 (12.7) 1600/1600 2015 /2765 2015/2765 (80) 1001-3 X 141.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015/2765 2015/2765 (100) 1001-4X1 160.9 (73.0) 1001_4X11/4 182.4 (82.7) 1600/1600 2015/2765 2015/2765 6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 1/4 211.4 (95.9) 1600/1600 2015/2765 2015/2765 8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/1600 2015/2765 2015/2765 B-Line by ET.N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified Revised 5/9/2014 70 Fire Protection Solutions ®TaLCQ c®us LISTED /Shown with Fig. 980 1 - - Pipe Part Number & Approx. Wt/100 Design Size 1 /2" (32mm) Brace Pipe 2" (50mm) Brace Pipe Load in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) 21/2" (65) 2002-2'/2X1'/2 224.9 (102.0) 2002-21/2X2 283.3 (128.6) 2015 (8.96) (80) 2002-3 X 11/2 241.0 (109.3) 2002-3 X 2 299.4 (135.8) 2015 (8.96) (100) 2002-4 X 11/2 268.4 (121.7) 2002-4 X 2 326.8 (148.2) 2015 (8.96) 6" (150) 2002-6 X 11/2 326.6 (148.1) 2002-6 X 2 385.0 (174.6) 2015 (8.96) 8" (200) 20028X11/2 381.3 (172.9) 2002-8X2 439.7 (199.4) 2015 (8.96) I I I I Seismic Bracing Fig. 2002 - Sway Brace Attachment Size Range: Pipe size to be braced: 21& (65mm) thru a (200mm) all steel schedules. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 11&" (40mm) and 2" (50mm) steel schedule 10 through schedule 40. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO Fig. 980 sway brace attachment and joined together with bracing pipe. Install per NFPA 13. Features: Easy verification of proper installation by tightening bolts until ears touch. Installation: Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size to be braced, pipe size used for bracing 111/2" (40mm) or 2' (50mm)) and finish. Important Note: Fig. 2002 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 2002 must be used only with other TOLCO bracing products. I I ** See load ratings in UL Listed Design Load chart. I I I I B-Line by ETN All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 72 Fire Protection Solutions ENFNEERED BY ?owers GENERAL INFORMATION DDITM+ (DECK INSERT) Threaded Insert for Metal Deck The DDI+ (Deck Insert) is a concrete insert designed for installation in concrete-filled metal deck assemblies (i.e. "pan-deck", "0-deck") applications. After installation, the threaded male hanger of the insert protrudes below the surface of the deck. The DDI+ comes in sizes ranging from 3/8" to 7/8" in diameter. The threaded bolt offers adjustability for precise height requirements and guarantees the minimum embedment depth. The longer "T" brace enables a variety of installation locations in across the deck. Seismic Loading and Cracked Concrete • Suspending Trapeze and Cable Trays Hanging Pipe and Sprinkler Systems • Mechanical Unit Overhead Utilities HVAC Ductwork and Strut Channels • Conduit and Lighting System + Fast and simple to install, low installed cost + Pre-mounted self drilling screws for convenient installation + Fine-tuned thread length for guaranteed minimum embedment + Lengthened "T" brace for more flexible installation positions International Code Council, Evaluation Service (ICC-ES), ESR-3958 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 Underwriters Laboratories (UL Listed) - File No. DO 289, see listing for sizes. FM Approvals (Factory Mutual) File No. J.l. 3059197 GUIDE S H I [i i [ii I CSI Divisions: 03 15 19 - Cast-In Concrete Anchors and 03 16 00 - Concrete Anchors. Concrete inserts shall be 001+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. GENERAL INFORMATION SECTION CONTENTS General Information.........................1 Material Specifications...................2 Installation Specifications..............2 Installation Instructions..................2 Reference Data (ASD)......................2 Strength Design (SD).......................3 Ordering Information.......................6 DDI+ THREAD VERSION UNC Thread ANCHOR MATERIALS Plain and zinc plated carbon steel ANCHOR SIZE RANGE 3/8' diameter through 7/8" diameter SUITABLE BASE MATERIALS Concrete or lightweight concrete over metal deck C_ 9 E LISTED SR-3958 REfE il 1-800-4 DEWALT C1 2 + I0 = 'I) MATERIAL SPECIFICATIONS ENuNEERED BY ?owers- MATERIAL SPECIFICATIONS Anchor Component Component Material Metal Plate ASTM Al 011 Carbon Steel or equivalent (plain) Hex Head Bolt ASTM A307 Grade A (zinc plate INSTALLATION SPECIFICATIONS 001+ Insert Detail Dimension Notation Nominal Anchor Size 3/8" 1/2" 5/8" 3/4" 718" Typical Drill Bit Diameter for Deck in. 7/16 011/2 9/16 or 5/8 11/16 or 3/4 13/16 or 7/8 15/16 or Overall Length of Metal Plate in. 12 12 12 12 12 Approximate Width of Metal Plate in. 1-1/4 1-1/4 1-1/4 2 2 Approximate Thickness of Metal Plate in. 3/16 3/16 3/16 3/8 3/8 Bolt Thread Size (UNC) in. 3/8-16 1/2-13 5/8-11 3/4-10 7/8-9 Length of Hex Head Bolt in. 8 8 8 8 8 Effective Embedment Depth in. 1-1/2 1-3/4 2 2-1/8 2-1/16 Nominal Embedment Depth in. 1-3/4 2 2-3/8 2-5/8 2-5/8 Approx. Thread Projection (through 3-inch-deep deck) Over Upper Flute in 6-1/4 6 5-5/8 5-3/8 5-3/8 Over Lower Flute 3-1/4 3 2-5/8 2-3/8 2-3/8 Dimension Size Point Style Drill Range RPM (Max) Self-Drilling Screw 8-18 #2 18 Gage Max 2500 INSTALLATION INSTRUCTIONS Cut (e.g. drill/punch) a hole Place the threaded bolt of in the steel deck to the the insert through the hole hole size required by the in the steel deck. threaded bolt of the insert. The metal plate of the insert must be on the top the deck flutes. The metal plate can (optionally) be secured to the deck \ y using the pre-assembled a size drilling screws. 1 I REFERENCE DATA Ultimate and Allowable Load Capacities for DDI+ (Deck Insert) Installed In the Soffit of Sand-lightweight or Normal Weight Concrete over Metal Deck Floor and Roof Assemblies'234 Normal-weight or Sand-lightweight concrete, f'c ~ 3,000 psi 3-718" or 4-1/2" Wide Deck Nominal Nominal Mm. Mm. Min. Installed Over Upper Flute installed Over Flute Incline Installed Over Lower Flute Anchor Em Depth Concrete Topping insert End Distance g Ultimate Load Allowable Load Ultimate Load Allowable Load Ultimate Load Allowable Load Diameter In. h Thbcm Spacing 11n (In.) (In.) Tension 'is. Shear Tension Shear Tension Shear ------- Tension Shear Tension Shear Tension Shear lbs. His. lbs. lbs. lbs. lbs. lbs. lbs. lbs. His. lbs. 3/8 1-3/4 2 4-1/2 9 3,420 1,985 1,140 660 5,230 1,985 1,745 660 5,230 2,610 1,745 870 1/2 2 2-1/2 5-1/4 10-1/2 4,310 4,205 1,435 1,400 6,235 4,205 2,080 1,400 6,235 5,155 2,080 1,720 5/8 2-3/8 3-1/4 6 12 5,265 6,450 1,755 2,150 8,630 6,450 2,875 2,150 8,630 6,820 2,875 2,275 3/4 2-5/8 3-1/4 6-3/8 12-3/4 5,770 6,450 1,925 2,150 8,630 6,450 2,875 2,150 8,630 6,820 2,875 2,275 7/8 2-5/8 3-1/4 6-3/8 12-3/4 5,770 6,450 1,925 2,150 8,630 6,450 2,875 2,150 8,630 6,820 2,875 2,275 Allowable load capacities listed are calculated using an applied safety factor of 3.0 Nominal embedment depth is measured from the bottom of the insert plate to the top of the insert bolt head. Insert spacing and end distances are measured from the centedine of the insert bolt head. Shear loads may be applied in any direction. For inserts installed over the upper flute, if the shear load is parallel to the flute the tabulated allowable load values may be increased by 20 percent multiplied by 1.2) wsw.DEWALTcom ENNEEBED BY ?owers STRENGTH DESIGN 001+ Insert Installation Information and Supplemental Information" STRENGTH DESIGN (SD) fT- )E LISTED ES ESR-3958 100 Design infonnation Symbol Units 3/84nch 1/2-inch 5/8-inch Nominal bolt diameter da in. 0.375 0.625 (mm) 0.500 (9.5) (12.7) (15.9) Length of insert bolt ew in 8 (203) 8 (mm) 8 (203) (203) Typical drill bit diameter dt in. 7/16 or 1/2 9/16 or 5/8 11/16 or 3/4 Nominal overall length of insert plate P41& in.' 12 (305) 12 (mm2) 12 (305) (305) Nominal width of insert plate Wplate in.' 1-1/4 1-1/4 (mm2) 1-1/4 (32) (32) (32) Approximate thickness of insert plate tplav in. (mm) 3/16 (4.8) 3/16 (4.8) 3/16 (4.8) Over upper flute hrm (upperflute) in. (mm) Over flute incline hnom (upperincline) in. (mm) Minimum nominal embedment depth 1-3/4 (45) 2 (51) 2-3/8 (60) Over lower flute hnon, (lowerfiute) in. (mm) Over upper flute hr (upperfiute) in. (mm) Over flute incline hut )urvutite( in. Minimum effective 1.50 1.75 2.00 embedment depth (mm) (38) (45) (51) Over lower flute howete) in. (mm)_ Over upper flute hmin (upperfiute) in. (mm) Minimum concrete 2 2-1/2 3-1/4 in. member thickness Over flute incline hmin (upperincene) (mm) (51) (64) (83) (topping thickness) Over lower flute hmin (loea jte) in. (mm) Over upper flute cmin,oeut,(uppere ( in. (mm) Minimum flute edge distance (insert bolt) N/A (mm) N/A N/A Over flute incline cmIn.dek(upuncIine) in. Over lower flute Cmin,deck 0werfiute) in. See Figure 3C (mm) See Figure 3C See Figure 3C Over upper flute 5min )eututut in. (mm) Minimum ____________ Over flute incline _____________ 5n(uppedncne) _____________ in. (mm) spacing distance (bolt spacing, 4-1/2 (114) 5-1/4 (133) 6 (152) center-to-center) Over lower flute Smin (Iowutute) in. (mm) Over upper flute cmn opperflut in. (mm) Over flute incline cmn(uppe1nchne) in. Minimum deck end Specified cover requirements for reinforcement in accordance with distance (mm) ACI 318-14 17.7.2 or ACl 318-11 7.7, as applicable. Over lower flute cmin (bwerfluto) in. (mm) Effective tensile stress area (insert bolt) A in .2 0.078 0.142 0.226 (mm2) (50) (92) (146) Insert head net bearing area Abrg In! 0.17 0.45 (mm2) 0.28 (110) (181) (290) Minimum specified ultimate strength futa psi 60,000 (N/mm° (400) Minimum, specified yield strength fpe psi (N/mm) 36,000 (248) For Si: 1 inch = 25.4 mm, 1 ft-lb = 1.356 N-rn The information presented in this table is to be used in conjunction with the design criteria of ACt 318-14 Chapter 17 or ACi 318-11 Appendix D, as applicable, For installation detail for inserts in concrete-filled steel deck assemblies, see Figures A, B and C (i.e. over upper flute, over flute incline, over lower flute). 1-800-4 DiWALt cC I I STRENGTH DESIGN (SD) ENGINEERED BY '?owers COI)1 LIS'I'ED 1 UDI,. Insert Design Information1'2'3'45'6 ICC-ES ESR-3958 j Design Information Symbol Units 3/8-Inch 112-Inch 5184nch Insert O.D. (nominal bolt diameter) da in. 0.375 (9.5) 0.500 (12.7) 0.625 (mm) (15.9) Insert head net bearing area Arn in' 0.17 (110) 0.45 (mm2) 0.28 (181) (290) Effective tensile stress area Ase in.' (mm2) 0.078 0.142 (92) 0.226 (146) Over upper flute he (upperf lute) in. (mm) Over flute incline hat (fluteincline) in. (mm) Effective embedment depth 1.50 (38) 1.75 (45) 2.00 (51) Over lower flute hat (lowerflute) in. (mm) Minimum concrete member thickness (topping thickness over upper flute) hmu in. (mm) 2.00 2.50 (64) 3.25 (83) Minimum spacing and edge distance Smin, Cmin in. (mm) See Installation Information Table and Figures A, B and C Effectiveness factor for cracked concrete kc - (SI) 24 (10) Modification factor for tension strength in uncracked concrete WC. - 1.25 Nominal tension strength of single insert as Nsajrwrt lb According to governedbysteelstrength (kN) 4,650 8,520 13,560 Nominal tension strength of single insert as Ninaq lb Figures A, B or C (20.7) (37.9) (60.3) governed by steel strength, seismic ' ' (kN) Nominal steel shear strength of single insert ha.isaraecv lb 2,280 4,260 According to Figure A in the soffit ofconcreteonsteeldeck (upperflute) (kN) (10.1) (18.9) 7,245 (over upper flute) Nominal steel shear strength of single insert V,indk,w lb 1,825 3,410 (32.2) in the soffit ofconcreteonsteeldeck,seismic (upperflute) (kN) (8.1) (15.2) Nominal steel shear strength of single insert VsajnserLdeck lb 1,310 3,410 According to Figure B inthesoffitofconcreteonsteeldeck (fluteincline) (kN) (5.8) (15.2) 5,240 (over flute incline) Nominal steel shear strength of single insert Vsa,imer4deck,eq lb 1,045 2,860 (23.3) in the soffit of concrete on steel deck, seismic (fluteincline) (kN) (4.6) (12.7) Nominal steel shear strength of single insert Vsa,inundeck lb 2,280 4,260 According to Figure C in the soffit of concrete on steel deck fowerf lute) (kN) (10.1) (18.9) 5,735 (over lower flute) Nominal steel shear strength of single insert Vnaex,xnck,w lb 2,015 3,410 (25.5) inthesoffitofconcreteonsteeldeck,seismic (lowerfiute) (kN) (9.0) (15.2) For SI: 1 inch = 25.4 mm. 1 pound = 4.45 N, 1 psi = 0.006895 MPa. For pound-inch unit: 1 mm = 0.03937 inches. Concrete must have a compressive strength f 'cot 3,000 psi (20.7 MPa) minimum. Design of headed cast-in specialty inserts shall be in accordance with the provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable, for cast-in headed anchors. Concrete breakout strength must also be in accordance with the Idealization of Concrete Filled Steel Decks Figure. Strength reduction factors for the inserts shall be taken from ACI 318-14 17.3.3 or ACI 318-11 D.4.3, as applicable, for cast-in headed anchors. Strength reduction factors for load combinations in accordance with ACI 318-145.3 or ACI 318-119.2, as applicable, governed by steel strength of the insert shall be taken as 0.75 for tension and 0.65 for shear; values correspond to ductile steel elements. The value of 0 applies when the load combinations of Section 1605.2 of the IBC, ACI 318-145.3 or ACI 318-119.2. as applicable, are used in accordance with ACI 318-14 17.3.3 or ACI 318-11 D.4.3, as applicable. If the load combinations of ACI 318-11 Appendix C are used, the appropnate value of ip must be determined in accordance with ACI 318-11 D.4.4. Insert O.D. is the nominal bolt diameter of the insert. Minimum spacing distance between anchors and minimum edge distances for cast-in headed DDI+ inserts shall be in accordance with the Installation Information Table, Design Information Table, Figures A, B and C and noted provisions. Shear loads for concrete inserts in concrete-filled steel deck assemblies may be applied in any direction (i.e. over upper flute, over flute incline, over lower flute). A N. Idealization of Steel Deck Profile (over lower flute or over flute incline) Idealization of Steel Deck Profile (over upper flute) Idealization of Concrete Filled Steel Decks for Determination of Concrete Breakout Strength in Accordance with ACI 318 www.DEWALTcom 0 0 EIIIaNEEREO BY?owers' STRENGTH DESIGN (SD) Tension and Shear Design Strengths for DDI+ Inserts Installed in Uncracked Lightweight Concrete Filled Steel Deck Floor and Roof Assemblies' 2,3,4,5,6 Minimum Concrete Compressive Strength t'c :3,000 psi Insert 0.0. (Nominal Bolt Diameter) Embed. Depth bet Upper Flute (Figure A) Flute Incline (Figure B) Lower Flute (Figure C) (In.) (In.) q5Nn qVn Nn 5Vn q5Nn q5Vn Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 1-3/4 1,795 l 11795 I 1,795 1/2 1-3/4 2,265 2,265 . 2,265 I 5/8 1-3/4 2,765 - I 2,765 1 11.1....... 2,765 I C] - Anchor Pullout/Pryout Strength Controls [1- Concrete Breakout Strength Controls I - Steel Strength Controls Tension and Shear Design Strengths for DDI+ Inserts Installed in Cracked Liahtweiaht Concrete Filled Steel Deck Floor and Roof Assemblies, 2'3'45'6 Minimum Concrete Compressive Strength fe = 3,000 psi Insert O.D. (Nominal Bolt Diameter) Embed. Depth hut Upper Flute (Figure A) Flute Incline (Figure B) I Lower Flute I (Figure C) (In.) (In.) çbNn I Vn s'Lar Nn I (bVn I q5Nn I thVn Tension I Tension I Shear I Tension I Shear (lbs.) I (lbs.) (lbs.) () 3/8 1-3/4 1,435 1,435 I 1,435 1/2 1-3/4 1,810 .uuuuII 4 1j 1,810 1,810 5/8 1-3/4 2,210 - I 2,210 Ii. 2,210 El - Anchor Pullout/Pryout Strength Controls El - Concrete Breakout Strength Controls U - Steel Strength Controls Tabular values are provided for illustration and are applicable for single anchors installed in sand-lightweight concrete with minimum member thickness (topping thickness), ha = hmin, and with the following conditions: - For Upper Flute and Flute Incline: ca, is greater than or equal to the critical edge distance, c - For Lower Flute: Cal is equal to the minimum lower flute edge distance Calculations were performed following methodology in ACI 318-14 Chapter 17, The load level corresponding to the controlling failure mode listed (e.g. For Tension: steel strength, concrete breakout strength, or pullout strength; For Shear: steel strength). Furthermore, the capacities for concrete breakout strength in tension are calculated using the effective embedment values, h, for the selected anchors as noted in the design information table. Please also reference the installation specifications for additional information. Strength reduction factors (0) for the inserts are based on ACI 318-14 17.3,3 for cast-in headed anchors. Condition B is assumed. Strength reduction factors for load combinations in accordance with ACI 318-14 Section 5.3 governed by steel strength of the insert are taken as 0.75 for tension and 0.65 for shear; values correspond to ductile 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. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI 318-14 Chapter 17 and information contained in this product supplement. For other design conditions including seismic considerations please see ACI 318-14 Chapter 17. 1-800-4 DWALt www.DEWALTcom ORDERING INFORMATION DDI+ (Deck Insert) Cat No. Anchor Size Rod/Anchor DIa. Typical 0,111 Diameter Box . PFM2511100 3/8" Metal Deck Insert 3/8' 7/16 or 1/2" 20 PFM2511110 1/2" Metal Deck Insert 1/2" 9/16 or 5/8" 20 PFM2511120 5/8" Metal Deck Insert 5/8" 11/16" or 3/4" 20 PFM2511130 3/4" Metal Deck Insert 3/4" 13/16" or 7/8" 12 PFM2511140 7/8" Metal Deck Insert 7/8" 15/16" or 1" 12 I Cat No. oescdptlon Rod/nthor Hex Diameter Box Qty. Chi. Wy. 030007 3/8-16 x 1/2" x 1-1/8" 3/8" 1/2" 100 1000 030009 1/2-13 x 5/8' x 1-1/4" 1/2" 5/8" 50 500 030010 5/8-13 x 13/16" x 2-1/8" 5/8" 13/16" 25 250 030011 3/4-13 xix 2-1/4" 3/4" 1"1 25 250 030012 7/8"-13x1-1/4"x2-1/2" 7/8" 1-1/4" 1 10 100 Rod Coupling Nuts - Zinc F C? ORDERING INFORMATION ENONEERED Br?owers Figure A Figure B DDI+ Concrete Inserts Installed Through the Soffit of Concrete-Filled DDl+ Concrete Inserts Installed Through the Soffit of Concrete-Filled Steel Deck Floor and Roof Assemblies (Over Upper Flute)'" Steel Deck Floor and Roof Assemblies (Over Flute Incline)'-'.' SAND-LIGHTWEIGHT CONCRETE OR SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK NORMAL WEIGHT CONCRETE OVER STEEL DECK (MIN. 3,000 PSI) (MIN. 3,000 PSI) See Design information See Design Information 44 . 4 < ç.V q Vr, 4 Toestie .• Topping ,... '... .... Thkk- lt tteess 4 4 4 4 4 4 4 4 Design 4 4 4 a 4 4 4 17 17 :' 7 17 : : Upper Flute L L (T-il t Steel DecliMin. 1-3/4 L I . Mm. I () I Lower Ruts (Ridge) I Min.(Typ) I I No. 20 Gage Steel Deck Min. L_ Lower Flute (Ridge) Figure C DDl+ Concrete Inserts installed Through the Soffit of Concrete-Filled Steel Deck Floor and Roof Assemblies (Over Lower Flute) 1,25 Installations require a minimum concrete member topping thickness from the top of the upper flute as given in the Design Information Table, Inserts may be placed on the upper flute of the steel deck assembly; they may be installed anywhere across upper (lute as follows: (Figure A) - Placed over the upper (lute with threaded bolt installed through the upper flute or; (Figure B) - Placed over the upper flute spanning the lower flute with threaded bolt installed through the inclined section or; (Figure C) - Placed over the upper flute spanning the lower flute with threaded boft installed through the lower flute. Inserts over the upper flute with threaded bolt installed through the upper flute may be placed in any location and orientation that meets the minimum deck end distance requirements (see Design Information Table). The minimum deck end distance is measured from deck end to the centerline of the insert bolt. Inserts over the upper flute spanning the lower flute with threaded bolt installed through the inclined section may be placed in any location and orientation that meets the minimum deck end distance requirements (see Design Information Table). The minimum deck end distance is measured from deck end to the centerline of the insert bolt. SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MIN. 3,000 PSI) See Design Information 4 .. 4' Thlcknm, . n: ..... ,. ............ ,. ., ..., U. ...., ... kdenullon( v v s V V V 1 •( •>q > •. , q • 4 4 41111 4 4 4 4 (typ) 7 _JJJ Upper Rate Lower Flute (Ridge) 5. Inserts over the upper flute spanning the lower flute with threaded bolt installed through 1—No.20 Gage the lower flute may be placed in any location that meets the minimum deck end distance Steel Deck Min. and minimum lower flute edge distance requirements. The minimum deck end distance is Note measured from deck end to the centerline of the Insert bolt. For lower flute widths of 3-7/8- inch, a mmdmum 1-inch centerline bolt offset in either direction from the center of the flute. The offset distance may be increased for flute widths greater than those shown provided the minimum lower flute edge distance of 15/16-inch is also satisfied. (6510152) 6 Head Box I 3 Head Box I Heavy duty 20 gauge steel construction Red powder coated finish 1 (6510151A) (6510151) d WO W%_510 I FIRE SPRINKLER SPARE HEADBOXES 12 Head Box (6510150) 6 Large Head Box Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge Slotted for easy mounting with screws, rivets or strapping The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I I I I 'I I I 4 Up GUARANTEED ARGCO VINYL SPRINKLER IDENTIFICATION DECALS -White Vinyl Crack and Peel Decals with Bright Red Ink. -Available as generic signs or personalized. -ID signs, inspection decals, hydracalc placards and services stickers. AIR CONTROL JANTI-FREEZE SYSTEM FIRE EXTINGUISHER INSPECTORS TEST 50-20-010 AIR LINE 50-20-045 50-20-200 50-20-270 =MAIN NTROL AUXILIARY DRAIN [[FIR:ED:EPARTMENTVALVE 50-20-020 50-20-070 50-20-201 50-20-280 ALARM LINE CONTROL VALVE FIRE HOSE ~E RAI MAIN DN 11 50-20-030 50-20-100 50-20-205 50-20-290 ALARM TEST DRAIN VALVE 1~ [ PIPE FIRE SPRINKLER OPEN SPRINKLER CONTROL 50-20-040 50-20-140 50-20-221 50-20-300 [-FIRE PROTECTION SPRINKLER 8"x 2 50-20-219 50-20-31/ TES=&DRAIN 50-20-355 WATER MOTOR LINE 50-20-390 SPRINKLER SPRINKLER p SERVICE STICKERS A Great Way to Advertise Right on the Jobsite UU LL A RIC Put your Company Name & Logo on your Service Decals A AN ARGCO's art department can take your personalized artwork and recreate it on your signs - ' SPRI CORP. MSRRSPEOIIETIOII 24 HR. EMERGENCY SERVICE Custom to your specs. '$ttt" 770-339-3737 55fl5.49I0 The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the users responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 1 OR LOG ONTO WWW.ARGCO.COM I I I FS-ONE High Performance I Intumescent Firestop Sealant Product description I . Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating I Areas of application Steel, copper and EMI pipes Insulated steel and copper pipes Cable bundles I . Closed or vented plastic pipes . HVAC penetrations For use with Concrete, masonry, drywall and wood floor assemblies Wall and floor assemblies rated up to 4 hours Examples Sealing around plastic pipe penetrations in fire rated construction . Sealing around combustible and non-combustible penetrations in fire rated construction Internationally tested and approved FILL. VOID OR CAVITY MATERIALS 0 CLASSIFIED BY I I I (j) UNDERWRITERS LABORATORIES, INC. FOR USE IN TROUGH-PENETRATION APPROVED FIRESTOP SYSTEMS I I Fo, PeneSotlon Fire Stops SEE UL FIRE RESISTANCE DIRECTORY1 I Conoolt ho F...,Mutsol Reseroh Corporetlon tlsproveJ Gtode I I I System advantage/Customer benefits 1 . Protects most typical firestop penetration applications Easy to work with and fast cleanup Can be repenetrated when laying new cables I • Can be painted I FS-ONE Intumescent Firestop Sealant ordering I Description Color Package contents Volume Item No. .. J FS ONE, tube red 10.1 oz (300 ml) 18 in3 00259579 FS-ONE, foil red (Qty 20) 20.2 oz. (600 ml) 36 in3 00311387 FS ONE, pail red 5 Gallons (19 liter) 1155 in' 00259578 CB 200 PI-300/31 0 ml Dispenser 00055205 I 600 ml Foil Dispenser 00024669 1I1 I I I I I I e I:! I 1 12 Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / w.us.hiIti.com e.1 I FS-ONE High Performance Intumescent Firestop Sealant Product description Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Product features Smoke, gas and water resistant Contains no halogen, solvents or asbestos High fire rating properties Water based, easy to clean Tested in accordance with UL 1479 ASTM E814 ASTM E84 Installation instructions for FS-ONE Cable Installation I. Clean opening. 2. Pack mineral wool. 3. Apply FS-ONE. (If required) Technical Data FS ONE Intumescent Firestop (at 73°F (23°C) and 50% relative humidity) Chemical basis: Water-based intumescent acrylic dispersion Density: Approx. 1.5 g/cm3 Color: Red Working time: Approx. 20-30 mm Curing time: Approx. 14-21 days Shore A Hardness: Approx. 35 Movement capability: Approx. 5% Intumescent Activation: Approx 250°F (121°C) Expansion rate (unrestricted): Up to 3-5 times original volume Temperature resistance (cured): -40°F (-40°C) to 212°F (1 00°C) Application temperature: 35°F (2°C) to 100°F (38°C) Surface burning characteristics: (ASTM E 84-96) Flame Spread: 0 Smoke Development: 5 Sound transmission classification: 50 ASTM E 90-97 Approvals ICBO Evaluation Service, Inc. Report No. 5071 California State Fire Marshal Listing No. 1200:108 City of New York MEA 326-96-M Vol. II 4. Smooth FS-ONE. 5. Leave completed seal 6. Fasten identification undisturbed for 48 hours. plate (if required). I. Clean opening. 2. Pack mineral wool. 3. Apply FS-ONE. (If required) 4. Smooth FS-ONE. 5. Leave completed seal 6. Fasten identification undisturbed for 48 hours. plate (if required). SavingLives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000/.us.hilti.com 13 1 1 P T. L;ILL±A1 IL HILTI, INC.: P.O. Box 21148, Tulsa, OK 74121; Ph: 1 800 879 6000; Emergency No.: 1 800 879 4444 PRODUCT NAME: FS-ONE High Performance Intumescent Firestop Sealant MSDS No.: 259 Revision No.: 008 I DESCRIPTION: One-part acrylic -based sealant Date: 05/19/99 Page: 1 o 2 AND EXPOSURE LIMITS I INGREDIENTS Ingredients: CAS Number: PEL: TLV: TEL: Calcium carbonate 01317-65-3 5 Mg/M3 (T) 10 mg/m, (T) NE I Ammonium polyphosphate Boron trioxide 68333-79-9 NE NE NE 01303-86-2 15 Mg/M3 (R) 10 Mg/M3 NE Alkylphenolethersulfate, sodium salt 69011-84-3 NE NE NE Talc 14807-96-6 20 mppcf 2 Mg/M3 NE I Zinc oxide Expandable graphite 01314-13-2 5 mg/ml (T) 10 mg/m, NE 12777-87-6 5 mg/ml (T) 2 Mg/M3 (T) NE Ethylene glycol 00107-21-1 NE C:100 mg/ml (A) NE Polybutene 09003-29-6 NE NE NE Iron oxide 01309-37-1 10 Mg/M3 5 Mg/M3 NE I Glass filament 65997-17-3 NE 5 Mg/M3 (T) NE Silicon dioxide 14808-60-7 0.05 Mg/M3 (T) 0.1 Mg/M3 (1) NE PEL = OSHA Permissible Exposure Limit. TLV = ACGIH Threshold Limit Value. C = Ceiling. STEL = Short Term I Abbreviations: Exposure Limit. NE = None Established. NA = Not Applicable. (T) indicates "as total dust". (R) indicates "as respirable fraction". (A) indicates "as an aerosol". rnppcf = million particles per cubic foot. I PHYSICAL DATA Appearance: Red paste. Odor: Odorless. Vapor Density: (air = 1) Not determined. Vapor Pressure: 23mbar @ 20C / 68F Boiling Point: Not applicable. VOC Content: None. I Evaporation Rate: Not applicable. Solubility in Water: Soluble. Specific Gravity: 1.5 pH: Notdetermined. FIRE AND EXPLOSION HAZARD DATA Flash Point: Non-flammable. - I Flammable Limits: Extinguishing Media: - Not applicable. Not applicable. Use extinguishing media as appropriate for surrounding fire. Special Fire Fighting Procedures: None known. Use a self-contained breathing apparatus when fighting fires involving chemicals. Unusual Fire and Explosion Hazards: None known. Thermal decomposition products can be formed. REACTIVITY DATA Stable. I Stability: Hazardous Polymerization: Will not occur. Incompatibility: Strong acids, peroxides, and oxidizing agents. Decomposition Products: Thermal decomposition can yield CO and CO2. I Conditions to Avoid: None known. HEALTH HAZARD DATA Known Hazards: None known. Carcinogenicity: IARC classifies crystalline silica (quartz sand) as Gp I based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, I refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant. Based upon the nature and intended use of this product, it does not pose an increased cancer I risk to workers. 210 Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000/www.us.hilti.com ae- ' ', !eria1eti&tas1eetk 1 Signs and Symptoms of Exposure: Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Routes of Exposure: Dermal. Medical Conditions Aggravated by Exposure: Eye and skin conditions. EMERGENCY AND FIRST AID PROCEDURES Eyes: Immediately flush with plenty of water. Call a physician if symptoms occur. Skin: Immediately wipe off material and wash with soap and water. Material can adhere to the skin. If material has adhered to the skin, use an abrasive containing hand cleaner. If material does not come off, buff with a pumice stone. Inhalation: Move victim to fresh air if discomfort develops. Call a physician if symptoms persist. Ingestion: Seek medical attention. Do not induce vomiting unless directed by a physician. Never give anything by mouth to an unconscious person. Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT Ventilation: General (natural or mechanically induced fresh air movements). Eye Protection: Not required, however, safety glasses should be worn in most industrial settings. Skin Protection: Avoid skin contact. Cloth gloves are suitable for hand protection. Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH-approved respirator with organic vapor cartridges. Never enter a confined space without an appropriate air-supplied respirator. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Storing Precautions: Store in a cool, dry area preferably between 500 and 1000 F. Keep from freezing. Do not store in direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene; i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach of children. Follow label/use instructions. Spill Procedures: Immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local, state, or federal requirements. REGULATORY INFORMATION Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. HMIS Codes: Health 1, Flammability 0, Reactivity 0, PPE B DOT Shipping Name: Not regulated. TSCA Inventory Status: Chemical components listed on TSCA inventory. SARA Title III, Section 313: This product contains 1-5% ethylene glycol (CAS 107-21-1) and 1-5% zinc oxide (re: zinc compounds) which are subject to reporting under Section 313 of SARA Title III (40 CFR Part 372). EPA Waste Code(s): Not regulated by EPA as a hazardous waste. Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. CONTACTS Customer Service: 1 800 879 8000 Technical Service: 1 800 879 8000 Emergency: 1 800 879 4444 Health / Safety: 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. SavingLives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 /www.us.hilti.com 211 I Northbrook, Illinois . (708) 272-8800 Melville, New York. (516) 271-6200 Vi Underwriters Laboratories Inc. caiitornia• 985-2400 Research mangle Park, North Carolina- (919) 549-1400 CERTIFICATE OF COMPLIANCE I Ii I CERTIFICATE NUMBER: ISSUE DATE: 211097 - R13240A October 21, 1997 I I I I I I I I I I I I I Issued to: Hilti Construction Chemicals Inc. 5400 S. 122nd East Avenue Tulsa, OK 74146 USA Report Reference: R13240, February 14, 1997 This is to CertW that representative samples of: Fill, Void or Cavity Materials, one part Sealant designated as FS One (also identified as CP 612) Have been investigated by Underwriters Laboratories Inc. In accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1479, Fire Tests of Through-Penetration Firestops; UL 2079, Tests for Fire Resistance of Building Joint Systems. Additional Information: This material is a one part intumescent firestop sealant for use in through-penetration firestop systems. These sealants are Classified as 'Fill, Void or Cavity Materials" for use in various Through- Penetration Pirestop Systems as specified in Volume 2 of UL's Fire Resistance Directozy. Only those products bearing the UL Classification Marking should be considered as being covered by UL's Classification and Follow-Up Service. The UL Classification Marking includes: the name Underwriters Laboratories Inc.; the word"Classified"; a control number (may be alphanumeric) assigned by UL; a statement to indicate the extent of UL's evaluation of the product; and, the product category name (product identity) as indicated In the appropriate UL Directory. I PLOW El Engineer: Review Engineer: . Underwriters Laboratories Inc. Underwriters Laboratories Inc. 2000-44C (6/92) I 234 Saving Lives through innovation & education • Hilti Firestop Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com