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HomeMy WebLinkAbout5791 VAN ALLEN WAY; ; FPC2021-0021; Permitty PERMIT REPORT Cdis ci b a of d Print Date: 08/02/2021 Permit No: FPC2021-0021 Job Address: 5791 VAN ALLEN WAY, CARLSBAD, CA 92008-7321 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2121304500 Track #: Applied: 02/08/2021 Valuation: $2,082,950.35 Lot #: Issued: 02/18/2021 Occupancy Group: Project #: Finaled Close Out: 08/02/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check #: Final Inspection: Project Title: Description: THERMO FISHER SCIENTIFIC -PHASE 1 SPRINKLER TI (2 RISERS, 569 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858)513-4949 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 or 13R System> 100 heads $654.00 Total Fees: $1,131.00 Total Payments To Date: $1,131.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 760-602-8561 f I www.carlsbadca.gov No. 241 0 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: Wave 1 - Thermo Fisher Expansion SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 5791 Van Allen Way CITY: Carlsbad PHONE: (858) 513-4949 x1310 (Western Fire Protection) FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Van Allen Way north of Faraday Ave. TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 132 PSI Hydrant Number (if applicable):H61227 & H61382 Elevation of test: 244 Feet Main Size: 8 INCH Pressure Zone: 550 Feet Date/Time of Test: Pitot Tube Reading: Corresponding Flow: GPM Total Flow: 2,750 GPM Residual Pressure 124 PSI At peak demand this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this flow exceeds the City's maximum velocity criteria of 10 fps. The maximum fire flow that meets both the minimum pressure and maximum velocity criteria is 2,750 gpm. Flow was split between the hydrants noted above. Note that the City estimates static pressure based on the LWL of the tank in that zone. Therefore, the residual pressure can potentially be higher than static, even during a fire flow event. 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): Signature: Title/Org: Manager Date: 1/14/2021 #241 Wave 1: Thermo-Fisher Expansion (5791 Van Allen Way) - Fire Flo Western Fire Protection Inc. ThermoFisher Scientific Phase I 5791 Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System 20-3562-02 Hydraulic Calculations 2-5-2021 13630 Danielson Street 9 Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 IHydraulic Overview JobNumber: 20-3562-02 UN Report Description: Ordinary Group II - Equipment Ploi' Job Job Number 20-3562-02 Design Engineer Mitchell Struck Job Nennel MMS2 THERMO FISHER EXPANSION Phone FPJI Address I State Centhtcationeucense Number 5791 VAN ALLEN WAY Address 2 CARLSBAD, CA 92008 ADIJ Address 3 Job Site/Building System Density Area otAgpllcatton 0.200gpm/ft2 2500.00ft2 (Actual 2682.51ft2) Most Demanding Sprinkler Data Nose Streams 5.6 K-Factor 26.00 at 21.556 250.00 Counnago Per Sprinkler Number OtSpdnklnrs Calculated 130.00f12 40 System Pressure Demand System Flow Demand 97.105 1081.97 Total Demand Pressure Result 1331.97 @97.105 +19.811 (16.9%) Supplies Check Point Gauges Node Name Ftow(pDm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 2750.00 250.00 118.800 111.600 MMS2 With 3D Struct Water Supply at Node 1 (2750.00, 250.00, 118.800, 111.600) 150- 120 tatic Pressure 1081.97 @ 97.105 97 with hose streams CL .. t108 75 60 - emand curve 45. 30 15 r' tUt' ifflul) LLU.LLI JJJ.LW. JJJJJJJJ JJJJjjJJ III 111111 11111111 4950 0)65200 2750 3300 3850 4400 5500 Water flow, gpm © M.E.P.CAD, Inc. M AutoSPRINK 2018 04.4.5.0 2/5/2021 1:41:59PM Page 1 1111Hydraulic Summary Job Number: 20-352-02 Reoort DescriDtion: Ordinary GrouD II - EauiDment Platform Job Job Number 20-3562-02 Design Engineer Mitchell Struck Job Nanno: MMS2 THERMO FISHER EXPANSION State ConbficationdJconoo Number Addn050l 5791 VAN ALLEN WAY PJJ Add.. 2 CARLSBAD, CA 92008 Job bitoloxtddiflg Add— 3 Drovoing Name MMS2 With 3D Struct System Remote Area(s) Most Demanding Spolnoen Data 5.6 K-Factor 26.00 at 21.556 Occupancy Ordinary Group II - Equipment Platform Job Sefflo H000 Pliowonco At Source 250.00 Density 0.200gpm/ft2 Area of Application 2500.00ft2 (Actual 2682.51 ft') Additional Hose Sttpp005 Node Flow(pm) Number Of Spttnaiors Calculated 40 C00000go Pen Spttnklot 130.00ft2 Total Hose Streams 250.00 System Flow Demand 1081.97 Total Water Required (Including Hone Plowonce) 1331.97 Maolmum Pressure Unbalance In Loops 0.000 MaxfrnemVetocdyAbove Ground 22.98 between nodes 41 and 40 Maxienton Velocity Undo, Ground 7.44 between nodes 3 and 8 Volume capacity of Wet Pipes 5252.98ga1 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) 1 Water Supply— 250.00 1 118.800 111.600 2750.00 116.917 1331.97 97.105 19.811 Contractor ContractotNumben Contact Name Contact Title Namo of Conttactor Phone Extension Addn000 I FAX Add.. 2 E-mail Address 3 Web-She (, © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:02PM Page 2 Hydraulic Graph Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform Water Supply at Node I 150— 135--- 120 - Static Pressure 118.800- 750.00 i 111 600 105-: 081.97'@ 97.105 1331.97 with hose streams H 90 CL 75 U) - U) 60 H fystern demand curve H 15— 0_11LLthWJJJ.Lhhhhhhhuh1111111111111111111 111111111 111111111 1111)11)1 11111 III 50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static; Pressure 118.800 Residual; Pressure 111.600 @2750.00 Available Pressure at Terre 0) Test 116.917@ 1331.97 Sy,te000mord - 97.105@ 1081.97 Syaterr Demand )Iraudlng Hose dlloeerae at Source) 97.105 @ 1331.97 .,©M.E.P.CAD, Inc. jj AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:42:04PM Page 3 1111 Summary Of Outfiowing Devices Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1201 26.00 26.00 5.6 21.556 Sprinkler 1202 26.03 26.00 5.6 21.612 Sprinkler 1203 26.04 26.00 5.6 21.616 Sprinkler 1204 26.06 26.00 5.6 21.649 Sprinkler 1205 26.09 26.00 5.6 21.709 Sprinkler 1206 26.09 26.00 5.6 21.713 Sprinkler 1207 26.25 26.00 5.6 21.969 Sprinkler 1208 26.27 26.00 5.6 22.003 Sprinkler 1209 26.30 26.00 5.6 22.056 Sprinkler 1210 26.39 26.00 5.6 22.206 Sprinkler 1211 26.39 26.00 5.6 22.210 Sprinkler 1212 26.59 26.00 5.6 22.541 Sprinkler 1213 26.60 26.00 5.6 22.562 Sprinkler 1214 26.65 26.00 5.6 22.649 Sprinkler 1215 26.68 26.00 5.6 22.698 Sprinkler 1216 26.68 26.00 5.6 22.701 Sprinkler 1217 26.69 26.00 5.6 22.720 Sprinkler 1218 26.72 26.00 5.6 22.762 Sprinkler 1219 26.93 26.00 5.6 23.124 Sprinkler 1220 26.96 26.00 5.6 23.179 Sprinkler 1221 27.01 26.00 5.6 23.261 Sprinkler 1222 27.03 26.00 5.6 23.297 Sprinkler 1223 27.03 26.00 5.6 23.306 Sprinkler 1224 27.05 26.00 5.6 23.341 Sprinkler 1225 27.06 26.00 5.6 23.347 Sprinkler 1226 27.14 26.00 5.6 23.484 Sprinkler 1227 27.25 26.00 5.6 23.676 Sprinkler 1228 27.27 26.00 5.6 23.718 Sprinkler 1229 27.33 26.00 5.6 23.826 Sprinkler 1230 27.36 26.00 5.6 23.871 Sprinkler 1231 27.52 26.00 5.6 24.157 Sprinkler 1232 27.60 26.00 5.6 24.286 Sprinkler 1233 27.74 26.00 5.6 24.546 Sprinkler 1234 27.99 26.00 5.6 24.983 Sprinkler 1235 28.18 26.00 5.6 25.328 Sprinkler 1236 28.21 26.00 5.6 25.376 Sprinkler 1237 28.33 26.00 5.6 25.597 Sprinkler 1238 28.34 26.00 5.6 25.613 Sprinkler 1239 28.65 26.00 5.6 26.169 Sprinkler 1240 29.46 26.00 5.6 27.667 c Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. ffi AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:42:10PM Page 4 NodeAnalysis Job Number: 20-3562-02 Rnnnrf flnerrintinn flrdin,n, flrni in II - P- 4-M PIaIfnrn Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1238 1241/2 Spr(-25.613) 25.613 28.34 1239 1241/2 Spr(-26.169) 26.169 28.65 1240 12-4% Spr(-27.667) 27.667 29.46 2 -3-0 LtE(22-01/2) 97.037 3 4-0 LtE(16'-7) 88.322 4 -3-0 86.439 5 0-6 84.921 6 12-6 P0(37-81/2) 79.719 7 29-7 E(17-7) 72.320 8 -3-0 85.310 9 0-6 83.522 11 11-10% P0(5-0) 22.949 12 11-101/2 P0(5-0) 23.114 13 11-101/2 P0(5-0) 23.632 14 11-101/2 P0(5-0) 24.829 15 11-3 P0(8-0) 37.019 16 11-3 P0(8-0) 37.365 17 11-3 P0(8-0) 39.968 18 11-3 P0(8-0) 41.250 19 11-3 P0(8-0) 43.109 20 11-3 P0(8-0) 45.005 21 11-3 P0(8-0) 47.410 22 11-3 P0(8-0) 49.707 23 11-3 P0(8-0) 51.927 24 30-111/2 P0(20-2) 65.340 25 31-0 P0(8-0) 65.344 26 30-10 P0(8-0) 65.592 27 30-21/2 P0(8-0) 66.064 28 28-11% P0(8-0) 67.063 29 28-7% P0(8-0) 67.453 30 28-6 P0(8-0) 67.783 31 28-111/2 P0(8-0) 67.858 32 28-11% T(37-81/2) 69.121 33 11-101/2 P0(5-0) 23.008 34 11-101/2 P0(5-0) 24.006 35 11-10% P0(5-0) 24.974 36 11-10% P0(5-0) 26.909 37 11-3 P0(8-0) 35.385 38 11-3 P0(8-0) 35.878 39 11-3 P0(8-0) 36.893 40 11-3 P0(8-0) 38.767 41 11-3 P0(8-0) 41.512 42 11-3 P0(8-0) 44.007 43 11-3 P0(8-0) 46.902 44 11-3 P0(8-0) 49.503 45 11-3 P0(8-0) 51.927 46 27-11/2 P0(20-2) 63.089 47 26-101/2 P0(8-0) 63.331 48 26-3 P0(8-0) 63.788 49 11-10% P0(5-0) 23.012 50 11-101/2 P0(5-U) 23.097 51 11-101/2 P0(5-0) 23.636 52 11-101/2 P0(5-0) 24.777 53 11-3 P0(8-0) 36.946 54 11-10% P0(5-0) 23.047 55 11-10% P0(5-0) 24.151 56 11-101/2 P0(5-0) 25.380 57 11-10% P0(5-0) 26.959 58 11-3 P0(8-0) 35.280 59 11-101/2 P0(5-0) 23.383 60 11-101/2 P0(5-0) 23.419 61 11-101/2 P0(5-0) 24.215 ©M.E.P.CAD, Inc. jJAutoSPRINK2018v14.4.5.0 2/5/2021 1:42:12PM Pages 1111 Node Analysis Job Number: 20-362-02 Reoort Descriotion: Ordinary Grouo II - Eauioment Platform Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 62 11-10% P0(5-0) 25.219 63 11-10% P0(5-0) 27.208 64 11-101/2 P0(5-0) 23.474 65 11-101/. P0(5-0) 23.983 66 11-10% P0(5-0) 25.175 67 11-10% P0(5-0) 24.096 68 11-10% P0(5-0) 24.148 69 11-10% P0(5-0) 24.595 70 11-10% P0(5-0) 25.680 71 11-101/. P0(5-0) 27.791 72 11-10% P0(5-0) 24.171 73 11-10% P0(5-0) 24.653 74 11-10% P0(5-0) 25.816 75 11-10% P0(5-0) 24.739 76 11-10% P0(5-0) 24.786 77 11-10% P0(5-0) 26.088 78 11-10% P0(5-0) 27.191 79 11-10% P0(5-0) 29.363 80 11-10% P0(5-0) 24.823 81 11-10% P0(5-0) 25.332 82 11-10% P0(5-0) 26.547 83 24-111/2 P0(8-0) 64.563 84 244% P0(8-0) 64.888 85 24-3 P0(8-0) 64.999 86 24-8 P0(8-0) 64.847 87 29-8 T(8-0) 63.462 88 29-111/2 E(4'-111/2) 67.092 89 30-6 1(9-11) 68.007 90 29-6 P0(8-0) 68.870 91 29-1% P0(8-0) 69.048 92 29-71/2 T(9-11) 66.728 93 25-11/2 P0(8-0) 64.658 94 25-61/2 P0(26-4) 64.502 95 30-6 1(8-0) 62.960 96 30-1 E(4'-O) 63.251 97 30-1 T(9'-11) 68.235 98 31-0 T(9-11) 65.004 99 30-0 P0(8-0) 65.661 100 30-0 65.719 101 30-0 P0(8-0) 65.712 102 30-4 P0(8-0) 65.579 103 30-8 P0(8-0) 65.450 104 31-0 T(9-11) 64.967 105 30-0 P0(8-0) 65.618 106 30-4 P0(8-0) 65.426 107 30-0 P0(8-0) 65.583 108 26-4 P0(8-0) 63.725 109 26-0 P0(8-0) 63.952 110 25-81/2 P0(8-0) 64.133 111 25-8% P0(8-0) 64.176 112 26-0 P0(8-0) 64.089 113 26-4 P0(8-0) 63.963 114 26-8 P0(8-0) 63.830 115 26-111/2 P0(26-4) 63.696 116 31-11% E(4-0) 61.762 117 31-11% T(9-11) 64.472 118 30-11% P0(8-0) 65.136 119 30-8 P0(8-0) 65.278 120 27-0 P0(8-0) 63.198 121 26-8 P0(8-0) 63.475 122 31-4 T(8-0) 62.116 123 31-4 1 1(9-11) 64.909 Z ©M.E.P.CAD, Inc. JAutoSPRlNK2018v14.4.5.0 2/5/2021 1:42:12PM Page Node Analysis Job Number: 20-3562-02 RAnrt flcrintinn Ordiniry C,rniin II - Fotjinmpnt PIfft,rm Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 124 29-11% T(9-11) 66.352 125 29-6 T(9-11) 67.041 126 31-0 T(9-11) 64.941 127 31-4 T(9-11) 64.784 128 31-7% T(9'-11) 64.636 129 31-8 1(9-11) 64.771 130 31-0 T(9-11) 65.048 131 32-0 T(9-11) 64.653 132 31-2% 1(9-11) 65.366 133 31-10 T(9-11) 64.895 134 3171/2 T(8-0) 62.157 135 31-4 T(8'-O) 62.292 136 31-0 1(8-0) 62.424 137 30-8% 1(8-0) 62.519 138 30-81/. 1(8-0) 62.490 139 31-8 1(8-0) 61.884 140 31-0 1(8-0) 62.327 141 32-0 1(8-0) 61.634 142 31-10 1(8-0) 61.789 143 29-111/. 1(8-0) 63.058 144 31-2'/2 1(8-0) 62.249 145 29-41/2 T(8-0) 63.406 146 29-2% 1(8-0) 63.553 1585 26-0 P0(8-0) 63.945 1587 31-0 1(8-0) 62.373 1594 29-10% P0(8-0) 66.332 1600 30-10% 1(9-11) 65.648 1658 25-7 P0(8-0) 64.197 1668 30'-7'/ 1(8-0) 62.619 1674 29-6 P0(8-0) 66.612 1681 30-7% 1(9-11) 65.872 1 -1-0 S 97.105 1081.97 1201 12-4% Spr(-21.556) 21.556 26.00 1202 12-4% Spr(-21.612) 21.612 26.03 1203 12-41/2 Spr(-21.616) 21.616 26.04 1204 12-41/2 Spr(-21.649) 21.649 26.06 1205 12-41/2 Spr(-21.709) 21.709 26.09 1206 12-4% Spr(-21.713) 21.713 26.09 1207 12-41/2 Spr(-21.969) 21.969 26.25 1208 12-41/2 Spr(-22.003) 22.003 26.27 1209 12-41/2 Spr(-22.056) 22.056 26.30 1210 12.41/z Spr(-22.206) 22.206 26.39 1211 12-41/2 Spr(-22.210) 22.210 26.39 1212 12-41/2 Spr(-22.541) 22.541 26.59 1213 1241/2 Spr(-22.562) 22.562 26.60 1214 1241/2 Spr(-22.649) 22.649 26.65 1215 12-41/2 Spr(-22.698) 22.698 26.68 1216 12-41/2 Spr(-22.701) 22.701 26.68 1217 12-4% Spr(-22.720) 22.720 26.69 1218 12-4% Spr(-22.762) 22.762 26.72 1219 12-41/2 Spr(-23.124) 23.124 26.93 1220 12-41/2 Spr(-23.179) 23.179 26.96 1221 12-41/2 Spr(-23,261) 23.261 27.01 1222 12-41/2 Spr(-23.297) 23.297 27.03 1223 12-41/2 Spr(-23.306) 23.306 27.03 1224 12-41/2 Spr(-23.341) 23.341 27.05 1225 12-41/2 Spr(-23.347) 23.347 27.06 1226 12-4% Spr(-23.484) 23.484 27.14 1227 12-41/2 Spr(-23.676) 23.676 27.25 1228 12-41/2 Spr(-23.718) 23.718 27.27 1 1229 1241/2 Spr(-23.826) 23.826 27.33 1230 1241/2 Spr(-23.871) 23.871 27.36 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:12PM Page 7 111 1 Node Analysis Job Number: 20-362-02 Report Description: Ordinary Group II - Equipment Platform Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1231 12-4'/2 Spr(-24.157) 24.157 27.52 1232 12-4% Spr(-24.286) 24.286 27.60 1233 1241/2 Spr(-24.546) 24.546 27.74 1234 1241/2 Spr(-24.983) 24.983 27.99 1235 1241/2 Spr(-25.328) 25.328 28.18 1236 12-4% Spr(-25.376) 25.376 28.21 1237 12-41/2 Spr(-25.597) 25.597 28.33 1, © M.E.P.CAD, Inc. M, AutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:12PM Page 8 Hydraulic Analysis II M Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform 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 ..... SP 1.0490 26.00 9.65 120 0.211435 0-6 Pt 1.167 1201 11 12-4% 11101/2 26.00 5.6 21.556 22.949 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 BL 1.6100 17.13 2.70 120 0.012126 9-7 N 0.165 11 12 11-101/2 11-101/2 22.949 23.114 2EE(2-0) 4-0 13-7 Pe Pv BL 1.6100 43.22 6.81 120 0.067213 7-81/2 Pf 0.518 12 13 11-10% 11-10% 26.09 23.114 23.632 Flow (q) from Route 6 7-81/2 Pe Pv BL 1.6100 69.61 10.97 120 0.162316 7-4% Pf 1.197 13 14 11-10% 11-10% 26.39 23.632 24.829 Flow (q) from Route 10 7'-4% Pe Pv BL 1.6100 96.67 15.23 120 0.297983 28-0 Pf 11.919 14 15 11-10% 11-3 27.06 24.829 37.019 Flow (q) from Route 25 E(4'-O), P0(8-0) 12-0 40-0 Pe Pv 0.271 CM 3.2600 193.25 7.43 120 0.034562 10-0 Pf 0.346 15 16 11-3 11-3 96.58 37.019 37.365 Flow (q) from Route 3 10-0 Pe Pv CM 3.2600 289.92 11.14 120 0.073197 16-9 Pf 2.603 16 17 11-3 11-3 96.67 37.365 39.968 Flow (q) from Route 9 2E(9'-5) 18-10 35-7 Pe Pv CM 3.2600 386.03 14.84 120 0.124319 10-4 Pf 1.282 17 18 11-3 11-3 96.12 39.968 41.250 Flow (q) from Route 17 10-4 Pe Pv CM 3.2600 484.19 18.61 120 0.189044 9-10 Pf 1.859 18 19 11-3 11-3 98.16 41.250 43.109 Flow (q) from Route 24 9-10 Pe Pv CM 3.2600 500.92 19.25 120 0.201306 9-5 Pf 1.896 19 20 11-3 11-3 16.73 43.109 45.005 Flow (q) from Route 50 9-5 Pe Pv CM 3.2600 513.90 19.75 120 0.211060 11-5 Pf 2.405 20 21 11-3 11-3 12.98 45.005 47.410 Flow (q) from Route 48 11-5 Pe Pv CM 3.2600 522.77 20.09 120 0.217849 10-61/2 Pt 2.296 21 22 11-3 11-3 8.87 47.410 49.707 Flow (q) from Route 49 10-6% Pe Pv CM . 3.2600 528.17 20.30 120 0.222034 10-0 Pf 2.220 22 23 11-3 11-3 5.40 49.707 51.927 Flow (q) from Route 42 10-0 Pe Pv CM 3.2600 528.03 20.30 120 0.221926 41-2 Pf 21.958 23 24 11-3 30-111/2 51.927 65.340 4E(9'-5), P0(20-2) 57-9% 98-111/2 Pe Pv -8.545 CM 6.3570 756.06 7.64 120 0.016678 1-3% Pf 0.021 24 25 30-111/2 31-0 228.02 65.340 65.344 Flow (q) from Route 57 1-3% Pe Pv -0.018 CM 6.3570 783.30 7.92 120 0.017807 10-4 Pf 0.184 25 26 31-0 30-10 27.24 65.344 65.592 Flow (q) from Route 71 10-4 Pe Pv 0.064 CM 6.3570 810.96 8.20 120 0.018987 10-5 Pf 0.198 26 27 30-10 30-21/2 27.66 65.592 66.064 Flow (q) from Route 73 10-5 Pe Pv 0.274 CM 6.3570 838.68 8.48 120 0.020205 5-9 Pt 0.116 27 1594 30-2% 29-101/2 27.72 66.064 66.332 Flow (q)from Route 72 5-9 Pe Pv 0.152 CM 6.3570 865.61 8.75 120 0.021422 5-10% Pf 0.126 1594 1674 29-101/2 29-6 26.93 66.332 66.612 Flow (q) from Route 2 5-10% Pe Pv 0.155 CM 6.3570 892.77 9.02 120 0.022682 9-21/2 Pt 0.209 1674 28 29-6 28-111/2 27.16 66.612 67.063 Flow (q) from Route 52 9-2% Pe Pv 0.242 CM 6.3570 921.32 9.31 120 0.024042 10-51/2 Pf 0.252 28 29 28-11% 28-71/2 28.55 67.063 67.453 Flow (q) from Route 64 10-5% Pe Pv 0.139 CM 6.3570 950.50 9.61 120 0.025470 10-5 Pf 0.265 29 30 28-71/2 28-6 29.19 67.453 67.783 Flow (q) from Route 54 10-5 Pe Pv 0.065 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:42:14PM Page 9 111 1 Hydrau1ic Analysis I Job Number: 20-3862-02 ReDort Descrition: Ordinary GrouD II - EauiDment Platform 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 63570 980.46 9.91 120 0.026975 10-5 Pf 0.281 30 31 28-6 28111/z 29.95 67.783 67.858 Flow (q) from Route 65 10-5 Pe Pv -0.206 CM 6.3570 1011.80 10.23 120 0.028592 6-5% Pf 1.263 31 32 28-111/2 28-111/2 31.34 67.858 69.121 Flow (q) from Route 51 T(37'-8%) 37-8% 44-2 Pc Pv CM 6.3570 1081.97 10.94 120 0.032368 46-1 Pf 2.062 32 9 28-111/2 0-6 70.17 69.121 83.522 Flow (q) from Route 53 E(17'-7) 17-7 63-8% Pe Pv 12.339 UG 8.3900 1081.97 6.28 140 0.006301 12-51/2 Pf 0.271 9 8 0-6 4-0 83.522 85.310 E(30'-6%) 30-6% 43-0 Pe Pv 1.517 UG 7.7100 1081.97 7.44 150 0.008370 282-1 Pf 3.012 8 3 4-0 4-0 85.310 88.322 PIV(5-1%), EE(11'-6), T(44'-8), LtE(16'-7) 77-10 359-11 Pe Pv -0.000 UG 8.3900 1081.97 6.28 140 0.006301 i 10-0 Pf 8.715 3 2 4-0 -3-0 88.322 97.037 1 T(59'4%), BFP(-8.000), 21-tE(22' -01/2) 103-6 113-6 Pe Pv 0.000 UG 7.7100 1081.97 7.44 150 0.008370 106-71/2 Pf 0.935 2 1 4-0 -1-0 97.037 97.105 GV(5-11/2), S 5-1% 111-9 Pe Pv -0.867 250.00 Hose Allowance At Source 1 1331.97 Route ..... SP 1.0490 26.03 9.66 120 0.211941 0-6 Pf 1.170 1202 33 12-41/2 11-10% 26.03 5.6 21.612 23.008 Sprinkler, P0(5-0) 5-0 5-6 Pc Pv 0.226 BL 1.6100 34.91 5.50 120 0.045268 6-0% Pf 0.998 33 34 11-10% 11-10% 8.87 23.008 24.006 Flow (q) from Route 45 4E(4'-O) 16-0 22-0% Pe Pv 0.000 BL 1.6100 61.51 9.69 120 0.129096 7-6 Pf 0.968 34 35 11-10% 11-101/2 26.60 24.006 24.974 Flow (q) from Route 13 7'-6 Pe Pv BL 1.6100 88.64 13.97 120 0.253844 1 Pt 1.936 35 36 11-10% 11-10% 27.14 - 24.974 26.909 Flow (q) from Route 26 7-71/2 Pc Pv BL 1.6100 116.83 18.41 120 0.423030 3-41/2 Pf 8.204 36 37 11-10% 11-3 28.18 26.909 35.385 Flow (q)from Route 35 T(8'-O), P0(8-0) 16-0 19-41/2 Pc Pv 0.271 CM 3.2600 234.11 9.00 120 0.049283 10-0 Pt 0.493 37 38 11-3 11-3 117.28 35.385 35.878 Flow (q) from Route 4 10,-0 Pc Pv CM 3.2600 352.42 13.55 120 0.105037 9-8 Pt 1.015 38 39 11-3 11-3 118.31 35.878 36.893 Flow (q) from Route 7 1 9-8 Pc Pv CM 3.2600 473.98 18.22 120 0.181738 10-4 Pf 1.874 39 40 11-3 11-3 121.57 36.893 38.767 Flow (q) from Route 14 10-4 Pc Pv CM 3.2600 597.78 22.98 120 0.279183 9-10 Pf 2.745 40 41 11-3 11-3 123.80 38.767 41.512 Flow (q) from Route 21 9'-10 Pc Pv CM 3.2600 581.05 22.33 120 0.264899 9,-5 Pt 2.494 41 42 11-3 11-3 41.512 44.007 9-5 Pc Pv CM 3.2600 568.07 21.84 120 0.254059 11-5 Pt 2.895 42 43 11-3 11-3 44.007 46.902 11-5 Pc Pv CM 3.2600 559.20 21.49 120 0.246768 10-61/2 Pt 2.601 43 44 11-3 11-3 46.902 49.503 10-6% Pc Pv CM 3.2600 553.80 21.29 120 0.242374 10-0 Pt 2.424 44 45 11-3 11-3 49.503 51.927 10-0 Pc Pv IM,©M.E.P.CAD, Inc. MIJAutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:14PM Page 10 Hydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform 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 3.2600 553.94 21.29 120 0.242486 40-9% Pf 18.043 45 46 11-3 27-1% 0.14 51.927 63.089 Flow (q) from Route 41 2fE(6'-8%), P0(20-2) 33-7 '- Pe Pv -6.882 CM 4.2600 298.67 6.72 120 0.021016 6-3 Pt 0.131 46 47 27-1% 26-10% 63.089 63.331 6-3 Pe Pv 0.111 CM 4.2600 271.01 6.10 120 0.017557 10-5 Pt 0.183 47 48 26-101/2 26-3 63.331 63.788 10-5 Pe Pv 0.275 CM 4.2600 243.30 5.48 120 0.014381 3-10 Pt 0.055 48 1585 26-3 26-0 63.788 63.945 3-10 Pe Pv 0.101 RN 1.6100 26.93 4.24 120 0.028019 5-0 Pt 0.588 1585 1587 26-0 31-0 63.945 62.373 P0(8-0) T(8'-O) 16-0 21-0 Pe Pv -2.160 BL 1.6820 26.93 3.89 120 0.022643 122-7 Pt 3.224 1587 1600 31-0 30-101/2 62.373 65.648 2E(4'-111/2), T(9'-11) 19-9% 142-5 Pe Pv 0.051 RN 1.6100 26.93 4.24 120 0.028019 1-0 Pt 0.252 1600 1594 30101/2 29.101/2 65.648 66.332 P0(8-0) 8-0 9-0 Pe Pv 0.432 =. ..... Route 3 ..... SP 1.0490 26.04 9.67 120 0.211976 0-6 Pf 1.170 1203 49 12-4% 11-10% 26.04 5.6 21.616 23.012 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 BL 1.6100 17.07 2.69 120 0.012046 7-0% Pt 0.085 49 50 11-10% 11-10% 23.012 23.097 7-0% Pe Pv BL 1.6100 43.16 6.80 120 0.067030 8-0% Pt 0.539 50 51 11-10% 11-10% 26.09 23.097 23.636 Flow (q) from Route 5 8-0% Pe Pv BL 1.6100 69.55 10.96 120 0.162051 7-0% Pt 1.141 51 52 11-10% 11-10% 26.39 23.636 24.777 Flow (q) from Route 11 7-0% Pe Pv BL 1.6100 96.58 15.22 120 0.297468 28-0 Pt 11.899 52 53 11-10% 11-3 27.03 24.777 36.946 Flow (q) from Route 22 E(4'-O), P0(8-0) 12-0 40-0 Pe Pv 0.271 CM 3.2600 96.58 3.71 . 120 0.009579 7-71/2 Pt 0.073 53 15 11-3 11-3 36.946 37.019 7-71/2 Pe Pv Route ..... SP 1.0490 26.06 9.67 120 0.212278 0-6 Pf 1.172 1204 54 12-41/2 11-10% 26.06 5.6 21.649 23.047 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 BL 1.6100 35.03 5.52 120 0.045555 8-3 Pt 1.105 54 55 11-10% 11-10% 8.97 23.047 24.151 Flow (q) from Route 43 4E(4'-O) 16-0 24-3 Pe Pv 0.000 BL 1.6100 61.71 9.72 120 0.129879 9-51/2 Pt 1.228 55 56 11-10% 11-10% 26.68 24.151 25.380 Flow (q)from Route 16 9-5% Pe Pv BL 1.6100 89.07 14.04 120 0.256094 6-2 Pf 1.579 56 57 11-10% 11-10% 27.36 25.380 26.959 Flow (q) from Route 30 6-2 Pe Pv BL 1.6100 117.28 18.48 120 0.426052 2-10% Pt 8.050 57 58 11-10% 11-3 28.21 26.959 35.280 Flow (q) from Route 36 T(8'-O), P0(8-0) 16-0 18.101/2 Pe Pv 0.271 CM 3.2600 117.28 4.51 120 0.013719 7-71/2 Pt 0.105 58 37 11-3 11-3 35.280 35.385 7-7% Pe Pv -Route 5 ..... SP 1.0490 26.09 9.69 120 0.212825 0-6 Pt 1.171 1205 50 12-4% 11-10% 26.09 5.6 21.709 23.097 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.217 Route ..... SF 1.0490 26.09 9.69 120 0.212858 0-6 Pt 1.175 1206 12 12-4% 11-101/2 26.09 5.6 21.713 23.114 Sprinkler, P0(5'O) 5-0 5-6 Pe Pv 0.226 =...... Route 7 ..... ©M.E.P.CAD, Inc. Fill AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:42:14PM Page 11 1111 Hydrau1ic Analysis Job Number: 20-362-02 Report Description: Ordinary Group II - Equipment Platform Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 26.25 9.74 120 0.215176 0-6 Pf 1.188 1207 59 124h/2 11-10% 26.25 5.6 21.969 23.383 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 BL 1.6100 9.71 1.53 120 0.004246 8-61/2 Pt 0.036 59 60 11-10% 11-101/2 23.383 23.419 8-6% Pe Pv BL 1.6100 35.98 5.67 120 0.047880 871,4 Pt 0.797 60 61 11-10% 11-10% 26.27 23.419 24.215 Flow (q) from Route 8 4EE(2'-O) 8-0 16-7% Pe Pv BL 1.6100 62.70 9.88 120 0.133764 7-6 Pt 1.003 61 62 11-10% 11101/2 26.72 24.215 25.219 Flow (q) from Route 18 7-6 Pe Pv BL 1.6100 89.97 14.18 120 0.260917 7-7% Pt 1.989 62 63 11-10% 11-10% 27.27 25.219 27.208 Flow (q) from Route 28 7-71/2 Pe Pv BL 1.6100 118.31 18.65 120 0.433030 3-41/2 Pt 8.398 63 38 11-10% 11-3 28.34 27.208 35.878 Flow (q) from Route 38 T(8'-O), P0(8-0) 16-0 19-4% Pe Pv 0.271 Route ..... SP 1.0490 26.27 9.75 120 0.215489 0-6 Pt 1.190 1208 60 12-41/2 11-101/2 26.27 5.6 22.003 23.419 Sprinkler, P0(5-0) 5-0 6-6 Pe Pv 0.226 Route ..... SP 1.0490 26.30 9.76 120 0.215965 0-6 Pt 1.192 1209 64 12-41/2 11-10% 26.30 5.6 22.056 23.474 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 BL 1.6100 42.83 6.75 120 0.066104 7-81/2 Pt 0.510 64 65 11-10% 11-10% 16.53 23.474 23.983 Flow (q) from Route 46 7-81/2 Pc Pv BL 1.6100 69.42 10.94 120 0.161502 7-4% Pt 1.191 65 66 11-10% 11-10% 26.59 23.983 25.175 Flow (q) from Route 12 7-4% Pc Pv BL 1.6100 96.67 15.23 120 0.297989 28-0 Pt 11.920 66 16 11-10% 11-3 27.25 25.175 37.365 Flow (q) from Route 27 E(4-0), P0(8-0) 12-0 40-0 Pc Pv 0.271 - Routelo ..... SP 1.0490 26.39 9.80 120 0.217329 0-6 1 P1 1.200 1210 13 12-41/2 11-10% 26.39 5.6 22.206 23.632 Sprinkler, . P0(5-0) 5-0 5-6 Pc Pv 0.226 Route 11 ..... SP 1.0490 26.39 9.80 120 0.217360 0-6 Pt 1.200 1211 51 12-4% 11-10% 26.39 5.6 22.210 23.636 Sprinkler, PO(50) 5-0 6-6 Pc Pv 0.226 Route 12 ..... SP 1.0490 26.59 9.87 120 0.220357 0-6 Pt 1.217 1212 65 12-41/2 11-10% 26.59 5.6 22.541 23.983 Sprinkler, PQ(5-O) 5-0 5'-6 Pc Pv 0.226 Route 13 ..... SP 1.0490 26.60 9.87 120 0.220547 0-6 Pt 1.218 1213 34 12-4% 11-10% 26.60 5.6 22.562 24.006 Sprinkler, P0(5-0) 5-0 6-6 Pc Pv 0.226 =. ..... Route 14 ..... SP 1.0490 26.65 9.89 120 0.221328 0-6 Pt 1.222 1214 67 12-41/2 11-10% 26.65 5.6 22.649 24.096 Sprinkler, P0(5-0) 5-0 5-6 Pc Pv 0.226 BL 1.6100 11.79 1.86 120 0.006074 8-61/2 Pt 0.052 67 68 11-10% 11-10% 24.096 24.148 8-6% Pc Pv BL 1.6100 38.47 6.06 120 0.054176 8'-3 Pt 0.447 68 69 11-10% 11-10% 26.68 24.148 24.595 Flow (q) from Route 15 8'-3 Pc Pv BL 1.6100 65.39 10.31 120 0.144600 7'-6 Pt 1.085 69 70 11-10% 11-10% 26.93 24.595 25.680 Flow (q) from Route 19 7-6 Pc Pv BL 1.6100 92.92 14.64 120 0.276950 7-71/2 Pt 2.112 70 71 11-10% 11-10% 27.52 25.680 27.791 Flow (q) from Route 31 7-7% Pc Pv ,,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:14PM Page 12 Hydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform 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 121.57 19.16 120 0.455316 3-41/2 Pt 8.831 71 39 11-101/2 11-3 28.65 27.791 36.893 Flow (q) from Route 39 T(8'-O), P0(8-0) 16-0 19-4% Pe Pv 0.271 =...... Route 15 ..... SP 1.0490 26.68 9.90 120 0.221775 0-6 Pt 1.224 1215 68 12-41/2 11-10% 26.68 5.6 22.698 24.148 Sprinkler, PO(5'O) 5-0 5'-6 Pe Pv 0.226 =. ..... Route 16 ..... SP 1.0490 26.68 9.90 120 0.221803 0-6 Pt 1.225 1216 55 12-41/2 11-10% 26.68 5.6 22.701 24.151 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 =. ..... Route 17 ..... SF 1.0490 26.69 9.91 120 0.221974 0-6 Pt 1.225 1217 72 12-4% 11-10% 26.69 5.6 22.720 24.171 Sprinkler, PO(5-o) 5-0 5'-6 Pe Pv 0.226 BL 1.6100 41.56 6.55 120 0.062503 7-81/2 Pt 0.482 72 73 11-10% 11-10% 14.86 24.171 24.653 Flow (q) from Route 47 7-8% Fe Pv BL 1.6100 68.52 10.80 120 0.157633 7-41/2 Pt 1.163 73 74 11-10% 11-10% 26.96 24.653 25.816 Flow (q) from Route 20 7-4% Fe Pv BL 1.6100 96.12 15.15 120 0.294834 35-1 Pt 13.882 74 17 11-10% 11-3 27.60 25.816 39.968 Flow (q) from Route 32 E(4'-O), P0(8-U) 12-0 47-1 Pe Pv 0.271 Route 18 ..... SF 1.0490 26.72 9.92 120 0.222354 0-6 Pt 1.228 1218 61 12-4% 11-10% 26.72 5.6 22.762 24.215 Sprinkler, P0(5-U) 5-0 5'-6 Pe Pv 0.226 Route 19 ..... SP 1.0490 26.93 10.00 120 0.225620 0-6 Pt 1.246 1219 69 12-41/2 11-101/2 26.93 5.6 23.124 24.595 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 Route 20 ..... SF 1.0490 26.96 10.01 120 0.226118 0-6 Pt 1.248 1220 73 12-41/2 11-10% 26.96 5.6 23.179 24.653 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 = ..... Route 21 ..... SP 1.0490 27.01 10.03 120 0.226857 0-6 Pf 1.252 1221 75 12-4% 11-10% 27.01 5.6 23.261 24.739 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 BL 1.6100 11.23 1.77 120 0.005555 8-6% Pt 0.047 75 76 11-10% 11-10% 24.739 24.786 8-61/2 Pe Pv BL 1.6100 38.27 6.03 120 0.053656 8-3 Pt 1.301 76 77 11-10% 11-10% 27.03 24.786 26.088 Flow (q) from Route 23 4E(4'-O) 16-0 24'-3 Pe Pv 0.000 BL 1.6100 66.01 10.40 120 0.147128 7-6 Pt 1.103 77 78 11-10% 11-10% 27.74 26.088 27.191 Flow (q) from Route 33 7'-6 Pe Pv BL 1.6100 94.34 14.87 120 0.284854 7-7% Pt 2.172 78 79 11-10% 11-10% 28.33 27.191 29.363 Flow (q) from Route 37 7-7% Pe Pv BL 1.6100 123.80 19.51 120 0.470906 341/2 Pt 9.133 79 40 11-10% 11-3 29.46 29.363 38.767 Flow (q) from Route 40 T(8'-O), P0(8-0) 16-0 19-4% Fe Pv 0.271 Route 22 ..... SP 1.0490 27.03 10.03 120 0.227181 0-6 Pt 1.254 1222 52 12-41/2 11-10% 27.03 5.6 23.297 24.777 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 Route 23 ..... SP 1.0490 27.03 10.04 120 0.227265 0-6 Pt 1.255 1223 76 12-4% 11-10% 27.03 5.6 23.306 24.786 Sprinkler, P0(5-U) 5-0 5-6 Fe Pv 0.226 =...... Route 24 ..... SP 1.0490 27.05 10.04 120 0.227577 0-6 Pt 1.256 1224 80 1241/2 11-10% 27.05 5.6 23.341 24.823 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:14PM Page 13 11 IHydrauIic Analysis Job Number: 20-3962-02 Report Description: Ordinary Group II - Equipment Platform 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 42.83 6.75 120 0.066097 7-81/2 Pt 0.510 80 81 11-10% 11'-10Y2 15.78 24.823 25.332 Flow (q) from Route 44 7-8% Pe Pv BL 1.6100 70.17 11.06 120 0.164722 7-41/2 Pt 1.215 81 82 11-10% 11-10% 27.33 25.332 26.547 Flow (q) from Route 29 7-4% Pe Pv BL 1.6100 98.16 15.47 120 0.306526 35-1 Pf 14.432 82 18 11101/2 11-3 27.99 26.547 41.250 Flow (q) from Route 34 E(4'-O), P0(8-0) 12-0 47-1 Pe Pv 0.271 .Route 25 ..... SP 1.0490 27.06 10.04 120 0.227631 0-6 Pt 1.257 1225 14 12-41/2 11-10% 27.06 5.6 23.347 24.829 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 =...... Route 26 ..... SP 1.0490 27.14 10.07 120 0.228873 0-6 Pt 1.264 1226 35 12-41/2 11-10% 27.14 5.6 23.484 24.974 Sprinkler, P0(5-0) 5-0 6-6 Pe Pv 0.226 =...... Route 27 ..... SP 1.0490 27.25 10.12 120 0.230597 0-6 Pt 1.273 1227 66 12-41/2 11-10% 27.25 5.6 23.676 25.175 Sprinkler, P0(5-0) 5-0 5-6 Fe Pv 0.226 =. ..... Route 28 ..... SP 1.0490 27.27 10.12 120 0.230976 0-6 Pt 1.275 1228 62 12-4% 11-10% 27.27 5.6 23.718 25.219 Sprinkler, P0(5-0) 5-0 5-6 Fe Pv 0.226 Route 29 ..... SP 1.0490 27.33 10.15 120 0.231951 0-6 Pt 1.281 1229 81 12-41/2 11-10% 27.33 5.6 23.826 25.332 Sprinkler, P0(5-0) 5-0 66 Fe Pv 0.226 Qb ..... Route 3O ..... SF 1.0490 27.36 10.16 120 0.232359 0-6 Pt 1.283 1230 56 12-41/2 11-10% 27.36 5.6 23.871 25.380 Sprinkler, P0(5-0) 5-0 5'6 Fe Pv 0.226 40 ..... Route 31 ..... SP 1.0490 27.52 10.22 120 0.234928 0-6 1.297 1231 70 12-4% 11-10% 27.52 5.6 24.157 25.680 Sprinkler, P0(5-0) 5-0~ Pf 5'-6Pv Pe 0.226 Route 32 ..... SF 1.0490 27.60 10.24 120 0.236094 0-6 Pt 1.303 1232 74 12-4% 11-10% 27.60 5.6 24.286 25.816 Sprinkler, P0(5-0) 5-0 5'-6 Pe Pv 0.226 Route 33 ..... SP 1.0490 27.74 10.30 120 0.238424 1 0-6 Pt 1.316 1233 77 1241/2 11-10% 27.74 5.6 24.546 26.088 Sprinkler, P0(5-0) 5-0 6-6 Pe Pv 0.226 ..... Route 34 ..... SP 1.0490 27.99 10.39 120 0.242355 0-6 Pt 1.338 1234 82 12-4% 11-101/2 27.99 5.6 24.983 26.547 Sprinkler, P0(5-0) 5-0 56 Pe Pv 0.226 Route 35 ..... SF 1.0490 28.18 10.46 120 0.245449 0-6 Pt 1.355 1235 36 12-4% 11-10% 28.18 5.6 25.328 26.909 Sprinkler, P0(5-0) 5-0 6-6 Pe Pv 0.226 ..... Route 36 ..... SP 1.0490 28.21 10.47 120 0.245875 0-6 Pt 1.357 1236 57 12-41/2 11-10% 28.21 5.6 25.376 26.959 Sprinkler, P0(5-0) 5-0 6-6 Pe ~Pv 0.226 =. ..... Route 37 ..... SF 1.0490 28.33 10.52 120 0.247855 1 Pt 1.368 1237 78 12-41/2 11-10% 28.33 5.6 25.597 27.191 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 = ..... Route 38 ..... SF 1.0490 28.34 10.52 120 0.248001 0-6 Pt 1.369 1238 63 12-4% 11-10% 28.34 5.6 25.613 27.208 Sprinkler, P0(5-0) 5-0 6-6 Pe Pv 0.226 =. ..... Route 39 ..... f, © M.E.P.CAD, Inc. Ffil AutoSPRINK 2018 04.4.5.0 2/5/2021 1:42:14PM Page 14 111 Hydraulic Analysis 1 Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 28.65 10.63 120 0.252974 0-6 Pf 1.397 1239 71 124h/z 11-10% 28.65 5.6 26.169 27.791 Sprinkler, PO(5'O) 5,-0 5-6 Pe Pv 0.226 =. ..... Route 4O ..... SP 1.0490 29.46 10.93 120 0.266341 0-6 Pf 1.470 1240 79 12-41/2 11-10% 29.46 5.6 27.667 29.363 Sprinkler, P0(5-0) 5-0 5-6 Pe Pv 0.226 ..... Route 41 ..... RN 1.6100 0.14 0.02 120 0.000002 93-6 Pf 0.000 23 45 11-3 11-3 51.927 51.927 P0(8-0) 5E(4'-O), T(8'-O), P0(8-a) 44-0 137-6 Pe Pv =. ..... Route 42 ..... RN 1.6100 5.40 0.85 120 0.001436 93-6 Pf 0.203 44 22 11-3 11-3 49.503 49.707 P0(8-0) 2T(8'-O), 4E(4'-O), P0(8-U) 48-0 141-6 Pe Pv Ob .Route 43 ..... BL 1.6100 8.97 1.41 120 0.003665 9-61/2 Pf 0.035 49 54 11-10% 11-10% 17.07 23.012 23.047 Flow (q) from Route 3 9-61/2 Pe Pv Go ..... Route 44 ..... BL 1.6100 15.78 2.49 120 0.010417 8-0% Pf 0.084 75 80 11-10% 11-10% 11.23 24.739 24.823 Flow (q) from Route 21 8-0% Pe Pv 60 ..... Route 45 ..... BL 1.6100 8.87 1.40 120 0.003592 1 12-3% Pf 0.059 11 33 11-10% 11-10% 17.13 22.949 23.008 Flow (q) from Route 1 2EE(2'-O) 4-0 16-3% Pe Pv 40 .Route 46 ..... BL 1.6100 16.53 2.61 120 0.011362 8-0% Pf 0.091 59 64 11-10% 11-10% 9.71 23.383 23.474 Flow (q) from Route 7 8-0% Pe Pv ..... Route 47 ..... BL 1.6100 14.86 2.34 120 0.009330 8-01/2 Pt 0.075 67 72 11-10% 11-10% 11.79 24.096 24.171 Flow (q) from Route 14 8-0% Pe Pv ..... Route 48 ..... RN 1.6100 12.98 2.05 120 0.007258 93-6 Pt 0.998 42 20 11-3 11-3 44.007 45.005 P0(8-0) T(8'-O), 5E(4'-O), P0(8-U) 44-0 137-6 Pe Pv .Route 49 ..... RN 1.6100 8.87 1.40 120 0.003590 1 93-6 Pf 0.508 43 21 11-3 11-3 46.902 47.410 P0(8-0) 2T(8'-O), 4E(4'-O), P0(8-0) 48-0 141-6 Pe Pv .Route 5O ..... RN 1.6100 16.73 2.64 120 0.011612 93-6 Pt 1.597 41 19 11-3 11-3 41.512 43.109 P0(8-U) T(8'-O), 5E(4'-O), P0(8-U) 44-0 137-6 Pc Pv .Route 51 ..... CM 4.2600 216.36 4.87 120 0.011575 6-8 Pt 0.077 1585 1658 26-0 25-7 26.93 63.945 64.197 Flow (q) from Route 2 6-8 Pe Pv 0.175 CM 4.2600 189.21 4.26 120 0.009031 10-4 Pf 0.093 1658 83 25-7 24-111/2 64.197 64.563 10-4 Pe Pv 0.272 CM 4.2600 160.66 3.62 120 0.006673 10-7 Pf 0.071 83 84 24-11% 24-4% 64.563 64.888 10-7 Pe Pv 0.254 CM 4.2600 131.47 2.96 120 0.004605 10-61/2 Pt 0.049 84 85 24-41/2 24-3 64.888 64.999 10-6% Pe Pv 0.063 CM 4.2600 101.51 2.29 120 0.002854 10-7% Pt 0.030 85 86 24-3 24-8 64.999 64.847 10-7% Pe Pv -0.183 RN 1.6100 31.34 4.94 120 0.037091 5-0 Pf 0.779 86 87 24-8 29-8 64.847 63.462 P0(8-U) 1(8-0) 16-0 21-0 Pe Pv -2.164 ,©M.E.P.CAD, Inc. F.IflAutoSPRINK2018v14.4.5.0 2/5/2021 1:42:14PM Page 15 11 IHydrau1ic Analysis M Job Number: 20-362-02 Report Description: Ordinary Group II - Equipment Platform 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 1.6820 31.34 4.53 120 0.029973 120-71/2 Pt 3.764 87 88 29-8 29-111/2 63.462 67.092 E(4'-l11/2) 4-11% 125-7 Pe Pv -0.134 RN 1.6100 31.34 4.94 120 0.037091 1-0 Pf 0.334 88 31 29-111/2 28-111/2 67.092 67.858 P0(8-0) 8-0 9-0 Pe Pv 0.432 Route 52 ..... RN 1.6100 27.16 4.28 120 0.028449 5-0% Pt 0.598 1658 1668 25-7 30-71/2 64.197 62.619 P0(8-0) T(8'-O) 16-0 21-01/2 Pe Pv -2.177 BL 1.6820 27.16 3.92 120 0.022990 121-10 Pf 3.256 1668 1681 30-71/2 30-71/2 62.619 65.872 2E(4-111/2), T(9'-11) 19-9% 141-71/2 Pe Pv -0.003 RN 1.6100 27.16 4.28 120 0.028449 1-1% Pt 0.259 1681 1674 30-7% 29-6 65.872 66.612 P0(8-0) 8-0 9-1% Pe Pv 0.481 Route 53 ..... RN 1.6100 35.96 5.67 120 0.047834 1-0 Pt 0.430 89 90 30-6 29-6 35.96 68.007 68.870 Flow (q) from Route 55 P0(8-0) 8-0 9-0 Pe Pv 0.432 CM 6.3570 35.96 0.36 120 0.000060 10-5 Pt 0.001 90 91 29-6 29-1% 68.870 69.048 10-5 Pe Pv 0.178 CM 6.3570 70.17 0.71 120 0.000205 3-11% Pt 0.009 91 32 29-1% 28-111/2 34.21 69.048 69.121 Flow (q) from Route 56 1(37-81/2) 37-8% 41-8 Pc Pv 0.064 Route 54 ..... RN 1.6100 29.19 4.60 120 0.032512 1-0 Pt 0.293 92 29 29-71/2 28-7% 29.19 66.728 67.453 Flow (q) from Route 85 P0(8-0) 8-0 9-0 Pc Pv 0.433 Route 55 ..... CM 4.2600 35.96 0.81 120 0.000419 9-5% Pt 0.015 93 94 25-1% 25-61/2 70.17 64.658 64.502 Flow (q) from Route 61 P0(26-4) 26-4 35-91/2 Pc Pv -0.171 RN 1.6100 35.96 5.67 120 0.047834 5-0 Pt 0.622 94 95 25-6% 30-6 64.502 62.960 T(8-0) 8-0 13-0 Pc Pv -2.164 BL 1.6820 35.96 5.19 120 0.038655 120-8 Pt 5.047 95 89 30-6 30-6 62.960 68.007 T(9-11) 9-11 130-7 Pc Pv Route 56 ..... BL 1.6820 34.21 4.94 120 0.035241 121-71/2 Pt 4.984 96 97 30-1 30-1 34.21 63.251 68.235 Flow (q) from Route 60 2E(4-11%), T(9-11) 19-9% 141-5 Pc Pv 0.000 RN 1.6100 34.21 5.39 120 0.043609 0-11% Pt 0.391 97 91 30-1 29-1% 68.235 69.048 P0(8-0) 8-0 8-11% Pc Pv 0.422 Route 57 ..... RN 1.6100 25.25 3.98 120 0.024871 1-0 Pt 0.224 98 99 31-0 30-0 25.25 65.004 65.661 Flow (q) from Route 78 P0(8-0) 8-0 9-0 Pc Pv 0.433 CM 4.2600 149.57 3.37 120 0.005846 9-10% Pt 0.058 99 100 30-0 30-0 124.32 65.661 65.719 Flow (q) from Route 58 9-10% Pc Pv CM 6.3570 149.57 1.51 120 0.000832 0-61/2 Pt 0.000 100 101 30-0 30-0 65.719 65.712 0-6% Pc Pv -0.007 CM 6.3570 175.32 1.77 120 0.001117 10-5 Pt 0.012 101 102 30-0 30-4 25.75 65.712 65.579 Flow (q) from Route 70 10-5 Pc Pv -0.144 CM 6.3570 201.43 2.04 120 0.001444 10-5 Pt 0.015 102 103 30-4 30-8 26.12 65.579 65.450 Flow (q) from Route 63 10-5 Pc Pv -0.144 CM 6.3570 228.02 2.30 120 0.001816 9-1% Pt 0.017 103 24 30-8 30-111/2 26.59 65.450 65.340 Flow (q) from Route 69 9-1% Pc Pv -0.126 Route 58 ..... ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.45.0 2/5/2021 1:42:14PM Page 16 Hydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Equipment Platform Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 24.90 3.92 120 0.024240 1-0 Pf 0.218 104 105 31-0 30-0 24.90 64.967 65.618 Flow (q) from Route 77 PO(8'O) 8-0 9'0 Pe Pv 0.433 CM 4.2600 124.32 2.80 120 0.004152 10-3% Pf 0.043 105 99 30-0 30-0 99.41 65.618 65.661 Flow (q) from Route 59 10-3% Pe Pv =. ..... Route 59 ..... CM 4.2600 74.72 1.68 120 0.001619 1021/z Pf 0.017 106 107 30-4 30-0 50.18 + 24.55 65.426 65.583 Flow (q) from Route 62 and 67 1021/z Pe Pv 0.140 CM 4.2600 99.41 2.24 120 0.002746 10-3 Pt 0.028 107 105 30-0 30-0 24.69 65.583 65.618 Flow (q) from Route 66 10-3 Pe Pv 0.007 - Route 6O ..... RN 1.6100 34.21 5.39 120 0.043609 4111/. Pf 0.739 93 96 25-1 V2 30-1 70.17 64.658 63.251 P0(8-0), Flow (q) from Route 61 E(4-0) 12-0 16111/. Pe Pv -2.147 = ..... Route 61 ..... CM 4.2600 70.17 1.58 120 0.001442 11-4 Pt 0.016 86 93 24-8 25-1 V. 31.34 64.847 64.658 Flow (q) from Route 51 11-4 Pe Pv -0.205 - Route 62 ..... CM 4.2600 175.32 3.95 120 0.007843 10-5 Pt 0.082 108 109 26-4 26-0 63.725 63.952 10-5 Pe Pv 0.145 CM 4.2600 149.57 3.37 120 0.005846 10-7 Pf 0.062 109 110 26-0 25-81/2 63.952 64.133 10-7 Pe Pv 0.120 CM 4.2600 124.32 2.80 120 0.004152 103h,4 Pt 0.043 110 111 25'-B'/. 25-81/2 64.133 64.176 10'-3'/. Pe Pv -0.000 CM 4.2600 99.41 2.24 120 0.002746 1041/2 Pt 0.028 111 112 25-81/2 26-0 64.176 64.089 1041/2 Pe Pv -0.116 CM 4.2600 74.72 1.68 120 0.001619 10-2% Pt 0.017 112 113 26-0 26-4 64.089 63.963 10-21/2 Pe Pv -0.142 CM 4.2600 50.18 1.13 120 0.000775 10-21/2 Pt 0.008 113 114 26-4 26-8 63.963 63.830 10-2% Pe Pv -0.142 CM 4.2600 25.70 0.58 120 0.000225 10-2% Pt 0.008 114 115 26-8 26-111/2 63.830 63.696 P0(264) 26-4 36-61/2 Pe Pv -0.142 RN 1.6100 25.70 4.05 120 0.025683 5-0 Pt 0.231 115 116 26-111/2 31-111/2 63.696 61.762 E(4-0) 4-0 9-0 Pe Pv -2.165 BL 1.6820 25.70 3.71 120 0.020754 120-8 Pt 2.710 116 117 31-11% 31111/2 61.762 64.472 T(9-11) 9-11 130-7 Pe Pv -0.000 RN 1.6100 25.70 4.05 120 0.025683 1-0 Pt 0.231 117 118 31-111/2 30-111/2 64.472 65.136 P0(8-0) 8-0 9-0 Pe Pv 0.433 CM 4.2600 25.70 0.58 120 0.000225 10-21/2 Pf 0.002 118 119 30-111/2 30-8 65.136 65.278 10-2% Pe Pv 0.140 CM 4.2600 50.18 1.13 120 0.000775 10-2% Pt 0.008 119 106 30-8 304 24.48 65.278 65.426 Flow (q) from Route 68 10-21/2 Pe Pv 0.140 .Route 63 ..... CM 4.2600 255.26 5.75 120 0.015717 3-81/2 Pt 0.058 46 120 27-1% 27-0 298.67 63.089 63.198 Flow (q) from Route 2 3-8% Pe Pv 0.051 CM 4.2600 228.02 5.13 120 0.012755 10-5 Pf 0.133 120 121 27-0 26-8 63.198 63.475 10-5 Pe Pv 0.145 CM 4.2600 201.43 4.53 120 0.010141 10-5 Pf 0.106 121 108 26-8 264 63.475 63.725 10-5 Pe Pv 0.145 5, © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 2/5/2021 1:42:14PM Page 17 1111 Hydrau1ic Analysis Job Number: 20-362-02 Report Description: Ordinary Group II - Equipment Platform Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 1.6100 26.12 4.12 120 0.026466 5-0 Pt 0.556 108 122 26-4 31-4 63.725 62.116 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.165 BL 1.6820 26.12 3.77 120 0.021387 12081/2 Pt 2.793 122 123 314 31-4 62.116 64.909 T(9'-11) 9-11 130-7 Pe Pv -0.000 RN 1.6100 26.12 4.12 120 0.026466 1-0 Pt 0.238 123 102 31-4 30-4 64.909 65.579 P0(8-0) 8-0 9,-0 Pe Pv 0.432 Route 64 ..... RN 1.6100 28.55 4.50 120 0.031208 1,-a Pf 0.281 124 28 29-11 V. 28'-111/2 28.55 66.352 67.063 Flow (q) from Route 83 P0(8-0) 8-0 9-0 Pe Pv 0.431 =... ... Route 65 ..... RN 1.6100 29.95 4.72 120 0.034108 1,-0 Pt 0.307 125 30 29'-6 28'-6 29.95 67.041 67.783 Flow (q) from Route 86 P0(8-a) 8-0 9'-0 Pe Pv 0.435 =...... Route 66 ..... RN 1.6100 24.69 3.89 120 0.023848 1-0 Pf 0.214 126 107 31-0 30-0 24.69 64.941 65.583 Flow (q) from Route 76 P0(8-a) 8-0 9'-0 Pe Pv 0.428 Route 67 ..... RN 1.6100 24.55 3.87 120 0.023600 1-0 Pf 0.212 127 106 31-4 30-4 24.55 64.784 65.426 Flow (q) from Route 75 P0(8-a) 8-0 Pe Pv 0.430 =. ..... Route 68 ..... RN 1.6100 24.48 3.86 120 0.023485 1 1,-a Pf 0.211 128 119 31-7% 30-8 24.48 64.636 65.278 Flow (q) from ROute 74 p0(8'a) 8-0 9-0 Pe Pv 0.431 =...... Route 69 ..... RN 1.6100 26.59 4.19 120 0.027357 1-0 Pt 0.246 129 103 31-8 30-8 26.59 64.771 65.450 Flow (q) from Route 79 P0(8-0) 8-0 9-0 Pe Pv 0.433 Route 70 ..... RN 1.6100 25.75 4.06 120 0.025781 1,-0 Pt 0.232 130 101 31-0 30-0 25.75 65.048 65.712 Flow (q) from Route 80 P0(8-a) 8-0 9-0 Pe Pv 0.432 Route 71 ..... RN 1.6100 27.24 4.29 120 0.028618 1,-0 Pf 0.258 131 25 32-0 31-0 27.24 64.653 65.344 Flow (q) from Route 81 P0(8-a) 8-0 9-0 Pe Pv 0.433 Route 72 ..... RN 1.6100 27.72 4.37 120 0.029544 1-0 Pf 0.266 132 27 31-21/2 30-21/2 27.72 65.366 66.064 Flow (q) from Route 84 P0(8-0) 8-0 9-0 Pe Pv 0.432 Route 73 ..... RN 1.6100 27.66 4.36 120 0.029436 1-0 Pt 0.265 133 26 31-10 30-10 27.66 64.895 65.592 Flow (q) from Route 82 P0(8-a) 8-0 9-0 Pe Pv 0.432 Route 74 ..... RN 1.6100 24.48 3.86 120 0.023485 5-0 Pf 0.493 114 134 26'-8 31-7% 63.830 62.157 P0(8-a) T(8-0) 16-0 21-0 Pe Pv -2.165 BL 1.6820 24.48 3.54 120 0.018978 120-8 Pt 2.478 134 128 31-71/2 31-71/2 62.157 64.636 1(9-11) 9,-11 130-7 Pe Pv -0.000 =...... Route 75 ..... RN 1.6100 24.55 3.87 120 0.023600 5-0 Pt 0.496 113 135 26-4 31-4 63.963 62.292 P0(8-a) T(8-0) 16-0 21-0 Pe Pv -2.167 BL 1.6820 24.55 3.54 120 0.019071 120-81/2 Pt 2.490 135 127 31-4 31-4 62.292 64.784 T(9'-ll) 9-11 130-7 Pe Pv 0.001 =...... Route 76 ..... RN 1.6100 24.69 3.89 120 0.023848 112 136 26-0 31-0 64.089 62.424 P0(8-a) T(8'-O) 21-0 5-0FW0.501 16-0.165 ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 2/5/2021 1:42:14PM Page 18 Hydraulic Analysis I Job Number: 20-3562-02 ReDort DescriDtion: Ordinary Grouo II - Eciuioment Platform 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 1.6820 24.69 3.56 120 0.019272 120-8 Pt 2.516 136 126 31-0 31-0 62.424 64.941 T(9-11) 9-11 130-7 Pe Pv 0.000 =. ..... Route 77 ..... RN 1.6100 24.90 3.92 120 0.024240 5-0 Pt 0.509 111 137 25-81/2 30-81/2 64.176 62.519 P0(8-a) T(8'-O) 16-0 21-0 Pe Pv -2.166 BL 1.6820 24.90 3.60 120 0.019589 120-10 Pf 2.561 137 104 30-8% 31-0 62.519 64.967 T(9-11) 9-11 130-9 Pe Pv -0.113 - Route 78 ..... RN 1.6100 25.25 3.98 120 0.024871 5-0 Pf 0.522 110 138 25-81/2 30-81/2 64.133 62.490 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.166 BL 1.6820 25.25 3.65 120 0.020098 120-10 Pf 2.627 138 98 30-81/2 31-0 62.490 65.004 T(9-11) 9-11 130-8% Pe Pv -0.113 Route 79 ..... RN 1.6100 26.59 4.19 120 0.027357 5-0 Pf 0.574 121 139 26-8 31-8 63.475 61.884 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.165 BL 1.6820 26.59 3.84 120 0.022108 120-8 Pt 2.887 139 129 31-8 31-8 61.884 64.771 T(9-11) 9-11 130-7 Pe Pv 0.000 =. ..... Route 8O ..... RN 1.6100 25.75 4.06 120 0.025781 5-0 Pt 0.541 109 140 26-0 31-0 63.952 62.327 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.165 BL 1.6820 25.75 3.72 120 0.020834 120-8 Pt 2.720 140 130 31-0 31-0 62.327 65.048 T(9-11) 9-11 130-7 Pe Pv 0.000 Route 81 ..... RN 1.6100 27.24 4.29 120 0.028618 5-0 Pf 0.601 120 141 27-0 32-0 63.198 61.634 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.165 BL 1.6820 27.24 3.93 120 0.023127 120-8 Pt 3.020 141 131 32-0 32-0 61.634 64.653 T(9-11) 9-11 1 130-7 Pe Pv 0.000 Route 82 ..... RN 1.6100 27.66 4.36 120 0.029436 5-0 Pf 0.618 47 142 26-101/2 31-10 63.331 61.789 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.160 BL 1.6820 27.66 3.99 120 0.023787 120-8 Pf 3.106 142 133 31-10 31-10 61.789 64.895 1(9-11) 9-11 130-7 Pe Pv -0.000 - Route 83 ..... RN 1.6100 28.55 4.50 120 0.031208 5-0 Pt 0.655 83 143 24-111/2 29-11% 64.563 63.058 P0(8-0) T(8'-O) 16-0 21-0 Pe Pv -2.160 BL 1.6820 28.55 4.12 120 0.025220 120-8 Pt 3.293 143 124 29-111/2 29-111/2 63.058 66.352 T(9-11) 9-11 130-7 Pe Pv 0.000 Route 84 ..... RN 1.6100 27.72 4.37 120 0.029544 5-0 Pt 0.620 48 144 26-3 31-21/2 63.788 62.249 P0(8-0) T(8-0) 16-0 21-0 Pe Pv -2.160 BL 1.6820 27.72 4.00 120 0.023875 120-8 Pt 3.117 144 132 31-2% 31-21/2 62.249 65.366 1(9-11) 9-11 130-7 Pe Pv -0.000 =...... Route 85 ..... RN 1.6100 29.19 4.60 120 0.032512 5-0 Pt 0.683 84 145 24-41/2 29-41/2 64.888 63.406 P0(8-0) T(8'-O) 16-0 21-0 Pe Pv -2.164 BL 1.6820 29.19 4.21 120 0.026273 120-10 Pt 3.435 145 92 29-41/2 2971/2 63.406 66.728 1(9-11) 9-11 130-8'/z Pe Pv -0.113 Route 86 ..... (.,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 2/5/2021 1:42:14PM Page 19 1111 Hydraulic Analysis Job Number: 20-362-02 Reoort Descriotion: Ordinary Grouo II - Eouioment Platform 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 1.6100 29.95 4.72 120 0.034108 5-0 Pt 0.716 85 24-3 64.999 P0(8-0) 16-0 Pe -2.162 146 29'-21/2 63.553 T(8'-O) 21-0 Pv BL 1.6820 29.95 4.33 120 0.027563 120-10 Pt 3.603 146 29'-21/2 63.553 9-11 Pe -0.115 125 29-6 67.041 T(9-11) 13081/2 Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value 0fC 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 Di 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 e 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 111/4° Elbow points Ee2 22Vz° Elbow Pv Velocity pressure at a point in a pipe f Flow Device Id 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 NV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 1A,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2/512021 1:42:14PM Page 20 111 [Hydraulic Overview Job Number: 20-3562-02 Reoort Descriotion: Ordinary Groun II fLab Ar Job Job Number Design Engineer 20-3562-02 Mitchell Struck Job Nan,ol MMS2 THERMO FISHER EXPANSION Phone FkX Address I 5791 VAN ALLEN WAY State cerSflyodoniLiosnse Number Add— 2 CARLSBAD, CA 92008 AHJ Add— 3 Job SitelbuilAng System Density obee orAypunahon 0.200gpm/ft2 2500.00ft2 (Actual 2573.61ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 26.00 at 21.556 250.00 Cocerego Per Sprinkler Nurnbe, 01 SprInklers Calculated 130.00ft2 32 System Pressure Demand 77.663 Syslem Flee Demand 898.14 Total Demand . Pressure Result 1148.14 @ 77.663 +39.706 (33.8%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(pm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 2750.00 250.00 118.800 111.600 MMS2 With 3D Struct Water Supply at Node 1(2750.00,250.00, 118.800, 111.600) 150 135 T71ssssssfs—_,Z~~.600 120 Static Pressure 118.800___ 90 105 ) 75 V 898.14 8.14with hose streams U) 45 S stem demand curve 0- 065200 2750 3300 3850 4400 4950 5500 Water flow, gpm ,©M.E.P.CAD, Inc. 11 AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:45:21 PM Page 1 1111 Hydrau1ic Summary Job Number: 20-362-0 Report Description: Ordinary Grouo II, - Lab Area) Job Job Number 20-3562-02 Design Enginenr Mitchell Struck Job Name: MMS2 THERMO FISHER EXPANSION Stole CetoflooVofllLicenOn Number - AddIson I 5791 VAN ALLEN WAY AHU Add.. 2 CARLSBAD, CA 92008 Job Site/Building Address 3 Drovdrg Name MMS2 With 3D Struct System Remote Area(s) Most Demanding SpOnidor Data 5.6 K-Factor 26.00 at 21.556 Occupancy Ordinary Group II - Lab Area Job Suit/c Hose nul000nee At Source 250.00 . Density 0.200gpm/ft2 Area Of Application 2500.00ft2 (Actual 2573.61ft2) Additional Hose Supplies Node Flow(øm) Nutrrbsn Of Sprinklers Cobulatod 32 C055,a95 Per Sprinkler 130.00W Total lose Streams 250.00 System Flow Demand 898.14 Total Water Required (Including Hose riui000nre) 1148.14 Maximum Pressure Unbalance In Leaps 0.000 Maximum Velocity Alrooe Ground 19.19 between nodes 229 and 267 Maximum Velocity Undo, Ground 6.17 between nodes 3 and 4 Volume capacity of Wet Pipes 5252.98ga1 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) 1 Water Supply 250.00 118.800 111.600 2750.00 117.369 I 1148.14 77.663 39.706 Contractor Contrsetas Numbar Contact Nome Contact This Name of Contractor Phone Extension Address I FAX Address 2 E-mall Address 3 Web-She © M.E.P.CAD, Inc. M AutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:24PM Page 2 Hydraulic Graph Job Number: 20-3562-02 RAnIrrt flAqr.rintiryn flrtlinGry (Zrrsrin II - I seh Arvava Water Supply at Node I 150— 135--- 120 Static Pressure 118.800- 1 -7 750.00 @ 111600 05- 901 1 - - CL 89814@77.663 ; 75 1148.14 with hose streams 60- 45 System demand curve 30- 15— - 1IIIIIjjjJj_f 111111111 111111111 II I I I III 1 11111 I I I I I 1 I 1I I I I I I I I I I I I I %50 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydratdie Graph Water Supply at Node 1 Stays: Pressure 118.800 Residual: Pressure 111.600 @2750.00 Available Pressure at Tine at Test 117.369 @ 1148.14 System Demand 77.663 @ 898.14 System Dentard (tflaudlng Ptaa.Mmearva at Saurea) 77.663 @ 1148.14 , © M.E.P.CAD, Inc. IS AutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:25PM Page 3 111 'summary Of Outfiowing Devices Job Number: 20-3S62-02 . Reoort Descriotion: Ordinary Grouo II - Lab Area Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 3101 26.00 26.00 5.6 21.556 Sprinkler 3102 26.01 26.00 5.6 21.576 Sprinkler 3103 26.19 26.00 5.6 21.865 Sprinkler 3104 26.19 26.00 5.6 21.866 Sprinkler 3105 26.25 26.00 5.6 21.980 Sprinkler 3106 26.34 26.00 5.6 22.127 Sprinkler 3107 26.43 26.00 5.6 22.280 Sprinkler 3108 26.59 26.00 5.6 22.546 Sprinkler 3109 26.93 26.00 5.6 23.133 Sprinkler 3110 27.19 26.00 5.6 23.579 Sprinkler 3111 27.20 26.00 5.6 23.583 Sprinkler 3112 27.20 26.00 5.6 23.596 Sprinkler 3113 27.22 26.00 5.6 23.628 Sprinkler 3114 27.30 26.00 5.6 23.772 Sprinkler 3115 27.50 26.00 5.6 24.115 Sprinkler 3116 27.85 26.00 5.6 24.725 Sprinkler 3117 27.98 26.00 5.6 24.960 Sprinkler 3118 28.19 26.00 5.6 25.344 Sprinkler 3119 28.53 26.00 5.6 25.950 Sprinkler 3120 28.53 26.00 5.6 25.954 Sprinkler 3121 28.54 26.00 5.6 25.977 Sprinkler 3122 28.59 26.00 5.6 26.067 Sprinkler 3123 28.79 26.00 5.6 26.434 Sprinkler 3124 28.99 26.00 5.6 26.791 Sprinkler 3125 29.09 26.00 5.6 26.983 Sprinkler 3126 29.50 26.00 5.6 27.749 Sprinkler 3127 29.54 26.00 5.6 27.820 Sprinkler 3128 30.47 26.00 5.6 29.606 Sprinkler 3129 30.63 26.00 5.6 29.926 Sprinkler 3130 30.68 26.00 5.6 30.021 Sprinkler 3131 1 30.79 26.00 5.6 30.222 Sprinkler 3132 30.91 26.00 5.6 30.465 c> Most Demanding Sprinkler Data (, © M.E.P.CAD, Inc. jj AutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:34PM Page 4 Analysis Job Number: 20-3562-02 Roort Descriotion: Ordinary Grouo II - Lab Area Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 0-6 65.635 6 12-6 P0(26-4) 60.158 7 29-7 E(13-2) 52.746 8 4-0 68.026 9 0-6 66.509 149 17101/2 P0(9-11) 57.435 150 15-8 T(9-11) 58.391 151 1521, T(16-5Vz) 58.602 152 15-21/1 T(20-2) 58.602 153 15-0 P0(20-2) 58.693 154 15-0 P0(9-11) 58.693 155 15-0 P0(9-il) 58.694 156 30-8 P0(20-2) 51.913 157 30-8 P0(10-0) 51.916 158 31-0 P0(10-0) 51.785 159 30-10 P0(10-0) 51.859 160 29-11 P0(10-0) 52.305 161 29-5% P0(10-0) 52.620 211 15-21/'2 T(12-3V2) 58.603 212 32-31/. T(10-0) 51.163 213 31-41,,. P0(10-0) 51.569 214 31-31/'. P0(10-0) 51.602 215 31-2% P0(10-0) 51.625 216 30-111/'2 P0(10-0) 51.716 217 30-1% PO(12-31/z) 52.041 218 29-5% fT(21-1) 52.290 219 29-8 P0(26-4) 52.196 220 30-8 T(10-0) 51.789 221 30-2% T(12'-3%) 52.275 222 28-3 52.673 223 31-2% P0(10-0) 51.069 224 32-21,/. T(12-31/2) 48.847 225 13-2 P0(6-0) 42.463 226 13-2 31.992 227 12-6 P0(12-3%) 50.847 228 12-6 P0(12-3%) 50.972 229 12-6 P0(12-3%) 51.408 230 12-6 P0(12-3%) 52.381 231 29-1% 52.333 232 13-2 P0(6-0) 41.698 233 13-2 P0(6-0) 41.377 234 13-2 P0(6-0) 41.365 235 13-2 40.715 236 13-2 29.590 237 13-2 35.191 238 30-8 P0(10-0) 51.905 239 30-8 P0(10-0) 51.903 240 30-111/2 P0(10-0) 51.776 241 31-111/2 T(1 2'-3'h) 51.341 242 32-5% 1(10-0) 51.099 243 31-51/2 P0(26-4) 51.527 244 31-51/2 P0(10-0) 51.535 1 -1-0 S 77.663 898.14 3101 10-0 Spr(-21.556), fd(37-0) 21.556 26.00 3102 10-0 Spr(-21.576), fd(37-0) 21.576 26.01 3103 10-0 Spr(-21.865), fd(37-0) 21.865 26.19 3104 10-0 Spr(-21.866), fd(37-0) 21.866 26.19 3105 10-0 Spr(-21.980), fd(37-0) 21.980 26.25 3106 10-0 Spr(-22.127), fd(37'-O) 22.127 26.34 3107 10-0 Spr(-22.280), fd(37-0) 22.280 26.43 3108 10-0 Spr(-22.546), fd(37-0) 22.546 26.59 3109 10-0 Spr(-23.133), fd(37-0) 23.133 1 26.93 , © M.E.P.CAD, Inc. JAutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:35PM Page 5 1111 Node Analysis Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grout) II - Lab Area Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3110 10-0 Spr(-23.579), fd(37-0) 23.579 27.19 3111 10-0 Spr(-23.583), fd(37-0) 23.583 27.20 3112 10-0 Spr(-23.596), fd(37-O) 23.596 27.20 3113 10-0 Spr(723.628), fd(37-0) 23.628 27.22 3114 10,-0 Spr(-23.772), fd(37-0) 23.772 27.30 3115 10-0 Spr(-24.115), fd(37'-U) 24.115 27.50 3116 10-0 Spr(-24.725), Id(37-0) 24.725 27.85 3117 10-0 Spr(-24.960), fd(37'-0) 24.960 27.98 3118 10,-0 Spr(-25.344), fd(37'-O) 25.344 28.19 3119 10-0 Spr(-25950), fd(37'-O) 25.950 28.53 3120 10,-0 Spr(-25.954), Id(37'-U) 25.954 28.53 3121 10,-0 Spr(-25.977), fd(37'-O) 25.977 28.54 3122 10,-0 Spr(-26.067), fd(37'-U) 26.067 28.59 3123 10,-0 Spr(-26.434), ld(37'-O) 26.434 28.79 3124 10,-0 Spr(-26.791), fd(37'-U) 26.791 28.99 3125 10,-0 Spr(-26.983), fd(37'-U) 26.983 29.09 3126 10,-0 Spr(-27.749), fd(37'-U) 27.749 29.50 3127 10,-0 Spr(-27.820), fd(37'-U) 27.820 29.54 3128 10,-0 Spr(-29.606), fd(37'-U) 29.606 30.47 3129 10,-0 Spr(-29.926), fd(37'-O) 29.926 30.63 3130 10,-0 Spr(-30.021), fd(37'-O) 30.021 30.68 3131 lU-U Spr(-30.222), fd(37'-U) 30.222 30.79 3132 10,-0 Spr(-30.465), fd(37'-U) 30.465 30.91 2 4-0 LtE(22-01/.) 77.868 3 4-0 LtE(16'-7) 69.361 4 4-0 67.344 245 31-4% P0(10-0) 51.561 246 314% P0(10-0) 51.568 247 31-81/. T(12'-3%) 51.464 248 32-31/. T(1 U'-O) 51.171 249 31-10 T(12-31/2) 51.420 250 31-10 T(10-U) 51.346 251 32-0 T(12'-31/2) 51.347 252 32-3% T(1 U'-U) 51.153 253 30-111/2 T(12'-3%) 51.839 254 31-81/. T(12'-3%) 51.473 255 32-3% 1(10-0) 51.163 256 31-81/2 T(12-3%) 51.462 257 32'-5 T(1 U'-U) 51.119 258 32-31/2 1(10-0) 51.167 259 13-2 P0(5-U) 29.486 260 13-2 P0(5-U) 29.491 261 13-2 P0(5-U) 29.514 262 13-2 P0(5-0) 29.649 263 13-2 P0(5-0) 30.063 264 13-2 P0(5-U) 30.431 265 13-2 P0(5-U) 30.610 266 13-2 P0(5-0) 32.498 267 13-2 P0(5-U) 34.286 268 13-2 P0(5-0) 29.490 269 13-2 P0(5-U) 31.861 270 13-2 P0(5-0) 32.120 271 13-2 P0(5-0) 32.594 272 13-2 P0(5-0) 33.434 273 13-2 P0(5-U) 33.757 274 13-2 P0(5-U) 36.541 275 13-2 P0(5-0) 31.855 276 13-2 P0(5-0) 31.879 277 13-2 P0(5-U) 35.120 278 13-2 P0(5-U) 35.125 279 13-2 P0(5-0) 35.156 280 13-2 P0(5-U) 35.281 1, © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:35PM Page 6 ~JJRLNode Analysis Job Number: 20-3562-02 Rnnrt flAs.rinfinn Crdinr" (rrIIn II - I 2h Arc2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 281 13-2 P0(5-0) 35.786 282 13-2 P0(5-0) 36.277 283 13-2 P0(5-0) 37.594 284 13-2 P0(5-0) 37.690 285 13-2 P0(5-0) 40.710 286 13-2 P0(5-0) 40.713 287 13-2 P0(5-0) 40.988 288 13-2 P0(5-0) 42.020 289 13-2 P0(5-0) 42.783 462 31-5 P0(10-0) 51.544 475 31-8% T(12'-3'/2) 51.462 476 30-8 P0(10-0) 51.903 489 32-4% T(1 0'-O) 51.136 544 31-5 P0(10-0) 51.552 556 31-81/1 T(12'-3%) 51.463 557 30-8 P0(10-0) 51.904 571 32-4 P0(10-0) 51.153 766 31-8% T(12-3%) 51.462 767 30-8 P0(10-0) 51.906 769 317h/2 T(12-31/.) 51.472 885 31-4 P0(10-0) 51.575 896 31-8% T(12-31/2) 51.467 897 30-8 P0(10-0) 51.908 909 32-. P0(10-0) 51.160 1047 31-2. P0(10-0) 51.581 1060 318h/2 T(12'-3%) 51.469 1061 30-8 P0(10-0) 51.911 1075 32-4 P0(10-0) 51.157 1171 31-3% P0(20-2) 51.592 1543 30-6% P0(10-0) 51.879 1544 30-3 P0(10-0) 52.140 1568 31-3 T(12-31/.) 51.695 1578 31-6 T(10-0) 51.492 1596 30-1 P0(10-0) 52.221 1597 30-4 P0(10-0) 51.967 1610 31-11/2 T(1 2'-3V2) 51.748 1630 3141/i E(5'-O) 51.529 1741 29-10 P0(10-0) 52.147 1742 294% P0(10-0) 52.440 1753 30-71/2 T(12-3%) 51.993 1762 30-101/. T(10-0) 51.724 1812 29-6% P0(10-0) 52.263 1813 29-4 P0(10-0) 52.598 1834 30-4 T(12'-3%) 52.147 1843 30-7 T(1 0'-O) 51.834 1932 30-2 T(12-3%) 52.243 1944 30-71/2 T(10-0) 51.819 1946 29-61/2 P0(10-0) 52.244 1947 29-31/2 P0(10-0) 52.657 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:35PM Page 7 ~jjjjl-lydraulic Analysis I Job Number: 20-362-02 Reoort Descriotion: Ordinary GrouD II - Lab 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 - Routel ..... BL 1.0490 26.00 9.65 120 0.211435 2-0 Pf 9.303 3101 259 10-0 13-2 26.00 5.6 21.556 29.486 Sprinkler, P0(5-0), fd(37'-O) 42-0 44-0 Pe Pv -1.373 BL 2.1570 20.71 1.82 120 0.004149 1-1 Pf 0.005 259 260 13-2 13-2 29.486 29.491 1,-1 Pe Pv BL 2.1570 46.90 4.12 120 0.018814 5-3 Pf 0.099 260 236 13-2 13-2 26.19 29.491 29.590 Flow (q) from Route 4 5-3 Pe Pv BL 1.3800 46.90 10.06 120 0.165622 65-2 Pf 11.787 236 233 13-2 13-2 29.590 41.377 P0(6-0) 6-0 71-2 Pe Pv BL 2.1570 56.70 4.98 120 0.026723 12-0 Pf 0.321 233 232 13-2 13-2 9.80 41.377 41.698 Flow (q) from Route 39 12-0 Pe Pv BL 2.1570 90.72 7.96 120 0.063754 12-0 Pf 0.765 232 225 13-2 13-2 34.02 41.698 42.463 Flow (q) from Route 19 12-0 Pe Pv BL 2.1570 134.71 11.83 120 0.132488 73-61/2 Pf 14.634 225 224 13-2 32-2% 43.99 42.463 48.847 Flow (q) from Route 12 4E(6'-2), T(12'-31h) 36-11 11051/2 Pe Pv -8.250 RN 2.0670 134.71 12.88 120 0.163049 1-0 Pf 1.793 224 223 32-2% 31-2% 48.847 51.069 P0(10-0) 10-0 11-0 Pe Pv 0.429 CM 4.2600 134.71 3.03 120 0.004817 44-41/2 Pf 0.315 223 222 31-21/2 28-3 51.069 52.673 fT(21'-l) 21-1 65-5 Pe Pv 1.289 DY 6.3570 134.71 1.36 120 0.000686 32-0 Pf 0.039 222 231 28-3 29-1% 52.673 52.333 . 2fE(12'-7) 25-2 57-2 Pe Pv -0.379 DY 4.2600 134.71 3.03 120 0.004817 0-0 Pf 0.101 231 218 29-1% 29-51/2 52.333 52.290 fT(21-1) 21-1 21-1 Pe Pv -0.144 CM 4.2600 25.80 0.58 120 0.000226 7-10 Pf 0.002 218 1946 29-51/2 29-61/2 52.290 52.244 7-10 Pe Pv -0.048 RN 2.0670 12.23 1.17 120 0.001925 1,-1 Pf 0.041 1946 1944 29-61/2 30-71/2 52.244 51.819 P0(10-0) T(10'-O) 20-0 21-1 Pe Pv -0.466 BL 2.1570 12.23 1.07 120 0.001564 135-6 Pf 0.231 1944 1932 30-7% 30-2 51.819 52.243 T(12'-3%) 12-3% 147-10 Pe Pv 0.193 RN 2.0670 12.23 1.17 120 0.001925 0-11 Pf 0.021 1932 1947 30-2 29-31/2 52.243 52.657 P0(10-0) 10-0 10-11 Pe Pv 0.393 CM 4.2600 121.13 2.73 120 0.003958 10-5 Pf 0.041 1947 161 29-3% 29-5% 108.91 52.657 52.620 Flow (q) from Route 33 10-5 Pe Pv -0.078 CM 4.2600 134.71 3.03 120 0.004817 10-2 Pf 0.176 161 7 29-51/2 29-7 13.58 52.620 52.746 Flow (q) from Route 59 2E(13-2) 26-4 36-6 Pe Pv -0.050 FR 6.3570 134.71 1.36 120 0.000686 17-1 Pr 0.012 7 6 29-7 12-6 52.746 60.158 17-1 Pe Pv 7.399 FR 6.3570 898.14 9.08 120 0.022935 12-0 Pf 0.275 6 5 12-6 0-6 763.44 60.158 65.635 Flow (q) from Route 2 12-0 Pe Pv 5.202 UG 8.3900 898.14 5.21 140 0.004464 12-51/2 Pf 0.192 5 4 0-6 -3-0 65.635 67.344 E(30'-61/2) 30-6% 43-0 Pe Pv 1.517 U 7.7100 898.14 6.17 150 0.005931 283-10 Pf 2.016 4 3 4-0 4-0 67.344 69.361 PIV(5-11/2), EE(11'-6), E(22'-111/2 ), LtE(16'-7) 56-2 340-0 Pe Pv -0.000 1, © M.E.P.CAD, Inc. ~JjAutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 8 'Hydraulic Analysis Job Number: 20-3562-02 Renort Descrintion: Ordinsry Groun II - Lh Ares 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 8.3900 898.14 5.21 140 0.004464 10,-0 Pt 8.507 3 2 -3-0 4-0 69.361 77.868 T(59'41/2), BFP(-8.000), 2LtE(22' 01/2) 103-6 113-6 Pe Pv 0.000 UG 7.7100 898.14 6.17 150 0.005931 106-71/,. Pt 0.663 2 1 -3-0 -11-0 77.868 77.663 GV(5'-1V2), S 5'-1'/2 111'-9 Pe Pv -0.867 250.00 Hose Allowance At Source 1 1148.14 Route ..... BL 1.0490 26.01 9.66 120 0.211616 2-0 Pf 9.311 3102 261 10-0 13-2 26.01 5.6 21.576 29.514 Sprinkler, P0(5-0), fd(37'-O) 42-0 44-0 Pe Pv -1.373 BL 2.1570 57.48 5.05 120 0.027413 4-11 Pr 0.134 261 262 13-2 13-2 31.47 29.514 29.649 Flow (q) from Route 3 4-11 Pe Pv BL 2.1570 83.74 7.35 120 0.054980 7-61/2 Pt 0.414 262 263 13-2 13-2 26.25 29.649 30.063 Flow (q) from Route 5 7-6% Pe Pv BL 2.1570 110.17 9.67 120 0.091332 4-0% Pt 0.368 263 264 13-2 13-2 26.43 30.063 30.431 Flow (q) from Route 7 4-0% Pe Pv BL 2.1570 136.76 12.01 120 0.136249 1-4 Pf 0.180 264 265 13-2 13-2 26.59 30.431 30.610 Flow (q) from Route 8 1-4 Pc Pv BL 2.1570 163.10 14.32 120 0.188738 10,-0 Pt 1.887 265 266 13-2 13-2 26.34 30.610 32.498 Flow (q) from Route 6 10,-0 Pe Pv BL 2.1570 190.32 16.71 120 0.251111 7-1% Pt 1.789 266 267 13-2 13-2 27.22 32.498 34.286 Flow (q) from Route 13 7-1% Pe Pv BL 2.1570 218.52 19.19 120 0.324226 27-31/2 Pt 16.832 267 229 13-2 12-6 28.19 34.286 51.408 Flow (q)from Route 18 T(12'-3%), P0(12-3%) 24-7% 51-11 Pc Pv 0.289 BL 4.2600 619.75 13.95 120 0.081101 12-0 Pf 0.973 229 230 12-6 12-6 401.23 51.408 52.381 Flow (q) from Route 9 12-0 Pe Pv BL 4.2600 763.44 17.18 120 0.119277 25-8% Pt 7.777 230 6 12-6 12-6 143.69 52.381 60.158 Flow (q) from Route 28 E(13'-2), P0(264) 39'-6 65-21/2 Pe Pv 0.000 = ..... Route 3 ..... DY 1.0490 26.19 9.72 120 0.214237 0,-0 Pt 8.998 3103 268 10-0 13-2 26.19 5.6 21.865 29.490 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 BL 2.1570 31.47 2.76 120 0.008994 2'-8 Pt 0.024 268 261 13-2 13-2 5.29 29.490 29.514 Flow (q) from Route 42 2'-8 Pe Pv Route ..... DY 1.0490 26.19 9.72 120 0.214242 0,-0 Pt 8.998 3104 260 101-0 13-2 26.19 5.6 21.866 29.491 Sprinkler, P0(5-a), fd(37'-O) 42-0 42-0 Pc Pv -1.373 Route ..... DY 1.0490 26.25 9.75 120 0.215278 0-0 Pf 9.042 3105 262 101-0 13-2 26.25 5.6 21.980 29.649 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 Route ..... BL 1.0490 26.34 9.78 120 0.216611 - 3-6 Pf 9.856 3106 265 10-0 13-2 26.34 5.6 22.127 30.610 Sprinkler, P0(5-0), fd(37'-O) 42-0 45-6 Pe Pv -1.373 Route ..... DY 1.0490 26.43 9.81 120 0.217994 0-0 Pt 9.156 3107 263 10-0 13-2 26.43 5.6 22.280 30.063 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 Route ..... DY 1.0490 26.59 9.87 120 0.220405 0,-0 Pt 9.257 3108 264 101-0 13-2 26.59 5.6 22.546 30.431 Sprinkler, P0(5-a), fd(37'-O) 42-0 42-0 Pc Pv -1.373 fç©M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 9 1111 HydrauIic Analysis Job Number: 20-362-02 Report Description: Ordinary Group II - Lab 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 9 ..... BL 1.0490 26.93 10.00 120 0.225704 2-9 Pr 10.100 3109 269 10-0 13-2 26.93 5.6 23.133 31.861 Sprinkler, P0(5-0), fd(37'-O) 42-0 '-9 Pe Pv -1.373 BL 2.1570 64.53 5.67 120 0.033954 7'-7'/2 Pf 0.259 269 270 13-2 13-2 10.40 + 27.20 31.861 32.120 Flow (q) from Route 10 and 11 7-71/2 Pc Pv BL 2.1570 91.84 8.06 120 0.065219 7-3 Pf 0.474 270 271 13-2 13-2 27.30 32.120 32.594 Flow (q) from Route 14 7-3 Pe Pv BL 2.1570 119.34 10.48 120 0.105884 7-11 Pf 0.840 271 272 13-2 13-2 27.50 32.594 33.434 Flow (q) from Route 15 7-11 Pc Pv BL 2.1570 147.18 12.92 120 0.156075 2-1 Pt 0.323 272 273 13-2 13-2 27.85 33.434 33.757 Flow (q) from Route 16 2-1 Pe Pv BL 2.1570 175.16 15.38 120 0.215354 12-11 Pf 2.784 273 274 13-2 13-2 27.98 33.757 36.541 Flow (q) from Route 17 12-11 Pe Pv BL 2.1570 204.25 17.93 120 0.286152 24'41/2 Pf 14.018 274 227 13-2 12-6 29.09 36.541 50.847 Flow (q) from Route 25 T(12'-31/.), P0(12-3'!2) 2471/2 49-0 Pe Pv 0.289 BL 4.2600 204.25 4.60 120 0.010405 12-0 Pf 0.125 227 228 12-6 12-6 50.847 50.972 12-0 Pe Pv BL 4.2600 401.23 9.03 120 0.036284 12-0 Pf 0.435 228 229 12-6 12-6 196.98 50.972 51.408 Flow (q) from Route 21 12-0 Pc Pv Route 10 ..... DY 1.0490 27.19 10.09 120 0.229727 0,-0 Pf 9.649 3110 275 10-0 13-2 27.19 5.6 23.579 31.855 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 BL 2.1570 10.40 0.91 120 0.001160 5-1 Pf 0.006 275 269 13-2 13-2 31.855 31.861 5-1 Pc Pv Route 11 ..... DY 1.0490 27.20 10.10 120 0.229766 0,-0 Pt 9.650 3111 269 10-0 13-2 27.20 5.6 23.583 31.861 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 - Route l2 ..... DY 1.0490 27.20 10.10 120 0.229883 0-0 Pf 9.655 3112 276 10-0 13-2 27.20 5.6 23.596 31.879 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 BL 2.1570 43.99 3.86 120 0.016713 6-9% Pt 0.114 276 226 13-2 13-2 16.79 31.879 31.992 Flow (q) from Route 41 6-9% Pc Pv BL 1.3800 43.99 9.44 120 0.147124 66-2 Pf 10.471 226 225 13-2 13-2 31.992 42.463 P0(6-0) 6-0 71-2 Pc Pv Route 13 ..... BL 1.0490 27.22 10.11 120 0.230167 2-6 Pf 10.242 3113 266 10-0 13-2 27.22 5.6 23.628 32.498 Sprinkler, P0(5-0), fd(37'-O) 42-0 44'-6 Pc Pv -1.373 Route 14 ..... DY 1.0490 27.30 10.14 120 0.231461 0,-a Pf 9.721 3114 270 10-0 13-2 27.30 5.6 23.772 32.120 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 Route 15 ..... DY 1.0490 27.50 10.21 120 0.234556 0,-0 Pf 9.851 3115 271 101-0 13-2 27.50 5.6 24.115 32.594 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 - Route 16 ..... DY 1.0490 27.85 10.34 120 0.240036 0-0 Pt 10.082 3116 272 101-0 13-2 27.85 5.6 24.725 33.434 Sprinkler, PO(5'O), fd(37'-O) 42-0 42-0 Pc Pv -1.373 Route 17 ..... ©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2/512021 1:45:37PM Page 10 Hydraulic Analysis Job Number: 20-3562-02 Reoort Descriotion: Ordinary Groun II - Lab 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 DY 1.0490 27.98 10.39 120 0.242141 0-0 Pt 10.170 3117 273 10-0 13-2 27.98 5.6 24.960 33.757 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 =. ..... Route 18 ..... DY 1.0490 28.19 10.47 120 0.245593 0,-0 Pf 10.315 3118 267 101-0 13-2 28.19 5.6 25.344 34.286 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 =. ..... Route 19 ..... DY 1.0490 28.53 10.59 120 0.251015 0-0 Pf 10.543 3119 277 101-0 13-2 28.53 5.6 25.950 35.120 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 BL 2.1570 5.49 0.48 120 0.000356 14-0 Pf 0.005 277 278 13-2 13-2 35.120 35.125 14-0 Pe Pv BL 2.1570 34.02 2.99 120 0.010387 6-4% Pt 0.066 278 237 13-2 13-2 28.53 35.125 35.191 Flow (q) from Route 20 6-4% Pe Pv 0.000 BL 1.3800 34.02 7.30 120 0.091434 65-2 Pt 6.507 237 232 13-2 13-2 35.191 41.698 P0(6-0) 6-0 71-2 Pe Pv -0.000 =...... Route 2O ..... DY 1.0490 28.53 10.59 120 0.251047 0,-0 Pt 10.544 3120 278 101-0 13-2 28.53 5.6 25.954 35.125 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 Route 21 ..... DY 1.0490 28.54 10.60 120 0.251254 0,-0 Pt 10.553 3121 279 10-0 13-2 28.54 5.6 25.977 35.156 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 BL 2.1570 51.58 4.53 120 0.022433 5-7 Pt 0.125 279 280 13-2 13-2 23.04 35.156 35.281 Flow (q) from Route 40 5-7 Pe Pv BL 2.1570 80.17 7.04 120 0.050726 9111/z Pt 0.504 280 281 13-2 13-2 28.59 35.281 35.786 Flow (q) from Route 22 9-11% Pe Pv BL 2.1570 108.96 9.57 120 0.089488 5-6 Pt 0.491 281 282 13-2 13-2 28.79 35.786 36.277 Flow (q) from Route 23 6-6 Pe Pv BL 2.1570 137.95 12.11 120 0.138446 9'-6 Pt 1.317 282 283 13-2 13-2 28.99 36.277 37.594 Flow (q) from Route 24 9'-6 Pe Pv BL 2.1570 167.45 14.70 120 0.198144 0-6 Pt 0.097 283 284 13-2 13-2 29.50 37.594 37.690 Flow (q) from Route 26 0-6 Pe Pv BL 2.1570 196.98 17.30 120 0.267611 23-111/2 Pt 12.993 284 228 13-2 12-6 29.54 37.690 50.972 Flow (q) from Route 27 T(12'-3%), P0(12-3%) 24-7% 48-6% Pe Pv 0.289 Route 22 ..... DY 1.0490 28.59 10.61 120 0.252066 0-0 Pt 10.587 3122 280 10-0 13-2 28.59 5.6 26.067 35.281 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -1.373 Route 23 ..... DY 1.0490 28.79 10.69 120 0.255344 0-0 Pt 10.724 3123 281 10-0 13-2 28.79 5.6 26.434 35.786 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 Route 24 ..... DY 1.0490 28.99 10.76 120 0.258534 0-0 Pt 10.858 3124 282 10-0 13-2 28.99 5.6 26.791 36.277 Sprinkler, P0(5-0), td(37'-O) 42-0 42-0 Pc Pv -1.373 =. ..... Route 25 ..... DY 1.0490 29.09 10.80 120 0.260247 0-0 Pf 10.930 3125 274 10-0 13-2 29.09 5.6 26.983 36.541 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 - Route 26 ..... DY 1.0490 29.50 10.95 120 0.267075 0,-0 Pt 11.217 3126 283 10-0 13-2 29.50 5.6 27.749 37.594 Sprinkler, PQ(5'O), fd(37'-O) 42-0 42-0 Pc Pv -1.373 Route 27 ..... ©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 2/5/2021 1:45:37PM Page 11 Iffijl-lydraulic Analysis Job Number: 20-362-02 ( rceport uescrlpuon: oruinary uroup it - Lao /\rea Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DV 1.0490 29.54 10.96 120 0.267701 0-0 Pf 11.243 3127 284 10-0 13-2 29.54 5.6 27.820 37.690 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 =. ..... Route 28 ..... BL 1.0490 30.47 11.31 120 0.283564 2-0 Pf 12.477 3128 285 10-0 13-2 30.47 5.6 29.606 40.710 Sprinkler, P0(5-0), fd(37'-O) 42-0 44-0 Pc Pv -1.373 BL 2.1570 20.67 1.82 120 0.004134 0-8 Pf 0.003 285 286 13-2 13-2 40.710 40.713 0-8 Pc Pv BL 2.1570 51.36 4.51 120 0.022254 12-41/2 Pf 0.275 286 287 13-2 13-2 30.68 40.713 40.988 Flow (q) from Route 30 12-41/2 Pc Pv BL 2.1570 82.14 7.21 120 0.053059 1951/2 Pf 1.032 287 288 13-2 13-2 30.79 40.988 42.020 Flow (q) from Route 31 19-51/2 Pc Pv BL 2.1570 112.78 9.90 120 0.095371 8-0 Pf 0.763 288 289 13-2 13-2 30.63 42.020 42.783 Flow (q) from Route 29 8-0 Pc Pv BL 2.1570 143.69 12.62 120 0.149287 37-9 Pf 9.309 289 230 13-2 12-6 30.91 42.783 52.381 Flow (q) from Route 32 T(12'-31/2), P0(12-3%) 24-7% 62-41/2 Pc Pv 0.289 Route 29 ..... BL 1.0490 30.63 11.37 120 0.286396 5-01/2 Pf 13.467 3129 288 10-0 13-2 30.63 5.6 29.926 42.020 Sprinkler, P0(5-0), fd(37'-O) 42-0 47-0% Pc Pv -1.373 Route 30 ..... DY 1.0490 30.68 11.39 120 0.287242 0-0 Pf 12.064 3130 286 101-0 13-2 30.68 5.6 30.021 40.713 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 - Route 31 ..... DY 1.0490 30.79 11.43 120 0.289017 0-0 Pf 12.139 3131 287 101-0 13-2 30.79 5.6 30.222 40.988 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -1.373 Route 32 ..... BL 1.0490 30.91 11.47 120 0.291162 5-0% Pf 13.691 3132 289 10-0 13-2 30.91 5.6 30.465 42.783 Sprinkler, P0(5-0), fd(37'-O) 42-0 47-0% Pc Pv. -1.373 Route 33 ..... DY 1.6820 0.61 0.09 120 0.000020 20-21/2 Pf 0.001 211 155 15-2% 15-0 0.61 58.603 58.694 Flow (q) from Route 44 2EE(2'-5%), 2E(4'-111/.), P0(9-1 1) 24'-9 44-11% Pc Pv 0.090 CM 3.2600 12.32 0.47 120 0.000212 22-8% Pf 0.017 155 156 15-0 30-8 11.71 58.694 51.913 Flow (q) from Route 34 T(20'-2), 2E(9'-5), P0(20-2) 59-1% 81-10 Pc Pv -6.798 CM 4.2600 45.65 1.03 120 0.000651 4-0% Pf 0.003 156 157 30-8 30-8 33.33 51.913 51.916 Flow (q) from Route 37 4-0% Pc Pv -0.000 CM 4.2600 50.73 1.14 120 0.000791 10,-5 Pf 0.008 157 158 30-8 31-0 5.08 51.916 51.785 Flow (q) from Route 62 10-5 Pc Pv -0.139 CM 4.2600 56.55 1.27 120 0.000967 10-4 Pf 0.010 158 159 31-0 30-10 5.82 51.785 51.859 Flow (q) from Route 36 10-4 Pc Pv 0.064 CM 4.2600 63.17 1.42 120 0.001187 10-5% Pf 0.012 159 1544 30-10 30-3 6.62 51.859 52.140 Flow (q) from Route 55 10-51/2 Pc Pv 0.268 CM 4.2600 70.68 1.59 120 0.001461 5-9 Pf 0.008 1544 1596 30-3 30-1 7.51 52.140 52.221 Flow (q) from Route 60 5-9 Pc Pv 0.072 CM 4.2600 78.89 1.78 120 0.001790 5-11 Pf 0.011 1596 160 30-1 29-11 8.21 52.221 52.305 Flow (q) from Route 72 5-11 Pc Pv 0.074 CM 4.2600 87.77 1.98 120 0.002181 9'-2 Pf 0.020 160 1742 29-11 29-7% 8.88 52.305 52.440 Flow (q) from Route 61 9'-2 Pc Pv 0.115 , © M.E.P.CAD, Inc. F1jjAutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 12 Iffl-lydraulic Analysis J Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grouo II - Lab 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 42600 97.64 2.20 120 0.002656 10-5 Pt 0.028 1742 1813 29-71/2 29-4 9.86 52.440 52.598 Flow (q) from Route 52 10-5 Pe Pv 0.130 CM 4.2600 108.91 2.45 120 0.003251 10-5% Pt 0.034 1813 1947 29-4 29-31/2 11.27 52.598 52.657 Flow (q) from Route 53 10-5% Pe Pv 0.025 =. ..... Route 34 ..... CM 3.2600 9.91 0.38 120 0.000142 110-11 Pt 0.020 149 153 17101/2 15-0 12.32 57.435 58.693 Flow (q) from Route 43 2fEE(3'-6), 3fE(6'-81/2) 27-2 138-1 Pe Pv 1.238 CM 3.2600 10.63 0.41 120 0.000162 4-4 Pt 0.001 153 154 15-0 15-0 0.72 58.693 58.693 Flow (q) from Route 35 4-4 Pe Pv CM 3.2600 11.71 0.45 120 0.000193 1-9 Pf 0.000 154 155 15-0 15-0 1.08 58.693 58.694 Flow (q) from Route 46 1-9 Pe Pv Route 35 ..... CM 3.2600 1.32 0.05 120 0.000003 1-0 Pt 0.000 151 152 15-21/2 15-21/2 1.32 58.602 58.602 Flow (q) from Route 45 1(20-2) 20-2 21-2 Pe Pv CM 3.2600 0.72 0.03 120 0.000001 20-11 Pt 0.000 152 153 15-21/2 15-0 58.602 58.693 P0(20-2) 20-2 41-1 Pe Pv 0.090 Route 36 ..... CM 4.2600 108.91 2.45 120 0.003251 2-7% Pt 0.009 218 1812 29-5% 29-6% 25.80 52.290 52.263 Flow (q) from Route 1 2-7% Pe Pv -0.036 CM 4.2600 97.64 2.20 120 0.002656 10-5 Pt 0.028 1812 1741 29-61/2 29-10 52.263 52.147 10-5 Pe Pv -0.143 CM 4.2600 87.77 1.98 120 0.002181 9'-2 Pt 0.020 1741 217 29-10 30-1% 52.147 52.041 9'-2 Pe Pv -0.126 CM 4.2600 78.89 1.78 120 0.001790 5-10% Pt 0.011 217 1597 30-1% 30-4 52.041 51.967 5-10% Pe Pv -0.085 CM 4.2600 70.68 1.59 120 0.001461 5-9 Pt 0.008 1597 1543 30-4 30-6% 51.967 51.879 5-9 Pe Pv -0.096 CM 4.2600 63.17 1.42 120 0.001187 10-5 Pt 0.012 1543 216 30-61/2 30-111/2 51.879 51.716 10,-5 Pe Pv -0.175 CM 4.2600 56.55 1.27 120 0.000967 10-4 Pt 0.010 216 215 30-111/2 31-2% 51.716 51.625 10-4 Pc Pv -0.102 RN 2.0670 5.82 0.56 120 0.000487 1-11/2 Pt 0.010 215 252 31-21/2 32-31/2 51.625 51.153 P0(10-a) T(11 0'-0) 20-0 21-1% Pe Pv -0.482 BL 2.1570 5.82 0.51 120 0.000396 135-5 Pt 0.058 252 251 32-3% 32-0 51.153 51.347 T(12'-3%) 12-31/2 147-81/2 Pe Pv 0.135 RN 2.0670 5.82 0.56 120 0.000487 1,-0 Pt 0.005 251 158 32-0 31-0 51.347 51.785 P0(10-a) 10-0 11,-0 Pe PV 0.433 Route 37 ..... CM 4.2600 50.73 1.14 120 0.000791 10-41/2 Pt 0.008 215 214 31-2% 31-3% 5.82 51.625 51.602 Flow (q) from Route 36 10-4% Pe Pv -0.031 CM 4.2600 45.65 1.03 120 0.000651 4'-2 Pf 0.003 214 1171 31-31/2 31-3% 51.602 51.592 4-2 Pe Pv -0.012 CM 4.2600 33.33 0.75 120 0.000364 6-31/2 Pt 0.002 1171 1047 31-3% 31-4 51.592 51.581 6-31/2 Pe Pv -0.013 CM 4.2600 28.75 0.65 120 0.000277 10-5 Pt 0.003 1047 885 31-4 31-4 51.581 51.575 10-5 Pc Pv -0.009 1A,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 2/5/2021 1:45:37PM Page 13 1111 Hydrau1ic Analysis Job Number: 20-362-02 • Report Description: Ordinary Group II - Lab 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 24.47 0.55 120 0.000205 9-7 Pf 0.002 885 213 31-4 314h/2 51.575 51.569 9-7 Pe Pv -0.008 CM 4.2600 21.75 0.49 120 0.000165 1-5 Pt 0.000 213 246 3141/2 3141/2 51.569 51.568 1-5 Pe Pv -0.001 CM 4.2600 18.88 0.43 120 0.000127 9-81/2 Pt 0.001 246 245 31-4% 31-4% 51.568 51.561 9-8% Pe Pv -0.008 RN 2.0670 3.88 0.37 120 0.000231 0-11 Pt 0.005 245 248 31-4% 32-3% 51.561 51.171 P0(10-0) T(1 0'-O) 20-0 20-11 Pe Pv -0.395 BL 2.1570 3.88 0.34 120 0.000187 13551/2 Pt 0.028 248 247 32-3% 31-8% 51.171 51.464 T(12-31/2) 12-3% 14791/2 Pc Pv 0.265 RN 2.0670 3.88 0.37 120 0.000231 1-0 Pt 0.003 247 238 31-8% 30-8 51.464 51.905 P0(10-0) 10-0 11'0 Pe Pv 0.439 CM 4.2600 18.88 0.43 120 0.000127 10-31/2 Pf 0.001 238 767 30-8 30-8 15.00 51.905 51.906 Flow (q) from Route 48 10-3% Pe Pv -0.000 CM 4.2600 24.47 0.55 120 0.000205 10-5 Pf 0.002 767 897 30-8 30-8 5.59 51.906 51.908 Flow (q) from Route 38 10-5 Pc Pv -0.000 CM 4.2600 28.75 0.65 120 0.000277 10-5 Pt 0.003 897 1061 30-8 30-8 4.28 51.908 51.911 Flow (q) from Route 49 10-5 Pc Pv -0.000 CM 4.2600 33.33 0.75 120 0.000364 6-4 Pt 0.002 1061 156 30-8 30-8 4.59 51.911 51.913 Flow (q) from Route 51 6-4 Pc Pv -0.000 -Route 38 ..... RN 2.0670 2.72 0.26 120 0.000119 0-11% Pf 0.002 213 212 31-4% 32-31/2 51.569 51.163 P0(10-0) T(1 0'-O) 20-0 20-11% Pc Pv -0.408 BL 2.1570 2.72 0.24 120 0.000097 102-4 Pt 0.013 212 769 32-3% 31-71/2 51.163 51.472 4fE(4-31/2), E(6'-2), 1(12-3%) 35-8% 138-0 Pc Pv 0.295 BL 2.1570 5.59 0.49 -120 0.000367 33-11% Pf 0.017 769 766 31-7% 31-8% 2.87 51.472 51.462 Flow (q) from Route 74 1(12-3%) 1231/2 46-3 Pc Pv -0.027 RN 2.0670 5.59 0.53 120 0.000452 1-0 Pt 0.005 766 767 31-8% 30-8 51.462 51.906 P0(10-0) 10-0 11-0 Pc Pv 0.438 Route 39 ..... BL 2.1570 9.80 0.86 120 0.001038 44% Pt 0.005 285 235 13-2 13-2 20.67 40.710 40.715 Flow (q) from Route 28 4-4% Pc Pv BL 1.3800 9.80 2.10 120 0.009140 65-2 Pf 0.650 235 234 13-2 13-2 40.715 41.365 P0(6-0) 6-0 71-2 Pc Pv BL 2.1570 9.80 0.86 120 0.001038 12-0 Pt 0.012 234 233 13-2 13-2 41.365 41.377 12-0 Pc Pv =...... Route 40 ..... BL 2.1570 23.04 2.02 120 0.005050 7-3 0.037 277 279 13-2 13-2 5.49 35.120 35.156 Flow (q) from Route 19 7-3 ~Pvf Route 41 ..... BL 2.1570 16.79 1.47 120 0.002813 8-5% Pt 0.024 275 276 13-2 13-2 10.40 31.855 31.879 Flow (q) from Route 10 8-51/2 Pc Pv =...... Route 42 ..... BL 2.1570 5.29 0.46 120 0.000332 11-4 Pt 0.004 259 268 13-2 13-2 20.71 29.486 29.490 Flow (q) from Route 1 11-4 Pc Pv Route 43 ..... %, © M.E.P.CAD, Inc. EfljAutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 14 ~J&ydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings CM 3.2600 12.32 0.47 120 0.000212 1171 149 31-3% 17-101/2 51.592 57.435 P0(20-2) 2E(9-5) =. .... .Route 44 ..... BL 2.1570 0.61 0.05 120 0.000006 152 211 15-2% 15-21/2 58.602 58.603 T(1 2'-31A) 1(12-3%) =...... Route 45 ..... BL 1.6820 1.32 0.19 120 0.000086 150 151 15-8 15-21/2 2.41 58.391 58.602 Flow (q)from Route 47 3E(4'-111/2) Route 46 ..... BL 1.6820 1.08 0.16 120 0.000059 150 154 15-8 15-0 2.41 58.391 58.693 Flow (q) from Route 47 2T(9'-11), 2E(4'-111/2), P0(9-il = ..... Route 47 ..... BL 1.6820 2.41 0.35 120 0.000260 149 150 17-10% 15-8 12.32 57.435 58.391 P0(9-11), Flow (q) from Route 43 E(4'-11%),T(9-11) Route 48 ..... RN 2.0670 3.72 0.36 120 0.000213 475 476 31-8% 30-8 3.72 51.462 51.903 Flow (q) from Route 65 P0(10-0) CM 4.2600 11.22 0.25 120 0.000049 476 557 30-8 30-8 7.50 51.903 51.904 Flow (q) from Route 54 CM 4.2600 15.00 0.34 120 0.000083 557 30-8 3.78 51.904 Flow (q) from Route 50 238 30-8 51.905 Route 49 ..... RN 2.0670 4.28 0.41 120 0.000276 896 31-81/2 4.28 51.467 Flow (q) from Route 66 897 30-8 51.908 P0(10-a) Route 50 ..... RN 2.0670 3.78 0.36 120 0.000220 556 31-81/2 3.78 51.463 Flow (q) from Route 57 557 30-8 51.904 po(10'0) Route 51 ..... RN 2.0670 4.59 0.44 120 0.000314 1060 31-8% 4.59 51.469 Flow (q) from Route 56 1061 30-8 51.911 P0(10-0) Route 52 ..... RN 2.0670 9.86 0.94 120 0.001293 1753 1742 30-7% 29-7% 9.86 51.993 52.440 Flow (q)from Route 69 P0(10-0) =...... Route 53 ..... RN 2.0670 11.27 1.08 120 0.001656 1834 1813 30-4 29-4 11.27 52.147 52.598 Flow (q)from Route 70 P0(10-0) Route 54 ..... RN 2.0670 3.81 0.36 120 0.000223 241 31-111/2 3.81 51.341 Flow (q) from Route 58 240 30-11% 51.776 P0(10-a) CM 4.2600 3.81 0.09 120 0.000007 240 30-111/2 51.776 239 30-8 51.903 CM 4.2600 7.50 0.17 120 0.000023 239 30-8 3.69 51.903 Flow (q) from Route 63 476 30-8 51.903 Route 55 ..... RN 2.0670 6.62 0.63 120 0.000619 249 31-10 6.62 51.420 Flow (q) from Route 68 159 30-10 51.859 P0(10-0) Route 56 ..... RN 2.0670 4.59 0.44 120 0.000314 1047 31-4 51.581 P0(10-0) 1075 32-4 51.157 P0(1 0-a) Job Number: 20-3562-02 un: urainary uroup II - LdO area Length Pressure Eq. Length Summary Total Length 28-3% Pt 0.014 38-11% Pc 5.829 67-3 Pv 4-10 Pf 0.000 24-7% Pc 29-5% Pv 127-0 Pf 0.012 14-10 Pc 0.199 141-10 Pv 180-5 Pt 0.013 39-7 Pc 0.289 220-0 Pv 3-31/2 Pt 0.007 24-9 Pc 0.949 28-0% Pv 1-0 Pt 0.002 10-0 Pe 0.439 11-0 Pv 10-21/2 Pt 0.000 Pc 10-2% Pv 10-21/2 Pt 0.001 Pc 10-2% Pv 1,-0 Pt 0.003 10,-0 Pc 0.438 11,-a Pv 1-0 Pf 0.002 10-0 Pc 0.439 11,-a Pv 1,-0 Pt 0.003 10,-0 Pc 0.438 11,-a Pv 1,-0 Pf 0.014 10-0 Pc 0.433 11,-a Pv 11-0 Pt 0.018 10,-0 Pc 0.433 11-0 Pv 1,-0 Pf 0.002 10,-0 Pc 0.433 11,-a Pv 10-3 Pf 0.000 Pc 0.127 10-3 Pv 10-2% Pt 0.000 Pc 10-2% Pv 1-0 Pt 0.007 10,-0 Pc 0.432 11-0 Pv 1,-0 Pvf 0.007 20-0 -0.431 21-0 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 2/5/2021 1:45:37PM Page 15 1111 Hydrau1ic Analysis Job Number: 20-362-2 Report Description: Ordinary Group II - Lab 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 2.1570 4.59 0.40 120 0.000255 13551/2 P1 0.038 1075 1060 32-4 31'-8V2 51.157 51.469 T(12-31h) 1231/2 147-9 Pe Pv 0.274 Route 57 ..... CM 4.2600 15.00 0.34 120 0.000083 1021/2 P1 0.001 245 544 314h/2 31-5 3.88 51.561 51.552 Flow (q) from Route 37 10-2% Pe Pv -0.009 RN 2.0670 3.78 0.36 120 0.000220 0-11 Pf 0.005 544 571 31-5 32-4 51.552 51.153 P0(10-a) P0(10-a) 20-0 20-11 Pe Pv -0.404 BL 2.1570 3.78 0.33 120 0.000178 13551/2 1 Pt 0.026 571 556 32-4 3181/2 51.153 51.463 T(12'-31/2) 12-3% 147'-9'/2 Pe Pv 0.283 =. ..... Route 58 ..... CM 4.2600 11.22 0.25 120 0.000049 1021/2 Pf 0.000 544 462 31-5 31-5 3.78 51.552 51.544 Flow (q) from Route 57 10-2% Pe Pv -0.009 CM 4.2600 7.50 0.17 120 0.000023 10-3 Pf 0.000 462 244 31-5 3151,4 51.544 51.535 10-3 Pe Pv -0.009 CM 4.2600 3.81 0.09 120 0.000007 10-21/2 Pt 0.000 244 243 3151/2 31-51/2 51.535 51.527 P0(26-4) 26-4 36-6'/2 Pe Pv -0.009 RN 2.0670 3.81 0.36 120 0.000223 1-0 Pf 0.002 243 242 3151/2 32-51/2 51.527 51.099 T(10-0) 10-0 11'-0 Pe Pv -0.430 BL 2.1570 3.81 0.33 120 0.000181 135-5 Pf 0.027 242 241 32-5% 31.111/2 51.099 51.341 T(12-3%) 12-31/2 147'-8'/ Pe Pv 0.215 - Route 59 ..... CM 4.2600 13.58 0.31 120 0.000069 10-51/2 Pf 0.003 1946 219 29-6% 29-8 12.23 52.244 52.196 Flow (q) from Route 1 P0(26-4) 264 36-91/2 Pe Pv -0.050 RN 2.0670 13.58 1.30 120 0.002337 1-0 Pt 0.026 219 220 29-8 30-8 52.196 51.789 1(10-0) 10-0 11'0 Pe Pv -0.434 BL 2.1570 13.58 1.19 120 0.001899 135-51/2 Pf 0.281 220 221 30-8 30-2% 51.789 52.275 T(12-31/2) 12-3% 147-9 Pc Pv 0.206 RN 2.0670 13.58 1.30 120 0.002337 0-9 Pt 0.025 221 161 30-2'/2 29'-5'/2 52.275 52.620 P0(10-0) 10-0 10-9 Pe Pv 0.320 Route 60 ..... RN 2.0670 7.51 0.72 120 0.000782 0-11 Pt 0.016 1543 1578 30-61/2 31-6 51.879 51.492 P0(10-0) T(10-0) 20-0 20-11 Pc Pv -0.403 BL 2.1570 7.51 0.66 120 0.000635 135-6 Pt 0.094 1578 1568 31-6 31-3 51.492 51.695 T(12'-3'/2) 12-3% 147-9% Pc Pv 0.109 RN 2.0670 7.51 0.72 120 0.000782 1-0 Pf 0.009 1568 1544 31-3 30-3 51.695 52.140 P0(10-0) 10-0 11-0 Pc Pv 0.437 Route 61 ..... RN 2.0670 8.88 0.85 120 0.001066 1 1-0% Pt 0.012 253 160 30'-11'/2 29-11 8.88 51.839 52.305 Flow (q) from Route 71 P0(10-0) 10-0 1101/2 Pe Pv 0.455 Route 62 ..... RN 2.0670 5.08 0.49 120 0.000379 1-0 Pf 0.004 254 157 31-81/2 30-8 5.08 51.473 51.916 Flow (q) from Route 67 P0(10-0) 10-0 11-0 Pc Pv 0.438 Route 63 ..... RN 2.0670 3.69 0.35 120 0.000210 1,-a Pf 0.002 256 239 31-8% 30-8 3.69 51.462 51 .903 Flow (q) from Route 64 P0(10-0) 10-0 11,-a Pe Pv 0.439 Route 64 ..... RN 2.0670 3.69 0.35 120 0.000210 0-111/2 Pt 0.004 244 257 31-51/2 32-5 51.535 51.119 P0(10-0) T(10-0) 20-0 20-11% Pc Pv -0.420 , © M.E.P.CAD, Inc. 1AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 16 11hydraulic Analysis Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grouo II - Lab 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 2.1570 3.69 0.32 120 0.000171 135-51/2 Pt 0.025 257 256 32-5 3181/2 51.119 51.462 T(12-31/2) 12-3% 147-9 Pe Pv 0.318 =...... Route 65 ..... RN 2.0670 3.72 0.36 120 0.000213 0-11% Pf 0.004 462 489 31-5 324h/z 51.544 51.136 P0(10-0) T(10-0) 20-0 20111/z Pe Pv -0.413 BL 2.1570 3.72 0.33 120 0.000173 13551/2 Pt 0.026 489 475 3241/2 31-8% 51.136 51.462 T(12-3%) 12-31/2 14791/z Pe Pv 0.301 Route 66 ..... RN 2.0670 4.28 0.41 120 0.000276 0-11% Pt 0.006 885 909 31-4 324 51.575 51.160 P0(10-0) P0(10-0) 20-0 20-111/2 Pe Pv -0.421 BL 2.1570 4.28 0.38 120 0.000224 135-5% Pt 0.033 909 896 324 31-81/2 51.160 51.467 T(12-3%) 12-31/2 147-9% Pe Pv 0.273 Route 67 ..... RN 2.0670 5.08 0.49 120 0.000379 1-01/2 Pt 0.008 214 255 31-31/2 32-3% 51.602 51.163 P0(10-0) T(10-0) 20-0 21-01/2 Pe Pv -0.447 BL 2.1570 5.08 0.45 120 0.000308 135-51/2 Pf 0.045 255 254 32-3% 31-81/2 51.163 51.473 T(12-31/2) 12-31/2 147-9 Pe Pv 0.265 Route 68 ..... RN 2.0670 6.62 0.63 120 0.000619 0-101/2 Pt 0.013 216 250 30-111/2 31-10 51.716 51.346 P0(10-0) T(10-0) 20-0 20-10% Pe Pv -0.383 BL 2.1570 6.62 0.58 120 0.000503 135-5 Pt 0.074 250 249 31-10 31-10 51.346 51.420 T(12-3%) 12-3% 147-9 Pe Pv -0.000 Route 69 ..... RN 2.0670 9.86 0.94 120 0.001293 1-0% Pt 0.027 1741 1762 29-10 30-101/2 52.147 51.724 P0(10-0) T(10-0) 20-0 21-0% Pe Pv -0.451 BL 2.1570 9.86 0.87 120 0.001051 135-6 Pf 0.155 1762 1753 30-101/2 30-71/2 51.724 51.993 T(12-31/2) 12-31/2 147-10 Pe Pv 0.114 Route 70 ..... RN 2.0670 11.27 1.08 120 0.001656 1-1 Pt 0.035 1812 1843 29-61/2 30-7 52.263 51.834 P0(10-0) T(10-0) 20-0 21-1 Pe Pv -0.463 BL 2.1570 11.27 0.99 120 0.001346 135-61/2 Pt 0.199 1843 1834 30-7 30-4 51.834 52.147 T(12-3%) 12-31/2 147-10 Pe Pv 0.114 Route 71 ..... BL 2.1570 8.88 0.78 120 0.000866 1 136-7 Pt 0.145 217 253 30-1% 30-111/2 52.041 51.839 P0(12-3%) E(6'-2), T(12-31/2) 30-9 167-4 Pe Pv -0.348 =. ..... Route 72 ..... RN 2.0670 8.21 0.78 120 0.000921 1-1 Pt 0.010 1610 1596 31-1% 30-1 8.21 51.748 52.221 Flow (q)from Route 73 P0(10-U) 10-0 11-1 Pe Pv 0.462 Route 73 ..... RN 2.0670 8.21 0.78 120 0.000921 1-01/2 Pt 0.015 1597 1630 30-4 31-41/2 51.967 51.529 P0(10-0) E(5'-O) 15-0 16-0% Pe Pv -0.453 BL 2.1570 8.21 0.72 120 0.000749 135-6 Pt 0.111 1630 1610 31-41/2 31-1% 51.529 51.748 T(12-3%) 12-31/2 147-91/2 Pe Pv 0.108 - ..... Route 74 ..... RN 2.0670 2.87 0.27 120 0.000132 0-11 Pt 0.003 246 258 31-4% 32-3% 51.568 51.167 P0(10-0) T(1 0'-O) 20-0 20-11 Pe Pv -0.403 BL 2.1570 2.87 0.25 120 0.000107 102-11/2 Pt 0.013 258 769 32-31/2 31-71/2 51.167 51.472 E(6-2), 1(12-31/2) 18-51/2 120-7 Pe Pv 0.292 © M.E.P.CAD, Inc. ill AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 17 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 Iffijl-lydraulic Analysis u- Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K-Factor Pt Upstream Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I Actual Inside Diameter 4.67 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor .Inh Niimhr 90-6;9-n eport uescrlpl;on: urainary uroup II - aoprea Friction Loss Length Pressure Pn Fittings Eq. Length Summary Total Length C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11 V4° 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 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 WirE Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:45:37PM Page 18 11kyrdraulic Overview FJo—bNurnber: 20-3562-02 Report Description: Ordinary Group II- Manufacturinq Area) Job Job Nansber Design Engines, 20-3562-02 Mitchell Struck Job Nam: MMS2 THERMO FISHER EXPANSION Phone FAX Address I 5791 VAN ALLEN WAY State Ceysfioadorol..leoneo Nun/ben Addnesag CARLSBAD, CA 92008 AHJ Add— 3 Job Site/Building System Density Anna of Application 0.200gpm/ft2 2500.00ft2 (Actual 2516.54ft2) Most Demanding Sprinkler Data Hose Stnounns 5.6 K-Factor 26.00 at 21.556 250.00 C000nago Per Sprinkler Nu bar OtSp,lnkto,s Calculated 130.00ft2 39 System Presou,e Damend System FlOe Demand 102.497 1100.81 Total Demand PneSSuno Result 1350.81 @ 102.497 +14.370 (12.3%) Supplies Check Point Gauges Node Name Flow(pm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 2750.00 250.00 118.800 111.600 MMS2 With 3D Struct Water Supply at Node 1(2750.00, 250.00, 118.800, 111.600) 150 120- Static Pressure 118.800........_... @ 111.600 , = 105-, 0.81 102.497 1350.81 with hose streams MI .90 110 CL 75. 60- S stem demand curve- 45. 111 - 30- -F 15- 0 —IiliLJiiJiULIIUiL.W.LLLL .WJJJ.0 JJJjJJj ItIIltlH _______ bog6 °P65?200 2750 3300 3850 4400 4950 5500 Water flow, gpm ,©M.E.P.CAD, Inc. JAutoSPRINK2018v14.4.5.0 2/5/2021 1:36:00PM Page 1 1111 Hydrau1ic Summary nyU Job Number: 20-36242 Reoort DescriDtion: Ordinary Grouo II - Manufacturina Area Job Job Number 20-3562-02 Design Engineer Mitchell Struck Job Names MMS2 THERMO FISHER EXPANSION State Carbficauoedicence Number Address I 5791 VAN ALLEN WAY AHJ Address 2 CARLSBAD, CA 92008 Job Sito1801djflg Address 3 StreamS NOrma MMS2 With 3D Struct System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 26.00 at 21.556 000cmpormcy Ordinary Group II - Manufacturing Area Job Suffix Hose riutowanca At Source 250.00 Density 0.200gpm/ft2 Adea of Application 2500.00ft2 (Actual 2516.54ft2) Additional Hose Supplies Node Flow(arm) Number Of Sprinklers Catocmtatad 39 Coverage Per Sprinkler 130.00ft2 Total Hose Streams 250.00 System Flow Demand 1100.81 Tarot Wafer Required (Including H050rilt000noo) 1350.81 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 24.83 between nodes 149 and 148 Matomunc VelocIty Under Ground 7.56 between nodes 3 and 4 Volume oopaoty of Wet Pipes 5253.00gal Volume rapacity, of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow ' (gpm) Available (psi) @ Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 118.800 111.600 2750.00 1 116.867 1350.81 102.497 14.370 Contractor Coneaocom Number Contact Name Contact flue Name of Conesetor Phone Extension Add— I FAX Addmsso2 E.mnait Address 3 Web-SIte 1 tiri©ME1CAt)r Inc. Vjfi AutoSPRlNK2018v14.4.5.0 2/5/2021 1:36:03PM Page HydrauIic Graph Job Number: 20-3562-02 UIF Report Description: Ordinary Group Ii - Manufacturing Are Water Supply at Node I 150— 120 - Static Pressure 118.800- 2750.00 111 600 105— —1100.81 @ 102.49 1350.81 with hose streams 90 In - CL 60— System demand curve 30- 15— 0.... LLIJ.1.LLt.1.1.I.i.1.1.i..1111hhhhhhhhhhhh1 111111111 111111111 111111111 111111111 II 111111 0550 1100 1650 2200 2750 3300 3850 4400 gso 5500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stalls: P- 118.800 Residual: Pressure 111.600 @2750.00 Available Pressure at ltnte 01 Tact 116.867 @ 1350.81 System Derrrar!d 102.497 @ 1100.81 seslemoamardllr000iegHesapjssarceatsoursa) 102.497 @ 1350.81 ©M.E.P.CAD, Inc. IS AutoSPRINK2018v14.4.5.0 2/5/2021 1:36:04PM Page 3 I Summary Of Outfiowing Devices Job Number: 20-362-0 Reoort Descriotion: Ordinary Grouo II - Manufacturino Area Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 2001 28.26 26.00 5.6 25.462 Sprinkler 2002 27.13 26.00 5.6 23.479 Sprinkler 2003 26.67 26.00 5.6 22.687 Sprinkler 2004 26.74 26.00 5.6 22.809 Sprinkler 2005 28.91 26.00 5.6 26.645 Sprinkler 2006 29.33 26.00 5.6 27.434 Sprinkler 2007 29.00 26.00 5.6 26.826 Sprinkler 2008 29.43 26.00 5.6 27.623 Sprinkler 2009 29.20 26.00 5.6 27.195 c Sprinkler 2010 26.00 26.00 5.6 21.556 Sprinkler 2011 28.58 26.00 5.6 26.043 Sprinkler 2012 26.08 26.00 5.6 21.690 Sprinkler 2013 28.69 26.00 5.6 26.253 Sprinkler 2014 26.62 26.00 5.6 22.592 Sprinkler 2015 28.23 26.00 5.6 25.421 Sprinkler 2016 28.35 26.00 5.6 25.626 Sprinkler 2017 28.05 26.00 5.6 25.088 Sprinkler 2018 27.14 26.00 5.6 23.480 Sprinkler 2019 28.76 26.00 5.6 26.381 Sprinkler 2020 27.41 26.00 5.6 23.961 Sprinkler 2021 29.01 26.00 5.6 26.835 Sprinkler 2022 28.75 26.00 5.6 26.351 Sprinkler 2023 29.07 26.00 5.6 26.944 Sprinkler 2024 28.82 26.00 5.6 26.493 Sprinkler 2025 27.99 26.00 5.6 24.981 Sprinkler 2026 28.06 26.00 5.6 25.101 Sprinkler 2027 27.57 26.00 5.6 24.244 Sprinkler 2028 27.96 26.00 5.6 24.922 Sprinkler 2029 27.95 26.00 5.6 24.907 Sprinkler 2030 28.59 26.00 5.6 26.066 Sprinkler 2031 27.65 26.00 5.6 24.371 Sprinkler 2032 28.93 26.00 5.6 26.683 Sprinkler 2033 27.76 26.00 5.6 24.573 Sprinkler 2034 29.06 26.00 5.6 26.927 Sprinkler 2035 28.56 26.00 5.6 26.002 Sprinkler 2036 28.67 26.00 5.6 26.218 Sprinkler 2037 28.77 26.00 5.6 26.389 Sprinkler 2038 29.10 26.00 5.6 27.010 Sprinkler 2039 29.95 26.00 5.6 28.606 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. fli AutoSPRINK2018v14.4.5.0 2/5/2021 1:36:11PM Page 11hode Analysis Job Number: 20-3562-02 Renort Descriotion: Ordinary Grouo II - Manufacttjrina Area Node Elevation(Foot) Fittings Pressure(psi) Discha;ge(gprn) 1 -1-0 S 102.497 1100.81 2001 17-0 Spr(-25.462), fd(37'-O) 25.462 28.26 2002 12-6 Spr(-23.479), fd(37'-O) 23.479 27.13 2003 10-0 Spr(-22.687), fd(37'-O) 22.687 26.67 2004 10,-0 Spr(-22.809), fd(37'-o) 22.809 26.74 2005 17-0 Spr(-26.645), fd(37'-O) 26.645 28.91 2006 17-0 _S -27,434), fd(37'-O) 27.434 29.33 2007 17-0 Spr(-26.826), fd(37'-O) 26.826 29.00 2008 17-0 Spr(-27.623), fd(37'-O) 27.623 29.43 2009 17-0 Spr(-27.195), fd(37'-O) 27.195 29.20 2010 10.-0 Spr(-21.556), fd(37'-O) 21.556 26.00 2011 10.-0 Spr(-26.043), fd(37'-U) 26.043 28.58 2012 10-0 Spr(-21.690), fd(37'-O) 21.690 26.08 2013 10,-0 Spr(-26.253), fd(37'-O) 26.253 28.69 2014 12-6 Spr(-22.592), fd(37'-O) 22.592 26.62 2015 10,-0 Spr(-25.421), fd(37'-O) 25.421 28.23 2016 10,-0 Spr(-25.626), fd(37'-U) 25.626 28.35 2017 10,-0 Spr(-25.088), fd(37'-O) 25.088 28.05 2018 14-0 Spr(-23.480), fd(37'-U) 23.480 27.14 2019 10,-0 Spr(-26.381), fd(37'-O) 26.381 28.76 2020 14-0 Spr(-23.961), fd(37'-U) 23.961 27.41 2021 10-0 Spr(-26.835), fd(37'-U) 26.835 29.01 2022 10,-0 Spr(-26.351), fd(37'-U) 26.351 28.75 2023 10,-0 Spr(-26.944), fd(37'-O) 26.944 29.07 2024 10,-0 Spr(-26.493), fd(37'-U) 26.493 28.82 2025 10,-0 Spr(-24.981), fd(37'-O) 24.981 27.99 2026 10,-0 Spr(-25.101), fd(37'-U) 25.101 28.06 2027 10,-0 Spr(-24.244), fd(37'-O) 24.244 27.57 2028 10,-0 Spr(724.922), fd(37'-U) 24.922 27.96 2029 10,-0 Spr(-24.907), fd(37'-O) 24.907 27.95 2030 10,-0 Spr(-26.066), fd(37'-O) 26.066 28.59 2031 10-0 Spr(-24.371), fd(37'-U) 24.371 27.65 2032 10,-0 Spr(-26.683), fd(37'-O) 26.683 28.93 2033 10,-0 Spr(-24.573), fd(37'-O) 24.573 27.76 2034 10,-0 Spr(-26.927), fd(37'-U) 26.927 29.06 2035 10,-0 Spr(-26.002), fd(37'-O) 26.002 28.56 2036 14-0 Spr(-26.218), fd(37'-O) 26.218 28.67 2037 14-0 Spr(-26.389), fd(37'-O) 26.389 28.77 2038 10,-0 Spr(-27.010), fd(37'-O) 27.010 29.10 2039 10-0 Spr(-28.606), fd(37'-O) 28.606 29.95 2 4-0 LtE(22'-01h) 102.399 3 -3-0 LtE(16'-7) 93.660 4 -3-0 90.722 5 0-6 88.925 6 12-6 P0(26-4) 83.322 7 29-7 E(13'-2) 75.449 8 -3-0 91.716 9 0-6 90.198 147 18-2 P0(5-U) 35.323 148 18-2 P0(9-11) 39.372 149 17-1Y2 P0(9-1I) 43.665 150 15-8 T(9'-ll) 45.777 151 15'21,4 T(16'-5114) 47.684 152 15'-2Y2 T(20'-2) 47.685 153 15-0 P0(20-2) 47.771 154 15-0 P0(9-11) 48.480 155 15-0 P0(9-11) 48.792 156 30-8 P0(20-2) 57.938 157 30'-8 P0(1 0-U) 58.243 158 31-0 P0(10-0) 58.928 159 30-10 P0(1 0-U) 59.859 160 29-11 P0(1 0-U) 62.420 ,©M.E.P.CAD, Inc. JAutoSPRINK 2018 04.4.5.0 2/5/2021 1:36:12PM Page 5 1111 Node Analysis Job Number: 20-362-02 Renort Descriotion: Ordinary Gratin II - ManufatLJrino Area Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 161 2951/z P0(10-0) 68:385 162 18-2 P0(5-0) 31.946 163 18-2 P0(5-0) 33.364 164 18-2 P0(9-11) 36.958 165 15-0 P0(9-11) 37.977 166 15-0 P0(9-il) 37.977 167 . 15-0 P0(9-li) 37.989 168 15-0 P0(9-11) 38.019 169 15-0 P0(9-li) 38.361 170 15-0 P0(9-11) 39.266 171 15-0 P0(9-11) 39.373 172 18-2 P0(5-0) 30.347 173 18-2 P0(5-0) 30.525 174 18-2 P0(5-0) 36.950 175 18-2 P0(5-0) 37.199 176 18-2 P0(9-11) 38.261 177 18-2 P0(9-11) 37.528 178 18-2 P0(9-11) 36.986 179 18-2 P0(5-0) 38.035 180 18-2 P0(5-0) 38.294 181 18-2 P0(5-0) 37.706 182 15-0 P0(5-0) 29.254 183 15-0 P0(5-0) 29.445 184 15-0 P0(5-0) 30.783 185 15-0 P0(5-0) 34.037 186 18-2 P0(5-0) 34.742 187 18-2 P0(5-0) 35.042 188 18-2 P0(5-0) 33.848 189 18-2 P0(5-0) 34.142 190 18-2 P0(5-0) 35.226 191 15-0 P0(5-0) 33.112 192 15-0 P0(5-0) 33.152 193 15-0 P0(5-0) 33.783 194 15-0 P0(5-0) 34.095 195 18-2 P0(5-0) 35.893 196 18-2 P0(5-0) 36.048 197 18-2 P0(5-0) 35.326 198 18-2 P0(5-0) 35.531 199 15-0 P0(5-0) 34.029 200 15-0 P0(5-0) 34.199 201 15-0 P0(5-0) 35.431 202 15-0 P0(5-0) 33.145 203 15-0 P0(5-0) 33.311 204 15-0 P0(5-0) 35.452 205 15,-0 P0(5-0) 36.485 206 15-0 P0(5-0) 36.657 207 15-0 P0(5-0) 36.427 208 15-0 P0(5-0) 36.663 209 15-0 P0(5-0) 36.888 210 15,-0 P0(5-0) 38.941 211 1521,4 T(1 2'-3Y2) 47.789 212 32-3% 1(10-0) 56.889 213 3141/. P0(10-0) 57.277 214 31-31/. P0(10-0) 57.494 215 3121/z P0(10-0) 58.069 216 30-111/. P0(10-0) 58.673 217 30-1% P0(12-3%) 59.896 218 29-5% fT(21'-l) 60.694 219 29-8 P0(26-4) 60.693 220 30-8 T(1 0'-O) 60.849 221 30-2% T(12'-3%) 67.489 222 28-3 1 61.307 , © M.E.P.CAD, Inc. JAutoSPRINK 2018 04.4.5.0 2/5/2021 1:36:12PM Page 6 Node Analysis Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grouo II - Manufacturina Area Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 223 31-2'/2 P0(26-4) 60.298 224 32-21/. 1 T(10-0) 61.003 225 13-2 1 P0(6-0) 77.485 226 13-2 1 82.022 227 12-6 P0(12-3','2) 83.087 228 12-6 P0(12-3%) 83.090 229 12-6 P0(12-3%) 83.101 230 12-6 P0(12-31/.) 83.123 231 29-1'/ 60.903 232 13-2 P0(6-0) 78.052 233 13-2 P0(12-3%) 78.584 234 13-2 P0(12-31/.) 78.801 235 13-2 82.199 236 13-2 82.146 237 13-2 1 82.107 238 30-8 P0(10-0) 57.869 239 30-8 P0(10-0) 57.856 240 30-111/2 P0(10-0) 57.729 241 31-111/2 T(12'-3%) 57.277 242 32-5% T(10-0) 56.848 243 31-51/. P0(26-4) 57.258 244 31-51/2 1 1 P0(10-0) 57.265 245 31-41/2 P0(10-0) 57.279 246 31-41/2 P0(10-0) 57.278 247 31-81/. T(12'-31/.) 57.410 248 32'-31/2 i T(1 0'-O) 56.923 249 31-10 T(12'-3%) 59.344 250 31-10 T(1 0'-O) 58.446 251 32-0 T(12'-3%) 58.439 252 32-3% T(1 0'-O) 57.694 253 30-11% T(12-3%) 61.783 254 31-81/2 T(12-31/2) 57.769 255 32-3% 1(10-0) 57.115 256 31-81/2 T(12-3%) 57.399 257 32-5 T(10-0) 56.880 258 32-31/2 T(1 0'-O) 56.897 462 31-5 P0(10-0) 57.272 475 31-81/2 1 1(12-3%) 57.401 476 30-8 1 P0(10-0) 57.858 489 32-41/2 T(10-0) 56.895 544 31-5 P0(10-0) 57.277 556 31-8% T(12'-3%) 57.404 557 30-8 P0(10-0) 57.862 571 32-4 P0(10-0) 56.910 766 31-81/,. T(12-31/2) 57.401 767 30-8 P0(10-0) 57.879 769 31-7% T(12-3%) 57.291 885 31-4 P0(10-0) 57.270 896 31-81/2 T(12-31/2) 57.434 897 30-8 P0(10-0) 57.896 909 32-4 P0(10-0) 56.895 1047 31-4 P0(10-0) 57.256 1060 31-8% T(12'-3%) 57.453 1061 30-8 P0(10-0) 57.919 1075 32-4 P0(10-0) 56.878 1171 31-31/2 P0(20-2) 57.250 1543 30-61/. P0(10-0) 59.304 1544 30-3 P0(10-0) 61.072 1568 31-3 T(12-31/2) 60.517 1578 31-6 T(10-0) 59.124 1596 30-1 P0(10-0) 61.708 1597 1 30-4 P0(10-0) 1 59.620 (.,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 2/5/2021 1:36:12PM Page 7 111 1 Node Analysis Job Number: 20-3562-02 Renort Descriotion: Ordinary Groun II - Manufacturino Ara Node Elevation(Foot) Fittings Pressure(psi) Discha;ge(gpm) 1610 3111/2 T(12-3%) 61.098 1630 3141/2 E(5-0) 59.382 1741 29-10 P0(10-0) 60.266 1742 2971/z P0(10-0) 63.622 1753 30-71/. T(12-3%) 62.954 1762 30-10% T(10-0) 60.266 1812 29-6% P0(10-0) 60.621 1813 29-4 P0(10-0) 65.127 1834 30-4 T(12-3%) 64.374 1843 30-7 T(1 0'-O) 60.770 1932 30-2 T(12'-31/2) 65.888 1944 30-7% T(10-0) 61.036 1946 29-61/, P0(10-U) 60.685 1947 29-3% P0(10-0) 66.705 1,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:36:12PM Page 8 Hydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Manufacturing Area Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... AO 1.0490 26.00 9.65 120 0.211435 2-8 Pf 9.866 2010 182 10-0 15-0 26.00 5.6 21.556 29.254 Sprinkler, E(2'-0), P0(5-0), fd(37'-O) 44-0 46-8 Pe Pv -2.168 BL 1.6820 26.00 3.75 120 0.021212 9-0 Pf 0.191 182 183 15-0 15-0 29.254 29.445 9-0 Pe Pv BL 1.6820 52.08 7.52 120 0.076689 7-6% Pf 1.337 183 184 15-0 15-0 26.08 29.445 30.783 Flow (q) from Route 2 2E(4'-111/2) 9-11 1751,4 Pe Pv BL 1.6820 78.70 11.36 120 0.164595 9'-101A Pf 3.254 184 185 15-0 15-0 26.62 30.783 34.037 Flow (q) from Route 3 2E(4'-11V2) 9-11 19-9% Pe Pv BL 1.6820 106.65 15.40 120 0.288830 3-91/2 Pf 3.951 185 167 15-0 15-0 27.96 34.037 37.989 Flow (q) from Route 13 P0(9-11) 9-11 13-8 Pe Pv CM 3.2600 144.22 5.54 120 0.020114 1-6 Pf 0.030 167 168 15-0 15-0 37.57 37.989 38.019 Flow (q) from Route 14 1-6 Pe Pv CM 3.2600 254.29 9.77 120 0.057431 5111,4 Pf 0.343 168 169 15-0 15-0 110.07 38.019 38.361 Flow (q) from Route 7 5111/2 Pe Pv CM 3.2600 338.25 13.00 120 0.097360 9-31/2 Pf 0.904 169 170 15-0 15-0 83.96 38.361 39.266 Flow (q)from Route 10 9-3% Pe Pv CM 3.2600 424.80 16.33 120 0.148395 081/2 Pt 0.107 170 171 15-0 15-0 86.54 39.266 39.373 Flow (q) from Route 23 0-8% Pe Pv CM 3.2600 454.75 17.48 120 0.168329 49-101/2 Pf 8.398 171 153 15-0 15-0 29.95 39.373 47.771 Flow (q) from Route 39 49-10'/2 Pe Pv CM 3.2600 448.50 17.24 120 0.164072 4-4 Pt 0.709 153 154 15-0 15-0 47.771 48.480 4-4 Pe Pv CM 3.2600 466.70 17.94 120 0.176607 1-9 Pf 0.312 154 155 15-0 15-0 18.21 48.480 48.792 Flow (q) from Route 53 1-9 Pe Pv CM 3.2600 492.10 18.92 120 0.194800 22-81/2 Pt 15.943 155 156 15-0 30-8 25.40 48.792 57.938 Flow (q) from Route 40 T(20'-2), 2E(9-5), P0(20-2) 59-1% 81-10 Pe Pv -6.798 CM 4.2600 594.72 13.39 120 0.075147 401,4 Pf 0.305 156 157 30-8 30-8 102.62 57.938 58.243 Flow (q) from Route 42 4-0% Pe Pv -0.000 CM 4.2600 610.91 13.75 120 0.078975 10-5 Pf 0.824 157 158 30-8 31-0 16.19 58.243 58.928 Flow (q)from Route 71 10,-5 Pe Pv -0.139 CM 4.2600 631.57 14.22 120 0.083986 10-4 Pf 0.867 158 159 31-0 30-10 20.65 58.928 59.859 Flow (q) from Route 4 10-4 Pe Pv 0.064 CM 4.2600 657.05 14.79 120 0.090361 10-51/2 Pf 0.944 159 1544 30-10 30-3 25.48 59.859 61.072 Flow (q) from Route 62 10-5'/2 Pe Pv 0.268 CM 4.2600 687.94 15.49 120 0.098377 5-9 Pt 0.565 1544 1596 30-3 30-1 30.89 61.072 61.708 Flow (q)from Route 67 5-9 Pe Pv 0.072 CM 4.2600 722.81 16.27 120 0.107801 5-11 Pf 0.637 1596 160 30-1 29-11 34.88 61.708 62.420 Flow (q) from Route 80 5-11 Pe Pv 0.074 CM 4.2600 761.78 17.15 120 0.118800 9-2 Pt 1.088 160 1742 29-11 29-7% 38.97 62.420 63.622 Flow (q) from Route 70 9-2 Pe Pv 0.115 CM 4.2600 806.76 18.16 120 0.132101 - 10-5 Pf 1.374 1742 1813 29-7% 29-4 44.98 63.622 65.127 Flow (q) from Route 59 10,-5 Pe Pv 0.130 CM 4.2600 859.79 19.35 120 0.148612 10-5% Pf 1.553 1813 1947 294 2931/2 53.03 65.127 66.705 Flow (q) from Route 60 1051/2 Pe Pv 0.025 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 2/5/2021 1:36:14PM Page 9 111 Hydraulic Analysis Job Number: 20-362-02 ReDort DescriDtion: Ordinary GrouD II - Manufacturino 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 921.78 20.75 120 0.169039 10-5 Pt 1.758 1947 161 29-31/2 29-5% 61.99 66.705 68.385 Flow (q)from Route 45 10-5 Pe Pv -0.078 CM 4.2600 995.60 22.41 120 0.194932 10-2 Pt 7.114 161 7 29'51/2 29-7 73.82 68.385 75.449 Flow (q) from Route 68 2E(13'-2) 26-4 36-6 Pe Pv -0.050 FR 6.3570 995.60 10.06 120 0.027750 17-1 Pt 0.474 7 6 29-7 12-6 75.449 83.322 17-1 Pe Pv 7.399 FR 6.3570 1100.81 11.13 120 0.033418 12-0 Pt 0.401 6 5 12-6 0-6 105.21 83.322 88.925 Flow (q) from Route 44 12-0 Pe Pv 5.202 UG 8.3900 1100.81 6.39 140 0.006505 1251/z Pf 0.280 5 4 0-6 -3-0 88.925 90.722 E(30'-6%) 30-6% 43-0 Pe Pv 1.517 UG 7.7100 1100.81 7.56 150 0.008641 283-10 Pt 2.938 4 3 -3-0 -3-0 90.722 93.660 PlV(5'-1%), EE(11'-6), E(22'-111/2 ), LtE(16'-7) 56-2 340-0 Pe Pv -0.000 UG 8.3900 1100.81 6.39 140 0.006505 10-0 Pt 8.738 3 2 4-0 4-0 93.660 102.399 T(59'-4%), BFP(-8.000), 2LtE(22' -0%) 103-6 113-6 Pe Pv 0.000 UG 7.7100 1100.81 7.56 150 0.008641 106-71/2 Pt 0.966 2 1 4-0 -11-0 102.399 102.497 GV(5'-l%), S 5-1% 111-9 Pe Pv -0.867 250.00 Hose Allowance At Source 1 1350.81 - ..... Route 2 ..... AO 1.0490 26.08 9.68 120 0.212652 2-8 Pt 9.923 2012 183 10-0 15-0 26.08 5.6 21.690 29.445 Sprinkler, E(2'-O), P0(5-U), fd(37'-O) 44-0 46-8 Pe Pv -2.168 Route ..... DY 1.0490 26.62 9.88 120 0.220818 0,-0 Pt 9.274 2014 184 12-6 15-0 26.62 5.6 22.592 30.783 Sprinkler, PO(5O), td(37'-O) 42-0 42-0 Pe Pv -1.084 Route ..... AO 1.0490 26.67 9.90 - 120 0.221673 6-6 Pt 11.193 2003 172 10-0 18-2 26.67 5.6 22.687 30.347 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 50-6 Pe Pv -3.533 BL 1.6820 26.67 3.85 120 0.022239 8-0 Pt 0.178 172 173 18-2 18-2 30.347 30.525 8-0 Pe Pv BL 1.6820 53.42 7.71 120 0.080371 7-91/2 Pt 1.421 173 162 18-2 18-2 26.74 30.525 31.946 Flow (q)from Route 5 2E(4'-11%) 9-11 17-8 Pe Pv BL 1.6820 80.55 11.63 120 0.171842 8-3 Pt 1.418 162 163 18-2 18-2 27.13 31.946 33.364 Flow (q) from Route 6 8-3 Pe Pv BL 1.6820 108.60 15.68 120 0.298664 2-1% Pt 3.594 163 164 18-2 18-2 28.05 33.364 36.958 Flow (q) from Route 15 p0(9-11) 9-11 12-0% Pe Pv CM 3.2600 213.66 8.21 120 0.041616 0-8 Pt 0.028 164 178 18-2 18-2 105.05 36.958 36.986 Flow (q) from Route 30 0-8 Pe Pv CM 3.2600 271.23 10.43 120 0.064707 8-41/2 Pt 0.541 178 177 18-2 18-2 57.57 36.986 37.528 Flow (q) from Route 25 8-41/2 Pe Pv CM 3.2600 414.65 15.94 120 0.141904 5-2 Pt 0.733 177 176 18-2 18-2 85.35 + 58.08 37.528 38.261 Flow (q) from Route 17 and 32 5-2 Pe Pv CM 3.2600 501.77 19.29 120 0.201934 5-6 Pt 1.111 176 148 18-2 18-2 57.91 + 29.20 38.261 39.372 Flow (q) from Route 29 and 36 5-6 Pe Pv CM 3.2600 646.06 24.83 120 0.322319 5-11 Pt 4.166 148 149 18-2 17-101/2 85.53 + 58.76 39.372 43.665 Flow (q) from Route 18 and 37 2fEE(3'-6) 7-0 12-11 Pe Pv 0.128 ©M.E.P.CAD, Inc. g. .jjAutoSPRINK2018v14.4.5.0 2/5/2021 1:36:14PM Page 10 1hydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Manufacturina 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 3.2600 608.70 23.40 120 0.288690 28-31/2 Pf 19.414 149 1171 17101/2 31-31/2 43.665 57.250 2E(9-5), P0(20-2) 38-11% 67-3 Pe Pv -5.829 CM 4.2600 506.08 11.39 120 0.055749 4-2 Pt 0.231 1171 214 3131,4 31-3% 57.250 57.494 4-2 Pc Pv 0.012 CM 4.2600 489.89 11.03 120 0.052495 10-41/2 Pt 0.544 214 215 31-31/2 31-2% 57.494 58.069 10-4% Pc Pv 0.031 RN 2.0670 20.65 1.97 120 0.005078 1-11/2 Pf 0.107 215 252 31-21/2 32-31/2 58.069 57.694 P0(10-0) T(10-0) 20-0 21-1% Pc Pv -0.482 BL 2.1570 20.65 1.81 120 0.004127 135-5 Pt 0.610 252 251 32-31/2 32-0 57.694 58.439 T(12'-3%) 12-31/2 147-8% Pc Pv 0.135 RN 2.0670 20.65 1.97 120 0.005078 1-0 Pt 0.056 251 158 32-0 31-0 58.439 58.928 P0(10-0) 10-0 11-0 Pc Pv 0.433 Route ..... AO 1.0490 26.74 9.93 120 0.222777 6-6 Pt 11.249 2004 173 10-0 18-2 26.74 5.6 22.809 30.525 Sprinkler, E(2-0), P0(5-0), fd(37-0) 44-0 50-6 Pc Pv -3.533 Route ..... AO 1.0490 27.13 10.07 120 0.228824 1 3-81/2 Pt 10.916 2002 162 12-6 18-2 27.13 5.6 23.479 31.946 Sprinkler, E(2-0), P0(5-0), fd(37'-O) 44-0 478% Pc Pv -2.449 =. ..... Route 7 ..... AO 1.0490 27.14 10.07 120 0.228832 2-0 Pt 10.066 2018 191 14-0 15-0 27.14 5.6 23.480 33.112 Sprinkler, P0(5-0), fd(37-0) 42-0 44-0 Pc Pv -0.434 BL 1.6820 27.14 3.92 120 0.022957 1-9 Pt 0.040 191 192 15-0 15-0 33.112 33.152 1-9 Pc Pv BL 1.6820 54.71 7.90 120 0.084001 7-6 Pf 0.632 192 193 15-0 15-0 27.57 33.152 33.783 Flow (q) from Route 9 7-6 Pc Pv BL 1.6820 82.12 11.86 120 0.178080 1-9 Pt 0.312 193 194 15-0 15-0 27.41 . 33.783 34.095 Flow (q) from Route 8 1-9 Pc Pv BL 1.6820 110.07 15.89 120 0.306167 2-11 Pt 3.923 194 168 15-0 15-0 27.95 34.095 38.019 Flow (q) from Route 12 P0(9-11) 9-11 12-10 Pc Pv Route ..... AO 1.0490 27.41 10.18 120 0.233163 2-0 Pt 10.256 2020 193 14-0 15-0 27.41 5.6 23.961 33.783 Sprinkler, P0(5-0), fd(37'-O) 42-0 44-0 Pc Pv -0.434 Route ..... AO 1.0490 27.57 10.24 120 0.235712 3-0 Pt 11.076 2027 192 10-0 15-0 27.57 5.6 24.244 33.152 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 47-0 Pc Pv -2.168 Route 10 ..... AO 1.0490 27.65 10.26 120 0.236852 2-21/2 Pf 10.942 2031 202 10-0 15-0 27.65 5.6 24.371 33.145 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 46-2% Pc Pv -2.168 BL 1.6820 27.65 3.99 120 0.023762 7-0 Pt 0.166 202 203 15-0 15-0 33.145 33.311 7-0 Pc Pv BL 1.6820 55.40 8.00 120 0.085989 15-0 Pt 2.141 203 204 15-0 15-0 27.76 33.311 35.452 Flow (q) from Route 11 2E(4'-111/2) 9-11 24-11 Pc Pv BL 1.6820 83.96 12.12 120 0.185533 5-91/2 Pt 2.909 204 169 15-0 15-0 28.56 35.452 38.361 Flow (q) from Route 20 P0(9-11) 9-11 15-8 Pc Pv Route 11 ..... AO 1.0490 27.76 10.31 120 0.238666 1-8% Pt 10.906 2033 203 10-0 15-0 27.76 5.6 24.573 33.311 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 45-8% Pc Pv -2.168 =...... Route 12 ..... 1,©M.E.P.CAD, Inc. F1j1AutoSPRINK 2018 04.4.5.0 2/512021 1:36:14PM Page 11 111 Hydraulic Analysis Job Number: 20-362-02 Report Description: Ordinary Group II - Manufacturinci 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 AO 1.0490 27.95 10.38 120 0.241673 3-0 Pf 11.356 2029 194 10-0 15-0 27.95 5.6 24.907 34.095 Sprinkler, E(2'-O), P0(5-0), fd(37-0) 44-0 47-0 Pe Pv -2.168 Route 13 ..... AO 1.0490 27.96 10.38 120 0.241803 2-8 Pt 11.283 2028 185 10-0 15-0 27.96 5.6 24.922 34.037 Sprinkler, E(2-0), P0(5-0), fd(37'-O) 44-0 46-8 Pe Pv -2.168 Route 14 ..... AO 1.0490 27.99 10.39 120 0.242334 2-31/2 Pt 11.215 2025 199 10-0 15-0 27.99 5.6 24.981 34.029 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 4631/z Pe Pv -2.168 BL 1.6820 27.99 4.04 120 0.024312 7-0 Pf 0.170 199 200 15-0 15-0 34.029 34.199 7-0 Pe Pv BL 1.6820 56.05 8.09 120 0.087839 13-8 Pt 1.202 200 201 15-0 15-0 28.06 34.199 35.401 Flow (q) from Route 16 13-8 Pe Pv BL 1.6820 84.64 12.22 120 0.188306 3'-9'/2 Pt 2.576 201 166 15-0 15-0 28.59 35.401 37.977 Flow (q) from Route 22 P0(9-11) 9-11 13-8 Pe Pv CM 3.2600 37.57 1.44 120 0.001670 6-11% Pt 0.012 166 167 15-0 15-0 37.977 37.989 6-11% Pc Pv Route 15 ..... A0 1.0490 28.05 10.41 120 0.243298 4'-6Y2 Pf 11.808 2017 163 10-0 18-2 28.05 5.6 25.088 33.364 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 48-6% Pc Pv -3.533 Route 16 ..... AO 1.0490 28.06 10.42 120 0.243413 2-3% Pt 11.265 2026 200 10-0 15-0 28.06 5.6 25.101 34.199 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 46-3% Pe Pv -2.168 Route 17 ..... AO 1.0490 28.23 10.48 120 0.246276 4-7 Pt 11.961 2015 188 10-0 18-2 28.23 5.6 25.421 33.848 Sprinkler, E(2-0), P0(5-0), fd(37'-O) 44-0 48-7 Pc Pv -3.533 BL 1.6820 28.23 4.08 120 0.024707 11-11 Pt 0.294 188 189 18-2 18-2 33.848 34.142 11-11 Pc Pv BL 1.6820 56.58 8.17 120 0.089402 12-1% Pt 1.084 189 190 18-2 18-2 28.35 34.142 35.226 Flow (q) from Route 19 12-1% Pc Pv BL 1.6820 85.35 12.32 120 0.191235 2-1% Pf 2.301 190 177 18-2 18-2 28.76 35.226 37.528 Flow (q) from Route 26 P0(9-11) 9-11 12'-O% Pc Pv Route 18 ..... DY 1.0490 28.26 10.49 120 0.246650 0-0 Pt 10.359 2001 147 17-0 18-2 28.26 5.6 25.462 35.323 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pc Pv -0.499 BL 1.6820 85.53 12.35 120 0.191996 11-2 Pt 4.048 147 148 18-2 18-2 57.27 35.323 39.372 Flow (q) from Route 21 P0(9-11) 9-11 21-1 Pc Pv Route 19 ..... AO 1.0490 28.35 10.52 120 0.248112 4-7 Pt 12.050 2016 189 10-0 18-2 28.35 5.6 25.626 34.142 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 48-7 Pc Pv -3.533 Route 20 ..... AO 1.0490 28.56 10.60 120 0.251483 2-21/. Pf 11.617 2035 204 10-0 15-0 28.56 5.6 26.002 35.452 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 46-21/2 Pc Pv -2.168 Route 21 ..... AO 1.0490 28.58 10.61 120 0.251850 4-7 Pt 12.232 2011 186 10-0 18-2 28.58 5.6 26.043 34.742 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 48-7 Pc Pv -3.533 BL 1.6820 28.58 4.13 120 0.025267 11-11 Pf 0.301 186 187 18-2 18-2 34.742 35.042 11-11 Pc Pv IM.,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 2/512021 1:36:14PM Page 12 lffliydraulic Analysis I J Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grouo II - Manufacturina 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 1.6820 57.27 8.27 120 0.091425 3-1 Pt 0.281 187 147 18-2 18-2 28.69 35.042 35.323 Flow (q) from Route 24 3-1 Pe Pv =. ..... Route 22 ..... AO 1.0490 28.59 10.61 120 0.252050 1-7% Pf 11.503 2030 201 10-0 15-0 28.59 5.6 26.066 35.401 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 45'-7Y2 Pe Pv -2.168 - Route 23 ..... DY 1.0490 28.67 10.64 120 0.253411 0-0 Pf 10.643 2036 207 14-0 15-0 28.67 5.6 26.218 36.427 Sprinkler, PO(5'O), fd(37'-O) 42-0 42-0 Pe Pv -0.434 BL 1.6820 28.67 4.14 120 0.025423 9-3 Pt 0.235 207 208 15-0 15-0 36.427 36.663 9-3 Pe Pv BL 1.6820 57.44 8.29 120 0.091927 2'-5'/2 Pt 0.225 208 209 15-0 15-0 28.77 36.663 36.888 Flow (q) from Route 27 2'-5'/2 Pe Pv BL 1.6820 86.54 12.50 120 0.196236 2'-2Y2 Pf 2.378 209 170 15-0 15-0 29.10 36.888 39.266 Flow (q) from Route 35 po(9'11) 9-11 1211/2 Pe Pv Route 24 ..... AO 1.0490 28.69 10.65 120 0.253726 4-7 Pt 12.323 2013 187 10-0 18-2 28.69 5.6 26.253 35.042 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 48'-7 Pe Pv -3.533 Route 25 ..... AO 1.0490 28.75 10.67 120 0.254599 5-1% Pt 12.509 2022 197 10-0 18-2 28.75 5.6 26.351 35.326 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 49-1% Pe Pv -3.533 BL 1.6820 28.75 4.15 120 0.025542 8-0 Pt 0.204 197 198 18-2 18-2 35.326 35.531 8-0 Pe Pv BL 1.6820 57.57 8.31 120 0.092309 5-10% Pf 1.455 198 178 18-2 18-2 28.82 35.531 36.986 Flow (q) from Route 28 po(g'll) 9-11 15-9 Pe Pv Route 26 ..... AO 1.0490 28.76 10.68 120 0.254871 4-7 Pt 12.378 2019 190 10-0 18-2 28.76 5.6 26.381 35.226 Sprinkler, E(2'-O), PO(5'-0),fd(37'-0) 44-0 48-7 Pe Pv -3.533 Route 27 ..... DY 1.0490 28.77 10.68 120 0.254939 0-0 Pt 10.707 2037 208 14-0 15-0 28.77 5.6 26.389 36.663 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -0.434 Route 28 ..... AO 1.0490 28.82 10.70 120 0.255867 5-1% Pt 12.571 2024 198 10-0 18-2 28.82 5.6 26.493 35.531 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 49-1% Pe Pv -3.533 Route 29 ..... DY 1.0490 28.91 10.73 120 0.257229 0,-0 Pt 10.804 2005 174 17-0 18-2 28.91 5.6 26.645 36.950 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -0.499 BL 1.6820 28.91 4.17 120 0.025806 9-71/2 Pt 0.249 174 175 18-2 18-2 36.950 37.199 9-71/2 Pe Pv BL 1.6820 57.91 8.36 120 0.093323 1-6 Pf 1.062 175 176 18-2 18-2 29.00 37.199 38.261 Flow (q) from Route 31 po(9'll) 9-11 11-4% Pe Pv = ..... Route 3O ..... AO 1.0490 28.93 10.74 120 0.257571 2-5% Pf 11.970 2032 205 101-0 15-0 28.93 5.6 26.683 36.485 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44'-0 46-51/2 Pe Pv -2.168 BL 1.6820 28.93 4.18 120 0.025840 6-71/2 Pt 0.171 205 206 15-0 15-0 36.485 36.657 6-7% Pe Pv BL 1.6820 57.99 8.37 120 0.093548 4-21/2 Pt 1.321 206 165 15-0 15-0 29.06 36.657 37.977 Flow (q)from Route 33 P0(9-11) 9-11 1411/2 Pe Pv ,©M.E.P.CAD, Inc. jAutoSPRlNK2018v14.4.5.0 2/5/2021 1:36:14PM Page 13 1111 Hydraulic Analysis Job Number: 20-31C AN b62-02 Report Description: Ordinary Group II - Manufacturinq 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 3.2600 105.05 4.04 120 0.011192 10-9 Pt 0.346 165 164 15-0 18-2 47.07 37.977 36.958 Flow (q)from Route 50 3fE(6'81/z) 20-2 30-11 Pe Pv -1.366 -Route 31 ..... DY 1.0490 29.00 10.77 120 0.258843 0-0 Pt 10.871 2007 175 17-0 18-2 29.00 5.6 26.826 37.199 Sprinkler, P0(5-0), fd(37'-O) 42 -0 42-0 Pe Pv -0.499 =...... Route 32 ..... AO 1.0490 29.01 10.77 120 0.258927 4-71/2 Pt 12.591 2021 195 10-0 18-2 29.01 5.6 26.835 35.893 Sprinkler, E(2'-O), P0(5-a), fd(37'-O) 44-0 48-71/2 Pe Pv -3.533 BL 1.6820 29.01 4.19 120 0.025977 6-0 Pf 0.156 195 196 18-2 18-2 35.893 36.048 6-0 Pe Pv BL 1.6820 58.08 8.39 120 0.093821 5-10% Pt 1.479 196 177 18-2 18-2 29.07 36.048 37.528 Flow (q) from Route 34 P0(9-11) 9-11 169 Pe Pv -Route 33 ..... AO 1.0490 29.06 10.79 120 0.259746 1-9% Pf 11.897 2034 206 10-0 15-0 29.06 5.6 26.927 36.657 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 45-9% Pe Pv -2.168 -Route 34 ..... AO 1.0490 29.07 10.79 120 0.259897 471/2 Pt 12.638 2023 196 10-0 18-2 29.07 5.6 26.944 36.048 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 48-7% Pe Pv -3.533 - Route 35 ..... AO 1.0490 29.10 10.80 120 0.260488 1 2'-3 Pt 12.045 2038 209 10-0 15-0 29.10 5.6 27.010 36.888 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 46'-3 Pe Pv -2.168 -Route 36 ..... DY 1.0490 29.20 10.84 120 0.262138 0-0 Pf 11.010 2009 181 17-0 18-2 29.20 5.6 27.195 37.706 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -0.499 BL 1.6820 29.20 4.22 120 0.026299 11-2 Pt 0.555 181 176 18-2 18-2 37.706 38.261 P0(9'11) 9-11 21-1 Pe Pv = ..... Route 37 ..... DY 1.0490 29.33 10.89 120 0.264268 0,-0 Pt 11.099 2006 179 17-0 18-2 29.33 5.6 27.434 38.035 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -0.499 BL 1.6820 29.33 4.24 120 0.026512 9'-9'/2 Pt 0.259 179 180 18-2 18-2 38.035 38.294 9-9% Pe Pv BL 1.6820 58.76 8.48 120 0.095881 1-4 Pt 1.077 180 148 18-2 18-2 29.43 38.294 39.372 Flow (q) from Route 38 P0(9'11) 9-11 11-3 Pe Pv =...... Route 38 ..... DY 1.0490 29.43 10.93 120 0.265949 0,-a Pf 11.170 2008 180 17-0 18-2 29.43 5.6 27.623 38.294 Sprinkler, P0(5-0), fd(37'-O) 42-0 42-0 Pe Pv -0.499 Route 39 ..... AO 1.0490 29.95 11.12 120 0.274689 1-6 Pt 12.503 2039 210 10-0 15-0 29.95 5.6 28.606 38.941 Sprinkler, E(2'-O), P0(5-0), fd(37'-O) 44-0 45-6 Pe Pv -2.168 BL 1.6820 29.95 4.32 120 0.027558 5-9% Pt 0.432 210 171 15-0 15-0 38.941 39.373 P0(9-il) 9-11 16-8 Pe Pv =...... Route 4O ..... BL 2.1570 25.40 2.23 120 0.006051 4-10 Pt 0.104 152 211 15-21/2 15-21/2 19.15 +6.25 47.685 47.789 Flow (q) from Route 41 and 51 T(12'-3%) 12-31/2 17-1% Pe Pv DY 1.6820 25.40 3.67 120 0.020318 20-21/2 Pt 0.914 211 155 15-2% 15-0 47.789 48.792 2EE(2'-5%), 2E(4'-111/2), P0(9-1 1) 24-9 44-11% Pe Pv 0.090 Route 41 ..... ©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:36:14PM Page 14 1111-lydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Manufacturinci 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 3.2600 19.15 0.74 120 0.000480 1-0 Pf 0.000 151 152 1521/2 15-2% 19.15 47.684 47.685 Flow (q) from Route 52 1-0 Pe Pv =. ..... Route 42 ..... CM 4.2600 102.62 2.31 120 0.002912 6-31/2 Pf 0.018 1171 1047 31'-3'/2 31-4 506.08 57.250 57.256 Flow (q) from Route 4 6-31/2 Pe Pv -0.013 CM 4.2600 88.50 1.99 120 0.002215 10-5 Pf 0.023 1047 885 31-4 31-4 57.256 57.270 10-5 Pe Pv -0.009 CM 4.2600 75.33 1.70 120 0.001644 9-7 Pf 0.016 885 213 31-4 31-41/2 57.270 57.277 9-7 Pe Pv -0.008 CM 4.2600 66.96 1.51 120 0.001322 1-5 Pf 0.002 213 246 31-4% 31-4% 57.277 57.278 1-5 Pe Pv -0.001 CM 4.2600 58.14 1.31 120 0.001018 9-81/2 Pf 0.010 246 245 31-41/2 31-4% 57.278 57.279 9-8% Pe Pv -0.008 RN 2.0670 11.96 1.14 120 0.001847 0-11 Pf 0.039 245 248 31-4% 32-31/2 57.279 56.923 P0(10-a) T(10'-O) 20-0 20-11 Pe Pv -0.395 BL 2.1570 11.96 1.05 120 0.001501 135-51/2 Pf 0.222 248 247 32-3% 31-8% 56.923 57.410 T(12'-3%) 12-3% 147-91/2 Pe Pv 0.265 RN 2.0670 11.96 1.14 120 0.001847 1,-0 Pf 0.020 247 238 31-81/2 30-8 57.410 57.869 PO(10'a) 10,-0 11,-0 Pe Pv 0.439 CM 4.2600 58.14 1.31 120 0.001018 10-31/2 Pf 0.010 238 767 30-8 30-8 46.18 57.869 57.879 Flow (q) from Route 55 10-3% Pe Pv -0.000 CM 4.2600 75.33 1.70 120 0.001644 10-5 Pf 0.017 767 897 30-8 30-8 17.20 57.879 57.896 Flow (q) from Route 43 10-5 Pe Pv -0.000 CM 4.2600 88.50 1.99 120 0.002215 10-5 Pf 0.023 897 1061 30-8 30-8 13.17 57.896 57.919 Flow (q) from Route 56 10-5 Pe Pv -0.000 CM 4.2600 102.62 2.31 120 0.002912 6-4 Pf 0.018 1061 156 30-8 30-8 14.12 57.919 57.938 Flow (q) from Route 58 6-4 Pe Pv -0.000 -.. .... Route 43 ..... RN 2.0670 8.37 0.80 120 0.000955 0-11% Pt 0.020 213 212 31-41/2 32-31/2 57.277 56.889 P0(10-0) T(la'-a) 20-0 20-11% Pe p -0.408 BL 2.1570 8.37 0.73 120 0.000776 102-4 Pf 0.107 212 769 32-31/2 31-71/2 56.889 57.291 4fE(4'-31/.), E(6'-2), T(12'-3%) 35-81/2 138-0 Pc Pv 0.295 BL 2.1570 17.20 1.51 120 0.002940 33-11% Pf 0.136 769 766 31-7% 31-8% 8.83 57.291 57.401 Flow (q) from Route 82 T(12'-3%) 12-31/2 46'-3 Pc Pv -0.027 RN 2.0670 17.20 1.64 120 0.003618 1,-0 Pf 0.040 766 767 31-81/2 30-8 57.401 57.879 po(10'a) 10,-0 11,-0 Pc Pv 0.438 Route 44 ..... CM 4.2600 105.21 2.37 120 0.003049 44-41/2 Pf 0.280 222 223 28-3 31-2% 105.21 61.307 60.298 Flow (q) from Route 46 fl(21'-l), P0(26-4) 47-5 91-9 Pc Pv -1.289 RN 2.0670 105.21 10.06 120 0.103214 1-0 Pf 1.135 223 224 31-21/2 32-21/2 60.298 61.003 T(1 0'-O) 10,-0 11-0 Pc Pv -0.429 BL 2.1570 105.21 9.24 120 0.083868 73-61/2 Pf 8.231 224 225 32-2% 13-2 61.003 77.485 4E(6'-2) 24-71/2 98'-2 Pc Pv 8.250 BL 1.3800 27.99 6.00 120 0.063751 65-2 Pt 4.537 225 226 13-2 13-2 77.485 82.022 P0(6-0) 6-0 71-2 Pc Pv IM,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:36:14PM Page 15 111 1 Hydraulic Analysis Job Number: 20-3562-02 Report Descriotion: Ordinary Grouo II - Manufacturina 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 2.1570 27.99 2.46 120 0.007242 82-7 Pt 0.776 226 227 13-2 12-6 82.022 83.087 T(12-3%), P0(12-3%) 24-71/2 107'-2 Pe Pv 0.289 BL 4.2600 27.99 0.63 120 0.000263 12-0 Pt 0.003 227 228 12-6 12-6 83.087 83.090 12-0 Pc Pv BL 4.2600 54.34 1.22 120 0.000898 12-0 Pt 0.011 228 229 12-6 12-6 26.34 83.090 83.101 Flow (q) from Route 49 12-0 Pc Pv BL 4.2600 80.10 1.80 120 0.001841 12-0 Pf 0.022 229 230 12-6 12-6 25.76 83.101 83.123 Flow (q) from Route 48 12-0 Pe Pv BL 4.2600 105.21 2.37 120 0.003049 2581/2 Pt 0.199 230 6 12-6 12-6 25.11 83.123 83.322 Flow (q) from Route 47 E(13-2), P0(264) 39-6 6521/2 Pe Pv 0.000 =. ..... Route 45 ..... CM 4.2600 241.02 5.43 120 0.014132 271/z Pt 0.037 1812 218 29-61/2 29-51/2 60.621 60.694 2-71/2 Pc Pv 0.036 CM 4.2600 135.81 3.06 120 0.004890 7-10 Pt 0.038 218 1946 29-5% 29-61/2 60.694 60.685 7-10 Pc Pv -0.048 RN 2.0670 61.99 5.93 120 0.038791 1,-1 Pt 0.818 1946 1944 29-61/2 30-71/2 60.685 61.036 P0(10-0) T(10-0) 20-0 21-1 Pe Pv -0.466 BL 2.1570 61.99 5.44 120 0.031520 135-6 Pt 4.659 1944 1932 30-7% 30-2 61.036 65.888 T(12-3%) 12-3% 147-10 Pe Pv 0.193 RN 2.0670 61.99 5.93 120 0.038791 0-11 Pt 0.423 1932 1947 30-2 29-31/2 65.888 66.705 P0(10-0) 10-0 1011 Pc Pv 0.393 Route 46 ..... DY 4.2600 105.21 2.37 120 0.003049 0-0 Pt 0.064 218 231 29-5% 29-1% 60.694 60.903 fl(21'-1) 21-1 21-1 Pc Pv 0.144 DY 6.3570 105.21 1.06 120 0.000434 32-0 Pt 0.025 231 222 29-1% 28-3 60.903 61.307 2fE(12'-7) 25-2 57-2 Pe Pv 0.379 Route 47 ..... BL 2.1570 77.22 6.78 120 0.047321 12-0 Pt 0.568 225 232 13-2 13-2 27.99 77.485 78.052 Flow (q) from Route 44 12-0 Pc Pv BL 2.1570 50.87 4.47 120 0.021867 12-0 Pt 0.532 232 233 13-2 13-2 78.052 78.584 P0(12-31/2) 12-3% 24-3% Pc Pv BL 2.1570 25.11 2.20 120 0.005923 12-0 Pt 0.217 233 234 13-2 13-2 78.584 78.801 P0(12-3%) P0(12-3%) 24-7% 36-71/2 Pc Pv BL 1.3800 25.11 5.39 120 0.052145 65-2 Pt 3.398 234 235 13-2 13-2 78.801 82.199 65-2 Pc Pv BL 2.1570 25.11 2.20 120 0.005923 82-7 Pt 0.635 235 230 13-2 12-6 82.199 83.123 T(12'-31/2), P0(12-31/2) 24-7% 107-2 Pc Pv 0.289 Route 48 ..... BL 1.3800 25.76 5.53 120 0.054663 65-2 Pt 3.562 233 236 13-2 13-2 25.11 78.584 82.146 Flow (q) from Route 47 65-2 Pe Pv BL 2.1570 25.76 2.26 120 0.006209 82-7 Pf 0.666 236 229 13-2 12-6 82.146 83.101 1(12-31/2), P0(12-3%) 24-7% 107-2 Pc Pv 0.289 Route 49 ..... BL 1.3800 26.34 5.65 120 0.056976 65-2 Pt 4.055 232 237 13-2 13-2 78.052 82.107 P0(6-0) 6-0 71-2 Pc Pv 0.000 BL 2.1570 26.34 2.31 120 0.006472 82-7 Pt 0.694 237 228 13-2 12-6 82.107 83.090 1(12-3%), P0(12-31/2) 24-7% 107-2 Pc Pv 0.289 IM,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 2/5/2021 1:36:14PM Page 16 ~111 -lydraulic Analysis Job Number: 20-3562-02 Reoort Descriotion: Ordinary Grouo II - Manufacturina 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 5O ..... CM 3.2600 47.07 1.81 120 0.002534 0-2 1 Pf 0.000 166 165 15-0 15-0 37.57 37.977 37.977 Flow (q) from Route 14 0-2 Pe Pv Route 51 ..... CM 3.2600 6.25 0.24 120 0.000061 20-11 Pf 0.004 153 152 15-0 15-21/2 47.771 47.685 P0(20-2) T(20'-2) 40-4 61'-2/2 Pe Pv -0.090 =. ..... Route 52 ..... BL 1.6820 19.15 2.76 120 0.012046 127-0 Pf 1.709 150 151 15-8 15-21/2 37.36 45.777 47.684 Flow (q)from Route 54 3E(4'11'/2) 14-10 141-10 Pe Pv 0.199 Route 53 ..... BL 1.6820 18.21 2.63 120 0.010973 180-5 Pt 2.414 150 154 15-8 15-0 37.36 45.777 48.480 Flow (q) from Route 54 2T(9-11), 2E(4'-11V2), P0(9-11) 39-7 220-0 Pe Pv 0.289 =. ..... Route 54 ..... BL 1.6820 37.36 5.39 120 0.041472 3-31/2 Pf 1.163 149 150 17-laY2 15-8 43.665 45.777 P0(9-11) E(4'-11V2), 1(9-11) 24-9 28'01/z Pe Pv 0.949 Route 55 ..... RN 2.0670 11.45 1.09 120 0.001706 1-0 Pf 0.019 475 476 31-8% 30-8 11.45 57.401 57.858 Flow (q) from Route 74 P0(10-0) 10-0 11-0 Pe Pv 0.439 CM 4.2600 34.54 0.78 120 0.000388 10-2% Pt 0.004 476 557 30-8 30-8 23.09 57.858 57.862 Flow (q) from Route 61 10-21/2 Pc Pv CM 4.2600 46.18 1.04 120 0.000665 10-21/2 Pf 0.007 557 238 30-8 30-8 11.64 57.862 57.869 Flow (q) from Route 57 10-2% Pc Pv Route 56 ..... RN 2.0670 13.17 1.26 120 0.002209 1-0 Pt 0.024 896 897 31-8% 30-8 13.17 57.434 57.896 Flow (q) from Route 75 P0(10-a) 10,-0 11-0 Pc Pv 0.438 Route 57 ..... RN 2.0670 11.64 1.11 120 0.001758 1-0 Pt 0.019 556 557 31-81/2 30-8 11.64 57.404 57.862 Flow (q) from Route 64 P0(1 0-a) 10-0 11.-0 Pc Pv 0.439 Route 58 ..... RN 2.0670 14.12 1.35 120 0.002512 1.-0 Pt 0.028 1060 1061 31-81/2 30-8 14.12 57.453 57.919 Flow (q) from Route 63 Poll 0'-0) 10.-0 11.-a Pc Pv 0.438 Route 59 ..... RN 2.0670 44.98 4.30 120 0.021429 1-0 Pt 0.236 1753 1742 30-71/2 29-71/2 44.98 62.954 63.622 Flow (q) from Route 78 P0(10-a) 10-0 11.-0 Pc Pv 0.433 Route 60 ..... RN 2.0670 53.03 5.07 120 0.029058 1-0 Pt 0.320 1834 1813 30-4 29-4 53.03 64.374 65.127 Flow (q) from Route 66 P0(1 0-a) 10- 11.-a Pc PV 0.433 Route 61 ..... RN 2.0670 11.73 1.12 120 0.001782 1-0 Pt 0.020 241 240 31-111/2 30-11% 11.73 57.277 57.729 Flow (q) from Route 65 P0(10-a) 10-0 11-0 Pc Pv 0.433 CM 4.2600 11.73 0.26 120 0.000053 10-3 Pt 0.001 240 239 30-111/2 30-8 57.729 57.856 10-3 Pc Pv 0.127 CM 4.2600 23.09 0.52 120 0.000184 10-2% Pt 0.002 239 476 30-8 30-8 11.36 57.856 57.858 Flow (q) from Route 72 10-2% Pe Pv Route 62 ..... RN 2.0670 25.48 2.44 120 0.007487 1,-0 Pf 0.082 249 159 31-10 30-10 25.48 59.344 59.859 Flow (q)from Route 77 P0(1 0-a) 10-0 11,-a Pc Pv 0.432 Route 63 ..... RN 2.0670 14.12 1.35 120 0.002512 1-0 Pt 0.053 1047 1075 31-4 32-4 57.256 56.878 P0(1 0-a) P0(10-a) 20-0 21-0 Pc Pv -0.431 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 2/5/2021 1:36:14PM Page 17 ~11111-lydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Manufacturinci 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 2.1570 14.12 1.24 120 0.002041 135-5% Pf 0.302 1075 1060 32-4 3l81/2 56.878 57.453 T(12'-31,4) 12-3% 147-9 Pe Pv 0.274 =...... Route 64 ..... CM 4.2600 46.18 1.04 120 0.000665 1021/z Pt 0.007 245 544 31-4'/2 31-5 11.96 57.279 57.277 Flow (q) from Route 42 10-21/2 Pe Pv -0.009 RN 2.0670 11.64 1.11 120 0.001758 0-11 Pf 0.037 544 571 31-5 32-4 57.277 56.910 P0(10-0) P0(10-0) 20-0 20-11 Pe Pv -0.404 BL 2.1570 11.64 1.02 120 0.001428 13551,4 Pf 0.211 571 556 32-4 31-81/2 56.910 57.404 T(1 2-31/z) 12-3'/z 14791/z Pe Pv 0.283 -Route 65...... CM 4.2600 34.54 0.78 120 0.000388 10-21/2 Pt 0.004 544 462 31-5 31-5 11.64 57.277 57.272 Flow (q) from Route 64 10-2 V. Pe Pv -0.009 CM 4.2600 23.09 0.52 120 0.000184 10-3 Pt 0.002 462 244 31-5 31-51/2 57.272 57.265 10-3 Pe Pv -0.009 CM 4.2600 11.73 0.26 120 0.000053 10-21/2 Pt 0.002 244 243 31'-5Y2 31-5'.4 57.265 57.258 P0(26-4) 26-4 3661/2 Pe Pv -0.009 RN 2.0670 11.73 1.12 120 0.001782 1.-0 Pt 0.020 243 242 31-5% 32-51/2 57.258 56.848 T(10-0) 10.-0 11.-0 Pe Pv -0.430 BL 2.1570 11.73 1.03 120 0.001448 135-5 Pt 0.214 242 241 32-51/2 31-111/2 56.848 57.277 T(12'-3%) 12-31/2 147-81/2 Pe Pv 0.215 Route 66 ..... CM 4.2600 412.87 9.29 120 0.038255 5-9 Pt 0.220 1543 1597 30-61/2 30-4 59.304 59.620 5-9 Pe Pv 0.096 CM 4.2600 378.00 8.51 120 0.032492 5-10% Pt 0.191 1597 217 30-4 30-1% 59.620 59.896 5-10% Pc Pv 0.085 CM 4.2600 339.02 7.63 120 0.026568 9-2 Pf 0.244 217 1741 30-1% 29-10 59.896 60.266 9-2 Pe Pv 0.126 CM 4.2600 294.05 6.62 120 0.020417 10-5 Pt 0.212 1741 1812 29-10 29-6% 60.266 60.621 10-5 Pe Pv 0.143 RN 2.0670 53.03 5.07 120 0.029058 1.-1 Pt 0.612 1812 1843 29-61/2 30-7 60.621 60.770 P0(10-0) T(1 0'-O) 20-0 21-1 Pe Pv -0.463 BL 2.1570 53.03 4.66 120 0.023612 135-61/2 Pf 3.491 1843 1834 30-7 30-4 60.770 64.374 1(12-3%) 12-31/2 147-10 Pe Pv 0.114 Route 67 ..... CM 4.2600 443.76 9.99 120 0.043717 10-5 Pt 0.456 216 1543 30-111/2 30-6% 469.24 58.673 59.304 Flow (q) from Route 69 10-5 Pe Pv 0.175 RN 2.0670 30.89 2.95 120 0.010693 0-11 Pt 0.224 1543 1578 30-61/2 31-6 59.304 59.124 P0(10-0) T(10-0) 20-0 20-11 Pe Pv -0.403 BL 2.1570 30.89 2.71 120 0.008689 135-6 Pt 1.284 1578 1568 31-6 31-3 59.124 60.517 T(12-3%) 12-3% 147-9% Pc Pv 0.109 RN 2.0670 30.89 2.95 120 0.010693 1-0 Pt 0.118 1568 1544 31-3 30-3 60.517 61.072 P0(10-0) 10-0 11-0 Pe Pv 0.437 Route 68 ..... CM 4.2600 73.82 1.66 120 0.001583 10-51/2 Pt 0.058 1946 219 29-61/2 29-8 61.99 60.685 60.693 Flow (q) from Route 45 P0(26-4) 26-4 36-9% Pc Pv -0.050 RN 2.0670 73.82 7.06 120 0.053588 1.-0 Pt 0.590 219 220 29-8 30-8 60.693 60.849 T(10-0) 10.-0 11.-0 Pc Pv, -0.434 ,©M.E.P.CAD, Inc. LfljAutoSPRINK2018v14.4.5.0 2/5/2021 1:36:14PM Page 18 01 Hydraulic Analysis Job Number: 20-3562-02 Report Description: Ordinary Group II - Manufacturing 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 2.1570 73.82 6.48 120 0.043544 13551/z P1 6.434 220 221 30-8 30-21/2 60.849 67.489 T(12-3%) 12-3% 147-9 Pe Pv 0.206 RN 2.0670 73.82 7.06 120 0.053588 0-9 Pt 0.575 221 161 30-21/2 29-51/2 67.489 68.385 P0(10-0) 10-0 10-9 Pe Pv 0.320 -Route 69 ..... CM 4.2600 469.24 10.56 120 0.048474 10-4 1 P1 0.502 215 216 31-21/2 30111/2 20.65 58.069 58.673 Flow (q) from Route 4 10-4 Pe Pv 0.102 GO ..... Route 7O ..... RN 2.0670 38.97 3.73 120 0.016438 1-0% Pf 0.182 253 160 30-111/2 29-11 38.97 61.783 62.420 Flow (q)from Route 79 P0(10-0) 10-0 11'- 01/2 Pe Pv 0.455 ... Route 71 ..... RN 2.0670 16.19 1.55 120 0.003236 1-0 Pt 0.036 254 157 31-81/2 30-8 16.19 57.769 58.243 Flow (q) from Route 76 Po(100) 10-0 11-0 Pe Pv 0.438 = ..... Route 72 ..... RN 2.0670 11.36 1.09 120 0.001681 1-0 Pt 0.019 256 239 31-81/2 30-8 11.36 57.399 57.856 Flow (q) from Route 73 P0(10-0) 10-0 11-0 Pc Pv 0.439 - Route 73 ..... RN 2.0670 11.36 1.09 120 0.001681 0-11% Pf 0.035 244 257 31-5% 32-5 57.265 56.880 P0(10-0) T(1 0'-O) 20-0 20-111/2 Pc Pv -0.420 BL 2.1570 11.36 1.00 120 0.001366 135-51/2 Pf 0.202 257 256 32-5 31-81/2 56.880 57.399 T(12-3%) 12-3% 1 147-9 Pc Pv 0.318 =..... .Route 74 ..... RN 2.0670 11.45 1.09 120 0.001706 0-111/2 Pf 0.036 462 489 31-5 32-41/2 57.272 56.895 P0(10-0) T(10-0) 20-0 20-11% Pc Pv -0.413 BL 2.1570 11.45 1.01 120 0.001386 135-51/2 Pf 0.205 489 475 32-41/2 31-8% 56.895 57.401 T(12-3%) 12-31/2 147-9% Pc Pv 0.301 .... Route 75 ..... RN 2.0670 13.17 1.26 120 0.002209 0-11% Pt 0.046 885 909 314 324 57.270 56.895 P0(10-0) P0(10-0) 20-0 20-11% Pc Pv -0.421 BL 2.1570 13.17 1.16 120 0.001795 135-51/2 Pt 0.265 909 896 324 31-8% 56.895 57.434 T(12'-31/2) 12-3% 147-91/2 Pc Pv 0.273 60 ..... Route 76 ..... RN 2.0670 16.19 1.55 120 0.003236 1-0% Pf 0.068 214 255 31-31/2 32-31/2 57.494 57.115 P0(10-0) T(10-0) 20-0 21-01/2 Pc Pv -0.447 BL 2.1570 16.19 1.42 120 0.002629 135-51/2 Pt 0.388 255 254 32-31/2 31-81/2 57.115 57.769 T(12-31/2) 12-3% 147-9 Pc Pv 0.265 - Route 77 ..... RN 2.0670 25.48 2.44 120 0.007487 0-10% Pt 0.156 216 250 30-111/2 31-10 469.24 58.673 58.446 P0(10-0), Flow (q) from Route 69 T(1 0'-O) 20-0 20-10% Pc Pv -0.383 BL 2.1570 25.48 2.24 120 0.006084 135-5 Pt 0.899 250 249 31-10 31-10 58.446 59.344 T(12-3%) 12-31/2 147-9 Pc Pv -0.000 =...... Route 78 ..... RN 2.0670 44.98 4.30 120 0.021429 1-0% Pt 0.451 1741 1762 29-10 30-101/2 60.266 60.266 P0(10-0) T(1 0'-O) 20-0 21-0% Pc Pv -0.451 BL 2.1570 44.98 3.95 120 0.017412 135-6 Pt 2.574 1762 1753 30-10% 30-71/2 60.266 62.954 T(12-3%) 12-31/2 147-10 Pc Pv 0.114 .Route 79 ..... ,©M.E.P.CAD, Inc. YjAutoSPRINK 2018 04.4.5.0 2/5/2021 1:36:14PM Page 19 1111 Hydrau1ic Analysis Job Number: 20-3562-02 Report Description: Ordinary Grow II - Manufacturino 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 2.1570 38.97 3.42 120 0.013357 136-7 Pt 2.235 217 253 30-1% 30-11% 59.896 61.783 P0(12-31/,.) E(6-2), T(12-31,4) 30-9 167-4 Pe Pv -0.348 =. ..... Route 8O ..... RN 2.0670 34.88 3.33 120 0.013385 1-1 Pf 0.148 1610 1596 31-1'/2 30-1 34.88 61.098 61.708 Flow (q) from Route 81 P0(10-0) 10-0 11-1 Pe 1pv 0.462 =......Route81 ..... RN 2.0670 34.88 3.33 120 0.013385 1-01/2 Pt 0.215 1597 1630 304 314h/2 59.620 59.382 P0(10-0) E(5-0) 15-0 16-0% Pe Pv -0.453 BL 2.1570 34.88 3.06 120 0.010876 135-6 Pt 1.608 1630 1610 31-4% 31-1 V2 59.382 61.098 T(1 2-3V2) 12-31/2 14791/2 Pe Pv 0.108 Route 82 ..... RN 2.0670 8.83 0.84 120 0.001053 0-11 Pt 0.022 246 258 31-4% 3231/2 57.278 56.897 P0(10-0) 1(10-0) 20-0 20-11 Pe Pv -0.403 BL 2.1570 8.83 0.77 120 0.000856 102-11/2 Pt 0.103 258 769 32-31/2 31-71/2 56.897 57.291 E(6-2), T(12'-3%) 18-5% 120-7 Pe Pv 0.292 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 87 ) 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. AutoSPRINK 2018 04.4.5.0 2/512021 1:36:14PM Page 20 ~jfifi-lydraulic Analysis I Job Number: 20-3562-02 Description: Ordinary Group II - Manufacturinq Area Pipe Type Diameter Flow Velocity HWC Friction Loss 11 Length 1Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AC 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 Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel 11W 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 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 PC Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 2/5/2021 1:36:14PM Page 21 Western Fire Protection Inc. ThermoFisher Scientific Phase I 5791 Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System 20-3562-02 Seismic Calculations I 2-5-2021 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 5791 Van Allen Way Carlsbad, CA 92008 9n2n9 Contractor: Western Fire Protection Address: 13630 Danielson Street Fa"[ N Poway, CA 92064 Phone: 858-513-4949 License: 488547 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m Diameter of Brace 1"Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Mm. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Other Reciuirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type B Fastener Type Fig.828 Across Beam Diameter N/A Length N/A Maximum Load 2220 lbs (1007 kg) Prying Factor TOLCOTM Component Listed Load Adiusted Load Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Fig.828 Across Beam 2220 lbs (1007 kg) N/A *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail Brace Identification on Plans BR1 Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5025 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3° (80 mm) Sch. 10 30 ft (9.1 m) 30 ft (9.1 m) 7.94 lb/ft (11.82 kg/m) 238 lbs (108 kg) 1.5' (40 mm) Sch. 10 170 ft (51.8 m) 170 ft (51.8 rn) 3.04 lb/ft (4.52 kg/m) 517 lbs (235 kg) 1" (25 mm) Sch. 40 15 ft (4.6 m) 15 ft (4.6 m) 2.05 lb/ft (3.05 kg/m) 31 lbs (14 kg) Subtotal Weight 786 lbs (357 kg) Wp (incl. 15%) 904 lbs (410 kg) Main Size 3 Type/Sch. Sch. 10 Spacing (ft) 30 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 454 lbs (206 kg) 633 lb (287 kg) I uLurace - version e use or u uLurace '' is suoject to terms ana conaitions per the ena user license agreement IvLbrace" seismic lillaiazions MMS2 Thermo Fisher Expansion Job # 20-3562-02 E!1t111[. III 5791 Van Allen Way Pwth W&M*kt Brace Identification BR1 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe (ft) 3" Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 3 Sch.10 Steel Pipe (76.2 mm) 30 ft (9.1 m) 1.5' Sch.10 Steel Pipe (38.1 mm) 170 ft (51.8 m) 1" Sch.40 Steel Pipe (25.4 mm) 15 ft (4.6 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 454 lbs (206 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2220 lbs (1007 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member STEEL BEAM Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. T01-Brace' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Fig.828 Across Beam 2220 lbs (1007 kg) N/A *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOIM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail I I Contractor: Western Fire Protection MMS2 Thermo Fisher Expansion Address: 13630 Danielson Street Poway, CA 92064 IaIIO N 5791 Van Allen Way Ph-o RRIAOAG Pavmilg Carlsbad, CA 92008 License: 488547 Job # 20-3562-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components 7 . , TOLCOTM Component Listed Load Adjusted Load IVIdAIlIlUItI DIdLe LtII9LII " 'I Diameter of Brace 1" SCh.40 Type of Brace Sch. 10 Angle of Brace 45° Mm. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type B Fastener Type Fig.828 Across Beam Diameter N/A Length N/A Maximum Load 2220 lbs (1007 kg) Prying Factor N/A Brace Identification on Plans BR2 Brace Type Lateral [ ] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5025 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 7.94 lb/ft (11.82 kg/m) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size Type/Sch. Spacing (ft) 3" Sch. 10 80 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 367 lbs (166 kg) N/A (lOLBrace°° Version 31 Use of TOLBrace'° is subject to terms and conditions per the end user license agreement IvLbrace eusmic i.aicuiations MMS2Thermo Fisher Expansion Job # 20-3562-02 EXOIII 5791 Van Allen Way Mrn 8S1IIQS$WWM4We Brace Identification BR2 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe (ft) 3" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) I 80 ft (24.4 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 367 lbs (166 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2220 lbs (1007 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member STEEL BEAM Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. T01-Brace" software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace'" 8 Visit us at www.tolco.com Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Fig.828 Across Beam 2220 lbs (1007 kg) N/A *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail Brace Identification on Plans BR3 Brace Type Lateral [X] Longitudinal [ ] 4-Way - I Contractor: Western Fire Protection MMS2 Thermo Fisher Expansion Address: 13630 Danielson Street Poway, CA 92064 FAX ON 5791 Van Allen Way Phone: RcRcILAQAQ Poern 'wfiwfde Carlsbad, CA 92008 License: 488547 Job # 20-3562-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components 7' fl' 1) 1'A .,,\ TOLCOTM Component Listed Load Adjusted Load IVIdAuIHUIlI Didue L.eII9LI1 ' " ',• Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 450 Mm. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Fig.828 Across Beam Diameter N/A Length N/A Maximum Load 2220 lbs (1007 kg) Prying Factor N/A Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.502_ Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 22 ft (6.7 m) 22 ft (6.7 m) 11.78 lb/ft (17.53 kg/m) 259 lbs (117 kg) 2" (50 mm) Sch. 10 220 ft (67.1 m) 220 ft (67.1 m) 4.22 lb/ft (6.28 kg/m) 928 lbs (421 kg) 1" (25 mm) Sch. 40 30 ft (9.1 m) 30 ft (9.1 m) 2.05 lb/ft (3.05 kg/m) 61 lbs (28 kg) Subtotal Weight 1248 lbs (566 kg) Wp (incl. 15%) 1435 lbs (651 kg) Main Size 4' Type/Sch. Sch. 10 Spacing (ft) 22 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 721 lbs (327 kg) 1307 lb (592 kg) i uLbrace version S} Use Of T01-brace "is subject to terms and conditions per the end user license agreement ivLbrace seismic Laicuiazions MMS2 Thermo Fisher Expansion Job # 20-3562-02 5791 Van Allen Way FAITON ftwth 8ss krkt*ie Brace Identification BR3 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 4 Sch.10 Steel Pipe Spacing of Brace 22'0" (6.71 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 22 ft (6.7 m) 2" Sch.10 Steel Pipe (50.8 mm) 220 ft (67.1 m) 1' Sch.40 Steel Pipe (25.4 mm) 30 ft (9.1 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 722 lbs (328 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2220 lbs (1007 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member BARJOIST Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. T01-Brace 0 software calculates the brace assembly only, not the structure it is attached to. Calculated with T01-Brace" 8 Visit us at www.tolco.com Contractor: Western Fire Protection Project Address: MMS2 Thermo Fisher Expansion Address: 13630 Danielson Street FAXON Poway, CA 92064 5791 Van Allen Way ftMl*8Lls1I$swGmvwe Phone: 858-513-4949 Carlsbad, CA 92008 License: 488547 Job # 20-3562-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.825 Across Beam 1360 lbs (617 kg) N/A Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LJR Value 200 TOLCO FIG. 825 Max Horizontal Load 1310 lbs (594 kg) BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM ADproved Loads TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information Orientation to Connecting Surface NFPA Type E Fastener _ STEEL Type Fig.825 Across Beam Diameter N/A TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING \ Length N/A Maximum Load 1360 lbs (617 kg) Brace Identification on Plans BR4 Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5025 Diameter Type Length Total Length Weight Per Unit Length 1 80 1 11.78 Total Weight 4 (100 mm) Sch. 10 80 ft (24.4 m) ft (24.4 m) lb/ft (17.53 kg/m) 942 lbs (427 kg) Subtotal Weight 942 lbs (427 kg) Wp (incl. 15%) 1083 lbs (491 kg) Main Size Type/Sch. Spacing (if) 4" Sch. 10 80 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 544 lbs (247 kg) N/A {TOLbrace 11 Version } Use of T01-Brace0" is subject to terms and conditions per the end user license agreement ivLbrace seismic i.aicuuatuons MMS2 Thermo Fisher Expansion Job # 20-3562-02 5791 Van Allen Way FAIRTON eahm Brace Identification BR4 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45" Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 180 ft (24.4 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 545 lbs (247 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1360 lbs (617 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member BARJOIST Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with T01-Brace' 8 Visit us at www.tolco.com 5791 Van Allen Way Contractor: Western Fire Protection Address: 13630 Danielson Street Poway, CA 92064 Phone: 858-513-4949 I AQQA7 IF N Powdnq 6isssWwfdw/de Carlsbad, CA 92008 Job # 20-3562-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components 7' (V' 19 1A m\ TOLCOTM Component Listed Load Adjusted Load ITlQAII IlUl UI race i_ti i iii Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 450 Mm. Least Rad. of Gyration 0.42" (11 mm) LJR Value 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Bolt Diameter 1/2n. (12 mm) Length N/A Maximum Load 2050 lbs (930 kg) Prying Factor N/A Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE TOLCO FIG. 1001 FAST CLAMP Brace Identification on Plans BR5 Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5025 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 35 ft (10.7 m) 35 ft (10.7 rn) 7.94 lb/ft (11.82 kg/m) 278 lbs (126 kg) 1.5" (40 mm) Sch. 10 190 ft (57.9 m) 190 ft (57.9 m) 3.04 lb/ft (4.52 kg/m) 578 lbs (262 kg) 1" (25 mm) Sch. 40 32 ft (9.8 m) 32 ft (9.8 m) 2.05 lb/ft (3.05 kg/m) 66 lbs (30 kg) Subtotal Weight 922 lbs (418 kg) Wp (incl. 15%) 1060 lbs (481 kg) Main Size 3" Type/Sch. Sch. 10 Spacing (ft) 35 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 533 lbs (242 kg) 543 lb (246 kg) {TOLBrace0" Version 8} Use ofTOLBracelm is subject to terms and conditions per the end user license agreement IvLbrace seismic aicuiations MMS2 Thermo Fisher Expansion Job # 20-3562-02 ValIlI 5791 Van Allen Way Brace Identification BR5 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 3 Sch.10 Steel Pipe Spacing of Brace 35'0" (10.67 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 35 ft (10.7 m) 1.5 Sch.10 Steel Pipe (38.1 mm) 190 ft (57.9 m) 1" Sch.40 Steel Pipe (25.4 mm) 32 ft (9.8 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 532 lbs (241 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member C-Channel Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com Contractor: Western Fire Protection MMS2 Thermo Fisher Expansion Address: 13630 Danielson Street VaTN Poway, CA 92064 5791 Van Allen Way Phone: 858-513-4949 Powü,jBsJ,wssWwIdwfde Carlsbad, CA 92008 License: 488547 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum B—a Lon th 7' 0" (2134 ml TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 450 Mm. Least Rad. of Gyration 0.42 (11 mm) URValue 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Bolt Diameter 1/2n. (12 mm) Length N/A Maximum Load 2050 lbs (930 kg) Prying Factor N/A Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE TOLCO FIG. 4L. PIPE CLAMP FOR SWAY BRACING Brace Identification on Plans BR6 Brace Type Lateral [ ] Longitudinal [X] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5025 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3' (80 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 7.94 lb/ft (11.82 kg/m) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size Type/Sch. Spacing (if) 3' Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 367 lbs (166 kg) N/A 4I ULrace version e use or I uLbrace is subject to terms and conditions per tne end user license agreement uvLbrace eismuc .aicuiations MMS2 Thermo Fisher Expansion Job # 20-3562-02 FAITON 5791 Van Allen Way bw,*v Bsswss Ww&Ivkie Brace Identification BR6 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 3 Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 3° Sch.10 Steel Pipe (76.2 mm) 180 ft (24.4 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 367 lbs (166 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member C-Channel Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. TOLBrac&° software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrac&° 8 Visit us at www.tolco.com Contractor: Western Fire Protection Address: 13630 Danielson Street Poway, CA 92064 1"E N 5791 Van Allen Way Phone: 858-513-4949 Carlsbad, CA 92008 License: 488547 Job # 20-3562-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components I rn,n+h TO" (2 134 m\ TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Mm. Least Rad. of Gyration 0.42' (11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Aøproved Loads Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Bolt Diameter 1/2n. (12 mm) Length N/A Maximum Load 2050 lbs (930 kg) Fig. 1001 Clamp 1740 lbs (789 kg) 1740 lbs (789 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT 4 STEEL PIPE TOLCO FIG. 1001 FAST CLAMP I Brace Identification on Plans BR7 Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.502_ Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 25 ft (7.6 rn) 25 ft (7.6 m) 4.22 lb/ft (6.28 kg/m) 106 lbs (48 kg) 2" (50 mm) Sch. 10 32 ft (9.8 rn) 32 ft (9.8 m) 4.22 lb/ft (6.28 kg/m) 135 lbs (61 kg) 1.5" (40 mm) Sch. 10 25 ft (7.6 rn) 25 ft (7.6 m) 3.04 lb/ft (4.52 kg/m) 76 lbs (34 kg) 1' (25 mm) I Sch. 40 35 ft (10.7 m) 35 ft (10.7 m) 2.05 lb/ft (3.05 kg/m) 72 lbs (33 kg) Subtotal Weight 389 lbs (176 kg) Wp (incl. 15%) 447 lbs (203 kg) Main Size 2" Type/Sch. Sch. 10 Spacing (It) 25 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 225 lbs (102 kg) 312 lb (141 kg) I vLbrace '- version e i use or i vurace is suoject to terms ana conaituons per me ena user uucense agreement IvLbrace seismic Laicuiazions MMS2 Thermo Fisher Expansion Job # 20-3562-02 5791 Van Allen Way Brace Identification BR7 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 2" Sch.10 Steel Pipe Spacing of Brace 25'0" (7.62 m) Orientation of Brace Lateral Bracing Material 1 Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence FAXON k"ft"IMWO&*~ 2" Sch.10 Steel Pipe (50.8 mm) 25 ft (7.6 m) 2' Sch.10 Steel Pipe (50.8 mm) 32 ft (9.8 m) 1.5' Sch.10 Steel Pipe (38.1 mm) 25 ft (7.6 m) 1' Sch.40 Steel Pipe (25.4 mm) 35 ft (10.7 m) G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 224 lbs (102 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig. 1001 Clamp 1740 lbs (789 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member C-Channel Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. T01-Brace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com Contractor: Western Fire Protection MMS2 Thermo Fisher Expansion Address: 13630 Danielson Street Poway, CA 92064 VIIIIT.N 5791 Van Allen Way Phone: 858-513-4949 I iv'nc.. ARRA7 Carlsbad, CA 92008 Job # 20-3562-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components I an,,+h TO" (2 134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Mm. Least Rad. of Gyration 0.42" (11 mm) hR Value 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Bolt Diameter 1/2n. (12 mm) Length N/A Maximum Load 2050 lbs (930 kg) Prying Factor Fig. 41-A Clamp 860 lbs (390 kg) 860 lbs (390 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail if FIO&A 4100) (0. 000) Brace Identification on Plans BR8 Brace Type Lateral [ ] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5025 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 4.22 lb/ft (6.28 kg/m) 338 lbs (153 kg) Subtotal Weight 338 lbs (153 kg) Wp (incl. 15%) 389 lbs (176 kg) Main Size Type/Sch. Spacing (ft) 2" Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 195 lbs (89 kg) N/A (TOLUrace'" Version } Use of TOLurace 11 is subject to terms and conditions per the end user license agreement IvLDrace seismic Laicuiaxions MMS2 Thermo Fisher Expansion Job # 20-3562-02 5791 Van Allen Way Brace Identification BR8 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe (ft) 2" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2' Sch.10 Steel Pipe (50.8 mm) 180 ft (24.4 m) IT. N bw,;q 8sizssve G-Factor Used 0.5025 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 195 lbs (88 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig. 41-A Clamp 860 lbs (390 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member C-Channel Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace'° 8 Visit us at www.tolco.com U I Western Fire Protection Inc. I I ThermoFisher Scientific Phase I 5791 Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System I 20-3562-02 I I Product Submittal I I I I I I I I 2-5-2021 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 Ll I I I SECTION DESCRIPTION CONTENTS 1. SPRINKLERS GLOBE GL-SR/INCH CONCEALED PENDENT wl GASKET GL5653 GLOBE GL-QRJ1NCH QR CONCEALED PENDENT GL5606 GLOBE GL-QR SEMI-RECESSED PENDENT GL5601 GLOBE GL-QR UPRIGHT GL5615 VICTAULIC VICFLEX SERIES AH2-CC BRAIDED FLEXIBLE HOSE 2. PIPE & FITTINGS BULL MOOSE SCH 10 & SCH 40 BLACK STEEL PIPE WHEATLAND SCH 10 & SCH 40 BLACK STEEL PIPE TEX-TUBE SCH 10 & SCH 40 BLACK STEEL PIPE VICTAULIC FIRELOCK FITTINGS VICTAULIC FIRELOCK RIGID COUPLING #009N VICTAULIC FIRELOCK RIGID COUPLING #005H VICTAULIC FIRELOCK FLEXIBLE COUPLING #75 VICTAULIC No. 50 CONCENTRIC GROOVED REDUCER VICTAULIC STYLE 750 REDUCING COUPLING VICTAULIC STYLE 920 MECHANICAL-T BOLTED BRANCH OUTLET VICTAULIC STYLE 922 MECHANICAL-T BOLTED BRANCH OUTLET MERIT WELDED OUTLET FITTINGS SMITH COOPER CAST IRON THREADED FITTINGS VICTAULIC FIRELOCK IGS FOR 1" PIPE 3. VALVES WATTS SERIES 709 DCDA BACKFLOW ASSEMBLY POTTER PAV AUTOMATIC AIR VENT 4. HANGERS &EQB TOLCO FIG 200 ADJUSTABLE BAND HANGER TOLCO FIG 25 SURGE RESTRAINER TOLCO FIG 100 ALL THREAD ROD TOLCO FIG 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG 4L IN-LINE SWAY BRACE ATTACHMENT TOLCO FIG 1001 SWAY BRACE ATTACHMENT TOLCO FIG 828 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG 825 BAR JOIST SWAY BRACE ATTACHMENT ERICO CADDY BRANCH LINE RESTRAINT TOLCO FIG 65XT REVERSIBLE STELL C-TYPE BEAM CLAMP TOLCO FIG 69 BEAM CLAMP RETAINING STRAP TOLCO FIG 58 THREADED SIDE BEAM BRACKET POWERS SNAKE+ THREADED SCREW ANCHOR DeWALT SUSPENDER DUAL-DIRECTIONAL I 1 I I I I U I I I I I I I U I I I I I I SECTION DESCRIPTION H 5. MISCELLANEOUS I A. POTTER ELECTRIC VSR VANE TYPE WATERFLOW ARGCO FIRE SPRINKLER SPARE HEADBOX ARGCO FIRE SPRINKLER IDENTIFICATION SIGNS I I I I I I I I I I MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY* Li I I I GL&) E Concealed Pendent with gasket @ Cleanrooms 4077 Airpark Dr. Standish, Ml 48658 989-846-4583 www.globesprinkler.com Technical Support. 989-414-2600. techservice@globesprinkler.com I SPRINKLER SERIES GL-SR/INCH STANDARD COVERAGE, STANDARD RESPONSE* I THE INCH® FLAT PLATE CONCEALED PENDENT I K-FAC TOR 5.6 GENERAL DESCRIPTION The Globe Series GL-SR/INCH sprinklers are Listed Stan- dard Response concealed sprinklers which utilize a 5mm frangible glass bulb as the thermosensitive operating ele- ment. 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-SR/INCH additionally provides the largest vertical adjustment in the industry of a nominal 1". 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-SR/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 document. 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 4-112" DIAMETER COVER PLATE SEISMIC IBC/ASCEISEI CODES TECHNICAL DATA SIN GL5653 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 (680c) 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, 5mm Escutcheon Assembly - carbon steel NOTE: Users should refer to Globe's web site (wwwglobesprink!er.com) to ensure that the most recent technical literature is being utilized. PAGE 1 0F4 I I I I I I I I I I I I 1 Wrench I . P/N 332765 SEP 2019 GFS-115 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 P/N 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 (PIN 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-115 PAGE 2 OF 4 I I I I I I I I I I I 1 I I I -21/401A.MIN. -21/4"DLA.MIN, - HOLE IN CEILING HOLE IN CEILING -17/& CIA,. - -17/8'DIk 1x112 -. I"xl/2 -. rJ I I I I REDUCER i REDUCER / \ / \ / / LDEFLPE CUP- CUP-..MAX. /4' MAX. 17/8' MIN. 18'MIN. DEFLECTOR SUPPORT -SUPPORT -DROP P SHELLSHELL __ CEILING '- I r 234'D 1 CEILING r 35116'D il/B" 1/8' FLAT COVER PLATE FLAT COVER PLATE FIGURE 1: GL-SR/INCH INSTALLATION DIMENSIONS -3 7/8 - 4" CIA. MIN.- HOLE IN CEILING - I 1"xl/2"- REDUCER -'s- 1 7/8' CIA. _7L. CUP-, ___ DEFLECTORm 2 3/4" MAX. DROP PIN 17/8" MIN. /SUPPORT SHELL CEILING 4 1/2" DIA. CEILING COVER PLATE' FIGURE 2: GL-SR/INCH SEISMIC ESCUTCHEON INSTALLATION DIMENSIONS Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E I I 1 SEP2019 GFS-115 PAGE 3 OF 4 ------------ I I / I / :1 DEFLECTOR DROP PIN CEILING 11/4' MAX. 1/4'MIN. FIGURE 3: GL-SR/INCH ACTIVATED POSITION FIGURE 4: HAND HELD INSTALLATION TOOL P/N 332875 FIGURE 5: INSTALLATION TOOL USED WITH EXTENSION P/N 332876 FIGURE 6: PROTECTIVE CAP PIN 332870 TABLE A: COVER PLATE PART NUMBERS FLAT COVER WHITE T 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 3 5/16" 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 GL5653 SPRINKLERS PART NUMBER 135°F (57°C) ....................565313501 155°F(68°C) ....................565315501 4- 175°F (79°C) ....................565317501 200°F (93°C) ....................565320001 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). FIGURE 7: CONCEALED WRENCH P/N 332765 4077 Airpark Dr. Standish, MI 48658 989-846-4583 www.globesprinkIer.com Technical Support. 989-414-2600 techservicegIobesprinkler.com S SEP2019 GFS-115 PAGE 4OF4 3-5/16" DIAMETER 2-3/4" DIAMETER COVER PLATE COVER PLATE I I GLIBE Concealed pendent at decorative ceiling areas, lobbies, conference rooms 4077 Airpark Dr. Standish, MI 48658 989-846-4583 www.globesprinkler.com Technical Support 989-414-2600 techservice@globesprinkler.com SPRINKLER SERIES GL-QRIINCH STANDARD COVERAGE, QUICK RESPONSE* THE INCH® FLAT PLATE CONCEALED PENDENT 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-QRllNCH additionally provides the largest vertical adjustment in the industry of a nominal 1". 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/lNCH 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 document. 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. 4-1/2" DIAMETER COVER PLATE SEISMIC IBC/ASCEISEI 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 Platei— 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 (www.globesprinkler.com) to ensure that the most recent technical literature is being utilized. PAGE 1 0F4 I I Li 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.-Ib. (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 P/N 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 -21/4"DLA.MIN. - -21/4"DL.MIN. - HOLE IN CEILING HOLE IN CEILING -17/8"D!A. -1718"DLA. 1"012" -_ 1"x 1/2" I I I I REDUCER " REDUCER - 23/4" MAX. 23/4" MAX. CUP--. CUP-. 17/8' MIN. 1718"MIN. -DEFLECTOR SUPPORT -' -DEFLECTOR SUPPORT - DROP PIN SHELL DROP PIN SHELL !Dlk ___ CEILING \ 2314" D CEILING 3 1 1/8" 1/8" '-FLAT COVER PLATE k-FLAT COVER PLATE FIGURE 1: GL-QRJINCH INSTALLATION DIMENSIONS -37/8-4"DIA MIN. - HOLE IN CEILING 1"xl/2"- \ / REDUCER -- 17/8" DIA. JDEFLECrOR-\ SUPPORT SHELL SUPPOR r 23/4 MAX. "17/8" MIN. CETU 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, 0, & E I. I I SEP2019 GFS-1 05 PAGE 3 OF 4 -I \ / :11 ,-DEFLECTOR DROP PIN CEU1 11/4" MAX. 114 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 TABLEA: 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 3 5/16 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 11 FIGURE 6: PROTECTIVE CAP PIN 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). FIGURE 7: CONCEALED WRENCH P/N 332765 4077 Airpark Dr. Standish, MI 48658 989-846-4583 • www.globesprinkler.com Technical Support. 989-414-2600. techservice@gIobesprinkler.com SEP 2019 GFS-105 PAGE 4 OF 4 : GL6 TechnicalBE 4077 I 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 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 %" 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, 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 1W . UPRIGHT RECESSED PENDENT PENDENT RECESSED PENDENT SEISMIC IBClASCElSEI 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 • 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.com) to ensure that the most recent technical literature is being utilized. SEP 2019 GFS-100 PAGE 1 OF 6 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 PIN 325390 V NPT P/N 312366 FIGURE 2: RECESSED SPRINKLER WRENCH 1/2 NPT PIN 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 TABLEA: UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 1> I GL5615" I 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. LM./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 I I I I I I I I I I SEP 2019 DEFLECTOR FRAME COMPRESSION SCREW BULB 2-1/4' (57.1 mm) BULB SEAT WRENCH FLAT 1/2"NPT 7/16' (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 COMPRESSION SCREW- 2-7/16° (62 mm) BULB SEAT WRENCH FLA LOBE NPT W_ 1/2' (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GL8118 GFS-1 00 PAGE 3 OF 6 I I I I 1 I I I 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. 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. 7/16" (11.1 mm) NOMINAL MAKE-IN SEP 2019 1/2" NPT WRENCH FLAT :it BULB S BULB $1 COMPRESSION SCREW FRAME DEFLECTOR FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GL8I0I 1/2(12.7 mm) NOMINAL MAKE-IN 3/4" NPT WRENCH FLAT BULB SEAT 2-7/16' BULB (62 2Tm) COMPRESSION SCREW FRAME DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 GFS-1 00 PAGE 4 OF 6 -2 15/16' DIA.- 2' DIA. MIN. HOLE IN CEILING -1 29/32 DIA. I--------- - - REDUCER \ / OEM 1/8" MIN. 5/8MAX.- 1/2AD). MAX. -3/4° AD). CEILING 1 MIN ,7 CUP 1 3/4' MAX. RETAINER FIGURE 7: RECESSED ESCUTCHEON TABLED: STANDARD ESCUTCHEONS 4 1/2° (114mm)DIA. 3 7/8' (98mm 4( 101mm) DIA. MIN- HOLE IN CEILING REDUCER '-I RETAINER T/ // // [5/8' (16 mm) MAX. - / 1/8° (3mm) MIN. ________ 1/2' (12mm) AD). 7/8' (22mm) MAX. - __________j 3/4' (19mm) AD). CEILING CUP 1/4'(mm) 1° (25mm) MIN. 11/2" (38mm) MA.X. - 1/2' AD). 1 3/4' (44mm) MAIL -3/4' ADJ. FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, 0, & E. TABLE E: SEISMIC ESCUTCHEONS TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 (1) (2) GL5601 (1112) GL8I0I * (1)(2) 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) 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) 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 / LPCB ICE APPROVED WITH 1/2" ADJUSTABLE AND 3/4° ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY 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 SEP 2019 GFS-1 00 PAGE 5 OF 6 I I I I I I I I I I I I I I I I [1 I I 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 T -L I SIN I TEMPERATURE GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL8I01 8101 GL8106 8106 —z- 135 135°F (57°C) 155 155°F(68°C) 1- 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 combinations. 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 E) 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 S SEP 2019 GFS-100 PAGE 6 OF 6 Series AH2 Victaulic® VicFlexTM Sprinkler Fittings Aic--ta-ulic- Series AH2 and AH2-CC Braided Flexible Hoses 10.85 I L I I I 1.0 PRODUCT DESCRIPTION Available Sizes by Component I . Series AH2 1"IDN25 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. o Sprinkler Reducers: Sprinkler Connections: ½ and %I15 and 20mm 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 ABS, AB11, AB12, ABBA and ABMM Bracket) Low Profile Long (for use with Style ABS, AB11, AB12, ABBA and ABMM Bracket) I . Inlet Connections: 1725 mm Grooved IGS I . 1725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. 3/4720 mm NFl or BSPT adapter nipples available for VdS. 1 ¼! 32 mm BSPT adapter nipples available for LPCB. 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 I , victaulic.com 10.855839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. 1 iataUliC I ,irt.i iDe mm 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 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 AB4 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 A137 Adjustable for suspended and hard-lid ceilings Style A138 for hard-lid ceilings with CD 60/27 profile metal studs (regionally available) Style A139 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 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 4/100mm. 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 1725.4 mm NPT or BSPT male thread 34/20mm 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) 3'776.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors FM (1/2"/15 mm reducer) K5.6/8,1 (SI.), 0/4720mm reducer) K14.0/20,2 (SI.) cULus (1/2 /15mm reducer) K8.0/11,5 (SI.), (3/4 /20mm reducer) K14.0/20,2 (SI.) VdS/LPCB (½/iS mm reducer) K5.6/8,1 (S. 1.), (3/4720 mm reducer) K8.0/11,5 (S. 1.) 10.85 5839 Rev AG updated 07/2019 © 2019 victaulic company. All rights reserved. victaulic.com 2 '%JtauIic victaulic.com 2.0 CERTIFICATION/LISTINGS <c®uS LISTED L_....) NOTE The VicF/ex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGaurd® 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 (1/2715 mm or 3/4720 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 and Nipple: Carbon Steel, Zinc Plated Reducer (1/2715 mm or 3/4"/20 mm): Carbon Steel, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 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 always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. I I I I I I I I I I I I I I U I I I victaulic.com 3 JtauIic! victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose 8 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___J___ 72/1830 Series : siiBraidedHose ME lIiiPIIuhuiiuhhIIIIIhIiiiiIIuiuiiii!Il -I FIIU Hose Length inches mm A inches mm B inches mm 31/790 1 24.5/622 29.8/757 36/915 1 29.5/749 34.8/884 48/1219 £ 41.5/1054 46.8/1189 - 60/1525 53.5/1359 58.8/1494 72/1830 655/1664 70.8/1798 -, Item Description 1 Flexible Hose 2 Isolation Ring 3 Gasket 4 Nut 5 Adapter Nipple 6 1 Braid Collar/Weld Fitting 8 Sleeve Item Description 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 \,#taulic 4.0 DIMENSIONS (Continued) Standard Reducer I 5.75/140 mm straight reducer I Optional Reducers I 9.0/229 mm straight reducer 1111111 I l U 13.0/330 mm straight reducer 2.62" /6I; 262 / H 66.5 mm H I mm 1227 mm 1661 I Short 90° elbow reducer Long 90° elbow reducer 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 2.8 47 116mrn f12 m m i 11 1.4/ 1.4/ 36mm 36 mm Short 90° elbow reducer Long 90° elbow reducer NOTE Style AB11: When low profiles elbows are used with the Style AB1I 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. I victaulic.com 5 C- J'tauIiC I I I I I I I I 4.1 DIMENSIONS VicF!ex Brackets Style AB1 Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description 1 24'7610 mm or 48'71219 mm Square Bar L 2 Patented Center Bracket - End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Style AB2 Suspended Ceilings Hard-Lid Ceilings Item Description - 24"/610mm0r48"/1219mm Square Bar L 2 Patented Vertically Adjustable Center Bracket C 3_ End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed tyIe AD3 Surface Mount Applications FM/LPCB Approved 10.85 5839 Rev AG Updated 07/2019 © 2019 victaulic Company. All rights reserved. victaulic.com 6 tauIic victaulic.com 4.2 DIMENSIONS VicF!ex Brackets Style AB4— Hard-Lid Ceilings with Hat furring channel grid system Item L Description L 1 24/610 mm 0r48"/1219mm Square Bar L2 Patented Vertically Adjustable Center Bracketj L 3 End Bracket for Hat Furring Channel I NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. -Styk AB Hard-Lid Ceilings L item L Description 1 24/610mm 0r48'/1219mm Square Bar 2 LPatented Vertically Adjustable Center Bracket 3 I 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 L 2 L Patented 1-Bee2 Center Bracket L 3 L End Bracket NOTE Both sizes FM/VdS/LPCB Approved. Styic AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description 1 700 mm or 1400 mm Square Bar 2 [_ Patented 1-Beer Center Bracket -- 3 End Bracket (adjustable) NOTE Both sizes FM/VdS/LPCB Approved. 10.85 5839 Rev AG Updated 07/2019 © 2019 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 I I victaulic.com 4.3 DIMENSIONS VicFlex Brackets -Style ADO— Hard-Lid Ceilings Item Description 700 mm or 1400 mm Square Bar 2 Patented Vertically Adjustable Center Bracket E 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. -Styl9 AB1IL_ Suspended ceilings Armstrong® TechZoneTM Item Description 11111 I 6"/152mm Square Bar L 2 L Patented 1-Bee2° Center Bracket I End Bracket NOTE FM/VdS/LPCB Approved, cULus listed. tyIe ADhl Suspended ceilings Hard-Lid ceilings Item Description iJ 2476110 mm 0r48'/1219mm Square Bar L 2 Patented 1-Beer Center Bracket 3 I End Bracket NOTE FM/VdS Approved, cULus listed. Style Suspended ceilings Hard-Lid ceilings Item Description 1 Style AB12 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 \,#'ctauIic. victaulic.com 4.3 DIMENSIONS (CONTINUED) VicFlex 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, 125 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x x 15.24, 125 Torx Drive Recessed Style ABMM Surface mount Stand-off mount Item Description 1 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 1 x 15.24, 125 Torx Drive Recessed I F] I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 victaulic company. All rights reserved. victaulic.com ,h taui ic I I I I I I victaulic.com 4.4 DIMENSIONS Clearances Sorioc AH2 Braid-19-d- Hoco 3nd Style A131 Brackot A Bracket See Chart Assembly 21/W/60 mm 21A6'/68 mm Style AB1 max. hole max. hole Typical l.7'/43 mm ff4.4"/ mm min. hole mm hole 15.9 mm 2751 mm 2~'/60mm ceiling Typical ceiling 1tile Finished See note ceili ng face grid 24'/610 mm or V27 V38 48'71219 mm on Pendent Center Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" 1h" 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 "R" Minimum 2.0 3.0 7.0 Bend Radius 1 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 AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 10 ___________ Bracket victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket A See Chart 21%/68 mm 21W/60 mm 2W/60 rem max. hole max. hole max. hole 2W/60 mm 2/51 mm 2/51 mm mix, hole mix, hole mix, hole Finished ceiling Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4 120mm ½" 113mm 3/4 120mm 3/4" 120mm ½" 113mm WI 20mm WI 20mm 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" 120mm WI 20mm 1133mm 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. I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.Com 11 \ ,4taulic" I I I I I I I I I I I I I I I victaulic.com 4.6 DIMENSIONS Clearances Congo AH2 Urnidod I Ioc amd Style AB4 B&.kt 23A"/60 mm 211/768 mm 4note See Chart max. hole max. hole 2751 mm 2W/6Ornm mm. hole mm. hole J 159m Typical Ta finxhed See ceiling tile ceiling face Typical 16/406 mm - mm 2476110 mm on Center Typical V27 V38 Pendent cell ng grid Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" W. 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 "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 X 0 As _t_:a - 4.7 DIMENSIONS Clearances 6eriea AH2 Braided Hoac and Style A5 racket A See Chart Bracket Assernblyf AB~ 2W/60 mm 2%768 mm 2W/60 mm S le 7 max. hole mao, hole max. hole 2751 mm 2W/60 mm 2751 mm rein, hole mm, hole rein, hole 3.67 m2x4" MetalStud l6/4O6 mm_____Drywall_ ceiling fac ed 15.9mm' Stud C/C V27 V38 V27 Pendent Sidewall Hose Clearance Chart Straight Reducer "V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4 120mm ½" 113mm /4"1 20mm 3/4" 120mm ½" 113mm 3/4 1 20mm 3/4" 120mm ½" I 13mm 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 6.0 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 %"l 20mm WI 13mm 3/4"120mm 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 '$1tauIic victaulic.com 4.8 DIMENSIONS Clearances Al 12 Braided I loc amd Otyle AB11 Brooket (LOW PROFILE SOLUTION) 21/8 /60 mm 211/6 /68 mm I , - Bracket I Assembly 2751 mm 2W/60 mm A cs5 Style AB1 1 max. hole max. hole mm. hole mm. hole See Chart I 30/ 76mm 1.7743 mm nished 5.9 mm ceiling ceiling grid Typical I See Note 24/610mm or face ceiling tile I V27 V38 4871219 mm on center Pendent Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4'120mm 1/2 I13mm 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 ___________ 54u8n Nominal 14/355 TypcaI Ceiling V2707 %"1 12.7 mm MAX. RECESS V2707 114'719 mm MAX. RECESS J1t au I ic 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 15 4.9 DIMENSIONS Clearances Style AB12 dnd ABBkBrdcket Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Recessed Sprinkler and Low Profile Short Elbow Straight 5.757140mm Reducer Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4!719 MM 3/4Y19mm 3/~719mm 3/4719 MM 3/4Y19mm 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 J Squarebar it inch/ 3 mm 1 i/ 56 mm Co '_JF~ 0.287 100 mm 7mm I F I I I I I I I I I I I 1 1 I I I I victaulic.com 4.10 DIMENSIONS Clearances Style AB3 and ADMM Bracket 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 Wall Thickness 2 4 6 8 10 2 4 6 8 10 "A" 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 5.751 9 fi3 9 J 13 13 13 "B 146.1 228.6 330.2 146.1j228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 1228.6J330.2 228.6 330.2 330.2 330.2 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 10.61 13.8 17.8 11.8 115.8 13.8 11.8 "C 294 376 478 243 325 427 275 376 325 275 319 402 503 268j351 452 1 3J 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 ___________ 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers LISTED Style AB1, AB2, AB4, A135 and AB1O Brackets Maximum Equivalent Length Number of of 1/33.7mm 900 Bends at 2751 mm Sch. 40 Pipe (C=120) Bend Radius inches/mm inches/mm/type feet/meters 31/790 1//15/Straight 16/4.9 4 3/4 /20/Straight 17/5.2 4 36/915 ½/iS/Straight 21/6.4 5 1/4"/20/Straight 23/7.0 5 48/1220 ½/iS/Straight 32/9.8 8 34/20lStraight 37/11.3 8 60/1525 1/2 /15/Straight 46/14.0 10 3/4'/20/Straight 46/14.0 10 72/1830 '/2/15/Straight 55/16.8 12 3/4'/20/Straight 53/16.2 12 Series AH2 and AH2-CC Braided Hose with 90° Low Profile Elbows USTED Style AB11 VicFlex Bracket Maximum Equivalent Length Number of of 1"/33.7mm 90° Bends at 2751mm Sch. 40 Pipe Bend Radius inches/mm inches/mm feet/meters 31/790 ½/iS 24/7.3 4 3/4 /20 24/7.3 4 36/915 1/2715 26/7.9 5 3/4 /20 28/8.5 5 48/1220 ½/iS 43/13.1 8 '/4'/20 -. 42/12.8 -- 8 60/1525 1/2 /15 49/14.9 10 1/4 /20 50/15.2 10 721830 / ½/iS 65/19.8 12 3A/20 63/19.2 - 12 - 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 17 r,/StauIic victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches/ inches/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ mm mm meters meters meters meters meters meters meters meters meters meters meters meters 1/2/15 8.5/2.6 11.0/3.4 13.0!4.0 16.0!4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31!790 /4/2O 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 /15 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 /!20 14.0/4.3 17.0!5.2 19.5!5.9 20.0!6.1 23.0!7.0 N.A N.A N.A N.A N.A N.A N.A W/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 NA N.A N.A N.A 48/1220 3/4'/20_ 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 ½/15 21.5/6.6 24.0!7.3 27.0!8.2 28.5!8.7 30.0!9.1 31.0/9.4 37.0/11.3 42.0!12.8 44.0/13.4 46.0/14.0 N.A N.A 60/1525 /4"!2O 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 36.5/1 1.1 137.5/11.4140.5/12.5141.0/12.8142.0/12.8146.0/14.0 49.0/14.9 52.0!15.8 54.0/16.5 55.0/16.8 72/1830 ~/20 32.0/9.8 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. U victaulic.com 18 _jtauIic I [1 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 19 JltauIic I I victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, AB4, AB5, AB7, AB7 Adj., A138, AB10, A1312, 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 1/33.7mm Sch. 40 Pipe feet/meters Maximum Number of 900 Bends at 77178 mm Bend Radius - 31/790 5.6/8.1 W/15/Straight 13.8/4.2 2 23.5/7.1 ½'I15/90 Elbow 36/915 5.6/8.1 W/15/Straight 16.6/5.1 2 25.6/7.8 1/2 /15/90 Elbow 48/1220 5.6/8.1 W'/15/Straight 23.4/7.1 3 30.7/9.3 1/2'/15/90 Elbow 60/1525 5.6/8.1 ½/15/Straight 30.2/9.2 4 35.9/10.9 1/2 /15/90 Elbow 72/1830 5.6/8.1 ½/15/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 3/4 /20/90° Elbow 36/915 - 8.0/11.5 1/4"/20/Straight 20/6.0 2 /4/20/90° Elbow 19.7/6.0 - 48/1220 8.0/11.5 3/4 /20/Straight 27.8/8.4 3 26.6/8.1 3/4 /20/90 Elbow 60/1525 8.0/11.5 3/4'/20/Straight 35.7/10.9 4 .. 33.6/10.2 /.4/20/90 Elbow 72/1830 8.0/11.5 3/4"/20/Straight 43.5/13.2 4 40.6/12.2 3/4 /20/90° Elbow 31/790 11.2/16.1 34/20/Straight 16.5/5.0 2 17.8/5.4 3/4"/20/90 Elbow 36/915 11.2/16.1 1/4'/20/Straight 19.5/5.9 2 20.7/6.3 /4'/2O/9O° Elbow 48/1220 11.2/16.1 3/4"/20/Straight 26.7/8.1 3 27.9/8.5 4"/20/90 Elbow 60/1525 11.2/16.1 3/4 /20/Straight 33.9/10.3 4 35/10.7 /4'/2O/9O Elbow 72/1830 11.2/16.1 ~ /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 3/4"/20/90° Elbow 36/915 14.0/20.2 /4"/20/Straight 19.4/5.9 2 19.6/5.9 3/4"/20/90 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 14.0/20.2 ~"/20/Straight 33.9/103 4 34.1/10.4 /4'/20/90 Elbow 72/1830 14.0/20.2 34'/20/Straight 37.5/11.4 4 38.6/11.7 3/4"/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 30° 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°. I I F I I I I I Fi 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 VicF!ex Bracket Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm Equivalent Length of 1"I33.7mm Sch. 40 Pipe feet/meters Maximum Number of 900 Bends at 77178mm Bend Radius 31/790 5.6/8.1 1/2715 13.7/4.2 2 36/915 5.6/8.1 ½'/15 17.0/5.2 2 48/1220 5.6/8.1 ½"/15 25.0/7.6 3 60/1525 5.6/8.1 1/2 /15 33.0/10.1 4 72/1830 5.6/8.1 ½V15 41.1/12.5 4 31/790 8.0/11.5 /4/20 13.6/4.14 2 36/915 8.0/11.5 3/4720 16.9/5.2 2 48/1220 8.0/11.5 /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 //20 13.7/4.2 2 36/915 11.2/16.1 //20 17.0/5.2 2 48/1220 11.2/16.1 /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 %"/20 40.9/12.5 4 31/790 14.0/20.2 /4/20 13.5/4.1 2 36/915 14.0/20.2 3/4*/20 16.8/5.1 2 48/1220 14.0/20.2 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 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 AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 20 \JtauIic Series AH2 Braided Hose Style AB1, AB2, AB3, AB4, AB5, AB7, A138, AB10 and AB12 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 10.9 235 victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose Style AB1, AB2, A134, A135, AB7, AB7 Adj., AB8, A1310, AB11 and AB12 Brackets Equivalent Length of Maximum Number Length of steel pipe according to of 90" Bends at Stainless Steel Outlet EN 10255 DN 25 3/76.2mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches meters/feet meters/feet 31/790 15mm/1/2 55/18.0 3 20mm/l/4 36/915 15mm/1/2' 6.4/21.0 3 20mm/3/4 48/1220 15mm/1/2' 8.5/27.9 3 20mm/3/4 60/1525 15mm/l/2' 10.7/35.1 4 20mm/3/4 72/1830 15mm/1/2° 12.8/42.0 4 20mm/l/4 VDS CEILING MANUFACTURERS LIST AB1, 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 Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn Series AH2 and AH2-CC Braided Hose _____ [ifçj Style AB1, 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 3776.2mm Hose Size (33,7 x 3,25) Bend Radius mm/inches mm/inches/type meters/feet 790/31 lsmm/½/Straight 1.8/6.0 2 20 mm/3/4'/Straight 15 mm/l/2"/Straight915/36 3.6/11.9 20 mm/l/4/Straight 3 15mm/½/Straigj 1220/48 4.3/14.0 3 20mm/3/4'/Straight 1 15 mm/½'/Straight I 1525/60 4.1/13.6 20mm/3/.t"/5traight 3 I 15 mm/'/2'/Straight 1830/72 5.5/18.1 20mm//.s"/Straight_ 3 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). 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 21 '.(ctauIic I I 1 I I I I I I I Li I I I I I I I I 6.0 NOTIFICATIONS A WARNING 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 \j4t8u1ic 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/Iinearft N/linearm 31/790 5.2 23 2.6 38 0.8 36/915 5.5 25 2.8 40 o 48/1220 6.3 28 3.1 46 12 60/1525 7.0 31 3.5 51 15 72/1830 168 57 - ___ ___________ Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N Ib/Iinearft N/linearm 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/linearm 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 VicFlex sprinkler hose and bracket. 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 23 A-s—telul—icr I I 1 I I I I I I I I I I I I I I I I victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends fibnd 2X Minimum Minimum nbend2muZus Mhm Minimum radius ben' bend radius bend radius bend radius OR Minimum )l' OR bend radius 90. Minimum bend radius Minimum bend radius - b Minimum end radius Minimum bend radius Minimum bend radius NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. l-VicFlex-AB1-AB2.AB1O l-VicFlex-AB3 l-VicFlex-A54 l-VicFlex-AB7 I-VicFlex-A138 1-Vic Hex-AS 12 1-VicHex-ABBA l-VicFlex-ABMM 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 'earning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alte, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sae, 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 sabsidaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to l-VICFLEX-AB1-A132-AB10, l-VICFLEX-AB4, l-VICFLEX-A87, or l-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 websife at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic company, All rights reserved. virttiiIicrnm 24 J'tauIic I I E 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. Schedule 10 Pipe 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. I I I I - __'~ ~ -11, ~, _ - I", . I — __ , It: ~ , - _`; , '__ ~ — ~ ~ ":- 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 II 2.375 2.157 2.64 lbs/ft 37 2 1/2 2.875 2.635 3.53 lbs/ft L 30 3 3.500 3.260 4.34 lbs/ft 19 14 _4500 40 5.62 JPLft . 19 Schedule 40 Pipe 't11.1ia1r ..zL. 1 1.315 1.049 1.68 lbs/ft 70 11/4 1.660 1.380 2.27 lbs/ft 51 11/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 1 3.66 lbs/ft 41 30 21/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 .4 4.500 4.026 L .j0.8Q lbs/ft . 19 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, QA, 1 Chesterfield, MO 63017 contact your salesperson CUS 81 /l (800) 325-4467 today at (800) 325-4467 or LISTED 0 9 81 .LMOOS TUBE cCIVIPANY FAX: (636) 537-2645 (636) 537-2600 in the USA, www.bullmoosetube.com or from Canada ACR?flROcompany e-mail: sa1es.bu11moosetube.com call (800) 882666 ______ 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 I I I I I I [ [1 I I FM Approved and Fully Listed Sprinkler Pipe SCHEDULE 10 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 1 I In mm {s. /ftk9/m CRR' ir 1 mm Lift Approvals and Specifications 1 1. Both products meet or exceed 1'% 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 the following standards: 1% 1.900 48.3 1.682 42.7 .109 2.77 2.09 3.11 5.8 61 J 11 - .L . 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) 2% 2.875 73.0 , 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 NFPA13 L 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 .120 . 3.05 . 5.62 1 8.37 1.6 . ,, . . ... 19 to the toughest possible testing protocols to 5 5.563 141.3 5.295 134.5 3.40 7.78 11.58 1.5 .134 13 ensure the highest quality and long-lasting ' 1' I 6 6.625 1683 6.357 161.5 3.40 9,30 13.85 1.0 . .134 1 . 10 performance. -, 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 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 Is used as the benchmark (value of 1.0). pipe ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be SCHEDULE 40 SPECIFICATIONS I 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 .. 1' j mm In. L mm Ibs./ftI 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. 1141 1.660 42.2 1.380 35.1 H H 3.56 ' 2,27 3.39 1.00 .140 51 Product Marking 1% 1.900 48.3 1.610 40.9 .145 3.68 - 2.72 4.05 1.00 44 Each length of Wheatland fire sprinkler ' 1 'i pipe is continuously stenciled to show 2 2.375 603 2.067 525 .154 3.91 3.66 5.45 100 ... .'. .. .. ... . 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a * The CAP 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: I LOCATIONS: COMMENTS: El BLACK El HOT-DIP GALVANIZED P Wheatland Tube 700 SoLith Dock Street Sharon, PA 16146 H ii' tiii I P 800.257.8182 1 F 724.346.7260 1 info'wheatIand.com I wheatland.com 1 SCHEDULE 10 I I High Strength Steel Fire Sprinkler Pipe Schedule 10 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, M I; prection 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 (VIZM), when installed in accordance with the fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-6ded and welded lengths for wet systems. Schedule 10 pipe products are cdated 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) HO LENGTHS (ft) PRESSURE RESISTANCE (inches) (inches). FILLED PER (psi) RATIO (CRR) - (lb/fl) BUNDLE UL FM SCH. 10 1 SCH. 40 3 3.260 .120 4.33 7.95 24 21 .3O0300 3.00 1.0 4 4.260 120 561 1179 1 19 21 300 300 190 10 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 (VIZM), 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 orvater-based coating. Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL WEIGHT WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (lb/fl) H2O LENGTHS (ft) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO (CRR) (Ib,(ft) BUNDLE UL I FM Reference Value I I I I I I I I I 21 300 300 1.0 21 300 300 1.0 21 300 300 1.0 21 300 300 1.0 3 3.068 4 4.026 .216 .237 7.58 10.79 10.78 16.31 24 19 6 6.065 .280 - 18.97 31.50 10 82 7.981 .322 28.55 50.24 7 I Notes: 1. - Other lengths are available upon request. 2. - 8 inch SCH 30 (.277 inches) pipe can be supplied from 8" Sch 40. I C& US LISTED TEX-TUBE FIRE PROTECTION PIPE - -. APPPflUifl I Victaulic® FireLockTM Fittings JtauIic° 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 1 V4 - 8/DN32 - DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLocklM 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 UMD (E © 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. El Red enamel in Europe, Middle East, Africa, and India. F1 Optional: Hot dipped galvanized. 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 10.031539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. ictaulic I I I I I I I I I I I 1 Li 4.0 DIMENSIONS -CtoE - C 0 Cto" U -L C -b 4 to No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 900 Elbow 450 Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 1 ¼ 1.660 - - - - - - 0.82 0.3 DN32 42.4 - - - - - - 21 0.1 1 1/2 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 ONSO 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 1.5 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 24 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 1 3.4 - 1 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 83 4.88 15.7 1.00 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 530 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 2191 173 11.6 1 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - 6.94 33.6 - - 216.3 173 10.5 , j - - 176 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 \Js4t _au IiC \ ,41tau1iC I I I I I I 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 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 Nominal Outside Size Diameter 90° Elbow 450 Elbow Branch Run inches inches feet feet feet feet DN mm meters meters meters meters 11/4 1.660 - - - - DN32 424 - - - - 1½ 1.900 - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DNSO 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 - 1.4 - - 0.7 3.4 -- 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 - 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 - 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 - 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 - . 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1 1.5 10.1 - 4.0 - 8.515 13.0 - 33.0 13.0 216.3 4.0 - 10.1 4.0 1 The flow data listed is based upon the pressure drop of Schedule 40 pipe. I I I I I I I I I j I I 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® FireLock TM Rigid Coupling Style 009N 10.02: Victaulic® FireLockTM Rigid Coupling Style 005H with Vic-PlusTM Gasket System 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 patentor 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.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 Roy N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 J#taUIiC I I Victaulic® FireLockTM Installation-Ready"' Rigid Couplings I Style 009N and Style 109 Ai-C taUIiC 10.64 1.0 PRODUCT DESCRIPTION Available Sizes Style 009N: 11/4 - 12/DN32 - DN300 Style 109: 11/4 - 2 ½/DN32 - 73.0 mm Pipe Material Schedule 10, Schedule 40 or specialty carbon steel pipe listed in Section 5. 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 with grooved ends conforming to oublication 25.01. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS FL RUN FvdlsUSTED (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 M Updated 12/2018 © 2018 victaulic company. All rights reserved. 1 __ x"Atc--ta—uhice I 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic company. All rights reserved. victaulic.com 2 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) Red enamel (Europe) Optional for Style 009N: Hot dipped galvanized Gasket: (specify choice) 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/-40°C and above. Not compatible for use with hot water services or steam services. NOTES Reference should always be made to publication -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: (specify choice) Standard: 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) and ASTM A563M Class 9 (metric). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). Optional for Style 009N: 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.' 1 Optional bolts/nuts are available in imperial size only. 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. I 4.0 DIMENSIONS Style 009N Two-Bolt Installation-Ready Coupling I I I I Size Maximum Maximum Allow. - Bolt/Nut Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Pipe End Approx. X V Nominal Diameter Pressure2 Load2 Separation3 Qty. Size X V Z (Each) inches inches psi lb inches inches inches inches inches inches inches lb ON mm kPa N mm - mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 3/sx2 3.13 5.00 2.75 5.00 2.00 1.4 DN32 42.4 2517 3514 2.54 2 M10x51 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 3/8 X2 3.38 5.13 3.00 5.13 2.00 1.5 DN40 48.3 2517 4604 2.54 2 M10x51 86 130 76 1 130 51 0.7 2 2.375 365 1617 0.12 3/8 X2½ 4.00 5.63 3.50 5.63 2.00 1.9 DN50 60.3 2517 7193 3.05 2 M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 2 3/8 X2½ 4.50 6.13 4.00 6.13 2.00 2.1 73.0 2517 10542 3.05 1 M10x63 114 156 102 156 51 1.0 3.000 365 2580 0.12 'Is x2½ 4.63 6.00 4.13 6.13 2.00 2.1 0N65 76.1 2517 11476 3.05 2 M10x63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 /<2,2 5.13 6.75 4.63 6.75 2.00 2.3 DN80 88.9 2517 15622 3.05 2 M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 3/8X2½ 6.00 7.88 5.63 750 2.13 2.9 DN100 114.3 2517 25822 4.32 2 M10x63 152 200 143 191 54 1.3 4.250 365 5178 0.17 2 3/8 X2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 1 M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8872 0.17 2 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 141.3 2517 39456 4.32 M12x76 184 235 171 232 57 2.3 5.250 365 7901 0.17 ½x3 6.63 9.00 6.38 9.00 2.25 4.8 - 1330 2517 35106 4.32 2 M12x76 168 229 162 229 57 2.2 5.500 365 8672 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 DN125 139.7 2517 38529 4.32 M12x76 175 235 171 232 57 2.2 6 6.625 365 12582 0.17 ½x3¼ 8.38 10.38 7.88 10.13 2.25 6.0 DN150 1683 2517 1 44469 4.32 2 M12x83 213 264 1 200 257 1 57 2.7 6.250 365 11198 0.17 1/2 x 3 1/4 7.88 10.00 7.38 9.88 2.25 5.6 2 159.0 2517 49753 4.32 - M12x83 . 200 254 187 251 57 2.5 6.500 365 12112 0.17 1/2 X3 1/4 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 2 M12x83 203 260 197 257 57 2.7 8 8.625 365 21326 0.17 5/8X4 10.88 13.38 10.25 13.13 2.50 11.4 DN200 219.1 2517 94863 4.32 2 M16x 101 - 276 340 260 333 64 5.2 8.500 365 20712 0.17 5/8X4 10.63 13.25 10.25 10.13 2.63 11.4 2 1 216.0 2517 55968 4.32 M16x 101 270 337 260 257 67 5.2 10 10:750 300 272290.25 /8X61/2 13.75 17.00 13.25 17.13 2.75 22.6 0N250 273.0 2068 121121 6.4 2 M22 165 349 432 337 435 70 10.3 12 12.750 300 38303 0.25 7/8 X6½ 16.00 19.00 15.50 19.13 2.75 27.6 DN300 323.9 2068 170380 6.4 2 M22 x 165 406 483 394 486 70 125 2 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. Style 009N couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "EL" 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 or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with 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 FlushSeal gaskets cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 I 4tauiicr I I I I I I I I I I I I I victaulic.com 4.1 DIMENSIONS Style 109 One-Bolt Installation-Ready Coupling fr/354 r Style 109 Pre-Assembled Size Maximum Maximum Pipe End - Bolt/Nut Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Separation Approx. YL YB X Z YL YB X Z Nominal Diameter Pressure4 Load4 Allowable5 Qty. Size (Each) inches inches psi lb inches inches inches inches inches inches inches inches inches inches lb mm mm kPa N mm mm mm mm mm mm mm mm mm mm kg 1¼ 1.660 365 790 0.10 3/sX2¼ 1.88 2.50 3.13 1.88 1.88 2.63 2.75 1.88 1.4 DN32 42.4 2517 3514 2.54 M10x57 48 64 79 48 48 67 70 48 0.6 1½ 1.900 365 1035 0.10 3/8 x2'/4 2.00 2.63 3.25 1.88 2.00 2.75 3.00 1.88 1.5 DN40 48.3 2517 4604 2.54 1 - M10x57 51 67 1 83 48 51 70 1 76 48 0.7 2 2.375 365 1616 0.12 'Is x2½ 2.25 2.88 3.88 2.00 2.25 3.13 3.50 2.00 1.8 DN50 60.3 2517 7193 3.05 1 M10x63 1 57 73 98 51 57 79 89 51 0.8 21/2 2.875 365 2370 0.12 1 3.05 3/8 X2½ 1 2.50 3.13 4.38 2.00 2.50 3.38 3.88 2.00 2.1 73.0 2517 10542 1 M10x63 64 79 111 51 64 86 98 51 0.9 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. Style 109 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 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 or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with 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 FlushSeal gaskets and cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 4 \j19t8UIiC I uifaiIir 5.0 PERFORMANCE Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 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 approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DN mm bar bar bar bar bar bar 365 365 363 363 363 363 1 1/4 1.660 DN32 42A 2517 2517 2503 2503 2500 2500 25 - 25 25 1 25 25 25 365 365 363 363 363 363 11/2 1.900 DN40 483 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 2 2.375 DN50 60.3 2517 2517 2503 2500 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 21/2 875 2517 2517 2503 2500 2500 2500 • 25 25 25 25 25 25 365' 363' 363 363 30co 2517' N/A 25038 N/A 2500 2500 DN65 • 25 25' 25 25 365 365 363 363 363 363 3 3.500 2517 2517 2503 2503 2500 2500 DN80 88.9 25 25 1 25 25 25 25 365 365 363 363 363 363 4.500 2517 2517 2503 2503 2500 2500 DN 100 114.3 25 25 25 25 - 25 25 363 363 85 • g N/A N/A 2503 2503 N/A N/A 25 25 290 365 363 363 232 363 5 563 2000 2517 2503 2503 1600 2500 • 20 25 25 25 - 16 25 3638 5.250 N/A N/A 2503' N/A N/A N/A 13 30 290' 25 5. 3638 232 363 DN125 35 • 2000' N/A 25038 N/A 1600 2500 20' 258 25 25 300 365 363 363 232 363 6 6.625 2068 2517 2503 2503 1600 2500 DN1SO 183 20 25 25' 25 16 25 3638 6.250 N/A N/A 25038 N/A N/A N/A 159.0 25 29010 3638 363 6.500 200010 N/A 25038 N/A N/A 2500 165.1 20 258 25 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems 400 F/C and above. Please see the Victaulic Installation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. 10 cULus listed for EN 10220 4.0 mm pipe wall. cULus listed for EN 102554.5mm pipe wall. 1 With optional stainless steel fasteners, cULus Listed to 175p5i/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316 on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa /17 bar. I I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 5 ictaulic I I I I I I I I I I I I I I 5.0 PERFORMANCE (CONTINUED) Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 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 approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DN mm bar bar bar bar bar bar 300 365 363 363 232 363 8 8.625 DN200 219.1 2068 2517 2503 2503 1600 2500 20 _25 25 1 25 16 25 290 3638 8.500 2000 N/A 25038 N/A N/A N/A 216.0 20 25 10 10.750 300 300 300 300 DN250 273.0 2068 2068 2068 2068 N/A N/A 20 1 20 20 1 20 12 12.750 30012 300 250 300 DN300 323.9 206812 2068 1720 2068 N/A N/A 2012 25 17 20 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the Victaulic Installation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. 0 cULus listed for EN 10255 4.5 mm pipe wall. " With optional stainless steel fasteners, cULus Listed to 175psi/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316 on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa /17 bar. 5.1 PERFORMANCE Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals13 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. Size cULus FM______________ Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi inches inches kPa kPa kPa kPa ON mm bar bar bar bar 1'/4 1.660 365 365 365 365 DN32 42.4 2517 2517 2517 2517 25 25 25 25 11/2 1.900 365 365 365 365 DN40 48.3 2517 2517 2517 2517 25 - 25 25 25 2 2.375 365 365 -. 365 - 365 DN50 60.3 2517 2517 2517 2517 25 25 25 25 2.875 365 365 365 365 21/2 73.0 2517 2517 2517 2517 25 25 25 25 13 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the Victaulic Installation Manual 1-109 for details concerning when supplemental lubrication is required. 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 6 \J1tauIiC victaulic.com 5.2 PERFORMANCE Specialty Pipe Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM psi psi inches kPa kPa Pipe Type DN bar bar 1¼-4 300 EF DN32— DIN 100 2068 N/A 20 300 300 EL 2068 2068 DN32—DN50 20 20 300 ET40 2068 N/A DN32—DN50 20 300 EZF 3-4 2068 N/A DN8O—DN100 20 300 300 EZT 2068 2068 DN32—DN50 20 20 300 FF 2068 N/A DN40—DN100 20 300 300 GL 2068 2068 DN32—DN50 20 20 300 300 2068 2068 0N32—DN100 20 20 IMF 175 175 1205 1205 DN150 12 12 300 300 MT 2068 2068 DN32—DN50 20 20 300 MLT N/A 2068 DN32—DN50 20 300 IF 21/2-4 N/A 2068 73.0 rnm—DN100 20 175 300 WG5,WG5E,WF5,WG7,WG7E,WL7 1 1/4-4 1205 2068 DN32—DN100 12 20 300 300 WLS 2068 2068 DN32—DN50 20 20 I I I NOTES 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. EZE = 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. DL = DL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG5, WG5E, WF5 = WGalweld 5, WGalweld 5E, WFlow 5 steel pipe manufactured by Wuppermann Stahl GmbH. WG7, WG7E, WL7 = WGalweld 7, Wgalweld 7E, WLight 7 steel pipe manufactured by Wuppermann Stahl GmbH WLS = WLS steel pipe manufactured by Wheatland Tube Co. I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. I victaulic.com 7 JtauIic I Li I I L I I I I I I I I victaulic.com 5.3 PERFORMANCE Specialty Pipe Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals Size PressureRating cULus FM inches psi psi Pipe Type DN bar bar 300 1¼-2½ N/A 2068 DN32 —73.0mm EF 20 300 1½-2½ DN40 —73.0mm 2068 N/A 20 300 Easy-Flow 1 1/4 _2 N/A 2068 DN32 - DN50 20 300 EL 1¼-2 N/A 2068 0N32—DN50 20 300 300 ET4O lh/4 2 2068 2068 DN32 - DN50 20 20 300 lh/4 2 N/A 2068 DN32 - DN50 EZT 20 300 1½-2 DN40 - DNSO 2068 N/A 20 300 300 FF 1½-2½ 2068 2068 DN40 —73.0mm 20 20 - 300 GL 1¼-2 N/A 2068 DN32 - DN50 300 300 MF 1'/42½ 2068 2068 DN32 —73.0mm 20 20 300 300 MT 1¼-2 2068 2068 DN32 - DN50 20 20 300 300 MLT lh/4 2 2068 2068 DN32 - DNSO 20 20 300 TF 2½ N/A 2068 73.0 mm 20 1 1/4 -2 300 WG7, WG7E N/A 2068 DN32—DN50 - 20 lh/4 2 300 WLS DN32 - 0N50 N/A 2068 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. Easy-Flow = Easy-Flow steel pipe manufactured by Borusan Mannesmann Boru. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Eire-Flo steel pipe manufactured by Youngstown Tube Co. GL = 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. MLT = MLT steel pipe manufactured by Wheatland Tube Co. TE = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG7, WG7E = WGalweld 7 and WGalweld 7E steel pipe manufactured by Wuppermann Stahl GmbH. WLS = WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 8 J(ctauIic• victaulic.com 6.0 NOTIFICATIONS I A WARNING I 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 designers 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 05.01: Seal Selection Guide 25.01: Original Groove System (OGS) Groove Specifications I 1-009N' Installation Instructions FireLock EZTM Rigid Coupling Style 009N 1-100: Victaulic Field Installation Handbook 1-109: Installation Instructions FireLocksu One-Bolt Rigid Coupling Style 109 l-ENDCAP: Victaulic End Cans Installation Instructions I I I I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination unto 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 to be 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 unwell as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing 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 in PDF 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 patent or 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/sr other countries. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com \JtauIiC [ Li I I I I I I I m [1 I I I I I FireLock® Rigid Coupling Style 005H I with Vic-PlusTM Gasket System Patented Exaggerated for clarity I vicP14.4 Gasket System Approvals/Listings: USTED Of E9 I 104-la/02 I See Victaulic Publication 10.01 for more details. LPC and VdS Approved, see notes on page 3 I Product Description: FireLock Style 005H rigid coupling has a unique, I patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. I Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the I housing over the gasket. This reduces components to handle during assembly. Style 005H FireLock coupling are designed and I recommended for use ONLY on fire protection systems. Vic-Plus° Gasket System: Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. Job/Owner System No. Location Contractor Submitted By Date I I I I I 4taUIic 10.02 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: (specify choice) Standard: Orange enamel (North America); red enamel (Europe) 0 Optional: Hot dipped galvanized Coupling Gasket: (specify choice) NOTE: Additional gasket styles are available, contact Victaulic for details. 0 Grade "E" EPDM Type A Vic-Plus'° Gasket System' EPDM (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 Vic-Plus'° Gasket System, requiring no field lubrication for most installation conditions. 0 Grade "L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. 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. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°c. Based on typical" pipe surface conditions, supplemental lubricant is recommended for services installed below O°F/-18C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. Engineer Spec Section Paragraph Approved Date 1 11 victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 10.02 1538 Rev M updated 1012014 © 2014 Victaulic company. All rights reserved. 1 Jtauhcr victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 ¼ - 4132 - 100 mm sizes and 300 psi /2068 kPa for 4 ¼ - 8/108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular 9 deflection. Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End Dimensions Weight __________ X V Z Size Diameter Pressure 14 Load' Separation Bolt/Nut3 Each inches inches psi lbs. inches No- size inches inches inches lbs. mm mm kPa N mm inches mm mm mm kg 11/4 1.660 350 755 0.05 2- 3/, x 21/4 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 48 0.5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 2-3/a x2¼ 76 121 48 0.5 2 2.375 350 1550 0.07 2-3/a X2½ 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 89 133 48 0.7 21/2 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 2-3/8 X21/2 102 146 48 .09 76.1 mm 3.000 350 2475 0.07 2-3/a X2½ 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 48 0.9 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2-3/,x2½ 118 156 48 1.0 4 4.500 350 5565 0.16 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 2-3/8 X2½146 184 54 1.4 108.0 mm 4.250 300 4255 0.16 2- /8 x 21/2 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 5.563 300 7290 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2-1/2 x3 175 229 54 2.0 133.0 mm 5.250 300 6495 0.16 2-½x2~ 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7mm 5.500 300 7125 0.16 2-½x2~ 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 6.625 300 10340 0.16 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 2-1/2 x3 203 254 53 2.3 159.0 mm 6.250 300 9200 0.16 2-½X23/4 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1 mm 6.500 300 9955 0.16 2-½x3 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 10.50 11.3 200 219.1 2068 78000 4.8 2-5/, x4 ¼ 267 13.147%6,3 334 5.1 1 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 11h times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 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. 4 Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 10.02 1538 Rev M updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 \/1taUIiC victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: 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. Related Working Pressure psi Related Working Pressure psi Related Working Pressure psi Pipe Sch. Size inches UL ULC FM Pipe Sch. Size I inches UL ULC FM Pipe Sch. Size inches UL I ULC FM 5 11/4-3 175 175 175 EL lh/4_2 300 N/A N/A MT 11/4_2 300 N/A N/A 1'/43 350 350 350 El 11/4 _2 300 N/A N/A STF 11/4-4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 3006 N/A 300 Steady11/4-2 N/A N/A 300 BLT 11/4-2 300 300 N/A FF 11/4-4 N/A N/A 300 TF 3-8 N/A N/A 300 DF 11/4-4 300 300 300 GAL -7 11/4 _2 300 N/A N/A WLS 11/4 -2 300 300 N/A Dl 11/4 -2 300 300 N/A MLT 11/4 -2 300 N/A N/A XL 11/4 -3 300 1 300 300 EF 11/4 -4 175 7 N/A 175 MF 11/4 -4 300 N/A 300 5 FM approved for service in 11/2 - 4 pipe. 6 UL Listed for service up to 4 pipe only. 7 UL Listed for service up to 3 only. Installation Reference should always be made to the -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. Trademarks Victaalicn is a registered trademark of Victaulic Company. 10.02 1538 Rev M Updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 Ai—c—va—ulicr I Victaulic® Flexible Coupling \4t1.lulicr 1 Style 75 06.05 a 1 - 87DN25 - DN200 I D I 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 8/DN25 - DN200 Pipe Material Carbon steel Stainless steel Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in Hg/760mm Hg) up to 500 psi/3447 kPa/34 bar Working pressure dependent on material, wall thickness and size of pipe Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS USTO NOTES Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. See publication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. 1 System No. Location Spec Section Paragraph Submitted By Date Approved Date I s victaulic.com 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic company. All rights reserved. 1 ictaulic I vittaitIirnm 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Standard: Orange enamel Optional: Hot dipped galvanized U Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice) D Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified 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 +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+600C and water over +150°F/-i-66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. 0 Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. 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 Seal 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 mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). 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 ZN/FE5, finish Type Ill (imperial) or Type II (metric). C] Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P updated 10/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 A _r_ JtauIic victaulic.com I 4.0 DIMENSIONS Style 75 Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut - Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches inches/ft. imperial inches inches inches lb ON mm mm Degrees mm/rn - metric mm mm mm kg 1 1.315 0-0.06 0.57 2 3/ax2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2 - 43' 48 M10x51 61 108 45 0.6 1 ¼ 1.660 0-0.06 , 2-10 0.45 2 3/ax2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 38 M10x51 68 117 45 0.6 1 1/2 1.900 0-0.06 0.40 2 3/8X2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 - 5 33 - - M10x51 74 122 45 0.6 2 2.375 0-0.06 0.32 2 3/8X2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 1 - 31' 26 Mi0x51 87 133 48 0.8 2½ 2.875 0-0.06 1 is' 0.26 2 3/8x2 3.88 5.68 1.88 1.9 73.0 0-1.6 - 22 M1Ox51 98 144 48 0.9 3.000 0-0.06 0.26 3/8X2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 1 - 12' 22 2 M10x51 102 150 48 0.9 3 3.500 0-0.06 0.22 ½x23/4 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 1 - 2' 18 2 - M12x70 114 178 48 1.3 31/2 4.000 0-0.06 , 0-54 0.19 2 ½x234 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 16 - M12x70 127 191 48 1.3 4 4.500 0-0.13 1 -36' 0.34 2 1/2x2Y4 5.80 8.03 2.13 4.1 DN100 114.3 0-3.2 28 - M12x70 147 204 54 - 1.9 4.250 0-0.13 , 1 -41 0.35 2 ½x2 34 5.55 7.79 2.13 3.7 108.0 0-32 29 M12x70 141 198 - 54 1.7 5.000 0-0.13 16 -2 0.25 2 Ysx3'/4 6.13 9.43 2.13 5.5 127.0 0-3.2 21 M16x83 156 240 54 2.5 5 5.563 0-0.13 0.27 2 %x3¼ 6.88 10.07 2.13 5.8 141.3 0-3.2 1 - 18' 23 M16x83 175 256 54 2.6 5.250 0-0.13 0.28 2 5/8X3¼ 6.55 9.37 2.13 6.0 133.0 0-3.2 1 - 21' 24 - M16x83 166 238 54 2.7 5.500 0-0.13 1 -18 0.28 2 /8 x 3¼ 6.80 9.59 2.13 6.3 DM125 139.7 0-3.2 24 - M16x83 173 244 54 2.9 6.000 0-0.13 0.21 ¼x3¼ 7.38 10.48 1.88 6.2 152.4 0-3.2 1 - 12' 18 2 M16x83 187 266 48 2.8 6 6.625 0-0.13 1 - 5' 0.23 2 5/8X3¼ 8.00 11.07 2.13 7.0 DM150 168.3 0-3.2 18 M16x83 203 281 54 3.2 6.250 0-0.13 1 - 9 0.24 2 ¼x3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 20 - M16x83 194 266 54 3.1 6.500 0-0.13 0.23 2 5/8X3¼ 7.84 10.66 2.08 6.6 165.1 0-3.2 1 - 7' 58 M16x83 199 271 53 3.0 8.515 0-0.13 0.18 2 %x4¼ 10.19 13.75 2.32 13.2 216.3 0-3.2 0 - 51' 46 M20x 108 259 350 59 6.0 8 8.625 0-0.13 0-50, 0.18 2 1/4x4¼ 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 14 M20 x 108 263 355 59 5.6 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 3%_3 W/DN20 - DM90; 25% for 4/DN100 and larger. NOTE Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 X. Ai_________ I I I I I 1 I 1 I 1 I I I I 1 I I victaulic.com 5.0 PERFORMANCE Style 75 Size Maximum Actual Outside Working Maximum Nominal Diameter Pressure4 End 1-oad4 inches inches psi lb DN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 11/4 1.660 500 1080 DN32 42.4 3447 4,805 1 ½ 1.900 500 1420 DN40 483 3447 6,320 2 2.375 500 2215 DNSO 603 3447 9,860 21/2 2.875 500 3245 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 500 4800 DN80 83.9 3447 - 21,360 - 31/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 DN100 114.3 3447 35,380 4.250 450 6380 108.0 3103 28,395 5.000 450 8820 127.0 3103 39,250 5 5.563 450 10935 141.3 3103 48,660 5.250 450 9735 133.0 3103 43,325 5.500 450 10665 DN125 139.7 3103 47,460 6.000 450 12735 152.4 3103 56,670 6 6625 450 15525 DN150 168.3 3103 69,085 6.250 450 13800 159.0 3103 61,405 6.500 450 14930 163.1 3103 66,412 8.515 450 25625 2163 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. R victaulic.com 4 \J"taulic victaulic.com 6.0 NOTIFICATIONS 4ARNJG Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 02.06: Victaulic® Potable Water Aoorovals ANSI/NSF 05.01: Victaulic® Seal Selection Guide - Elastomeric Seal Construction 06.15: Victaulic® Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic® Products for Fire Protection Pipings Systems - Regulatory Approval Reference Guide 17.01: Victaulic® Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09: Victaulic® Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01: Victaulic® Standard Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale 1-100: Victaulic® Field Installation Handbook 1 1 [1 I 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 to be installed in accordance with current Victaulic installation/assembly instructions. standards and proiect 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. Nsthing 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 in PDF format on our website at www.victautic.com. No statement contained herein concerning e 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 patent or 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. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 ' _tau Iic. I I I I I Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric to El i-EtoE-+1 4-EtoE -31 -EtoE-*1 No. 50 No. Fabricated Steel Fabricated Steel No. 50 No. 51 No. 50 Concentric No. 51 Size Reducer Eccentric Reducer Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) inches inches lb inches lb DN mm kg mm kg 1¼ 3/4 1.9 DN32 X DN20 + 0.9 - - 1 1.9 - DN25 + 0.9 - - 1½ 3/4 1.4 DN40 DN20 + 0.6 - - 1 2.50 0.8 8.50 (sw) 4.5 0N25 64 0.4 216 2.0 1/4 2.50 1.0 DN32 64 0.5 - - 2 3/4 2.50 0.9 9.00 (sw) 2.0 DN50 DN20 64 0.3 229 0.9 1 2.50 0.7 9.00 (sw) 2.3 DN25 64 0.3 229 1.0 2.50 1.2 9.00 (sw) 4.6 11/4 DN32 64 0.5 229 2.1 2.50 1.0 3.50 1.1 11/2 0N40 64 0.5 89 0.5 21/2 3/4 13 3.3 DN20 + 0.6 + 1.5 2.50 1.1 9.50 3.5 1 DN25 64 0.5 241 1.6 1/4 3.50 3.3 3.50 1.4 DN32 89 1.5 89 0.6 2.50 3.6 9.50 (sw) 3.7 11/2 DN40 64 1.6 241 1.7 2 2.50 3.9 3.50 4.3 DNSO 64 1.8 89 2.0 3 3/4 1.5 4.5 DN80 DN 20 0.7 + 2.0 1 2.50 1.3 9.50 (sw) 4.8 DN25 64 0.6 241 2.2 11/4 2.50 1.4 4.8 DN32 64 0.6 + 2.2 2.50 5.1 9.50 (sw) 5.1 11/2 DN40 64 2.3 241 2.3 2.50 1.6 3.50 6.0 2 DNSO 64 0.7 89 2.7 21/2 2.50 1.8 3.50 7.0 64 0.8 89 3.2 0N65 2.50 2.1 64 1.0 31/2 3 2.50 2.0 9.50 (sw) 7.0 DN90 DN80 64 0.9 241 3.2 4 1 3.00 3.0 13.00 (sw) 6.5 DN100 _X DN25 76 1.4 330 2.9 FtoE EtoE -i *-. EtoE - +-. EtoE No. 50 No. 51 Fabricated Steel Fabricated Steel No. 50 No. 51 No. 50 Concentric No. 51 Size Reducer Eccentric Reducer Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) inches inches lb inches lb DN mm kg mm kg 1¼ 4.6 DN32 + 2.1 - - 11/2 3.00 (sw) 2.6 10.00 (sw) 8.1 DN4O 76 1.2 254 3.7 2 3.00 2.4 4.00 3.3 DNSO 76 1.1 1 102 1.5 21/2 3.00 2.7 4.00 3.4 76 1.2 102 1.5 3 3.00 3.2 4.00 3.5 DNBO 76 1.4 102 1.6 31/2 3.00 2.9 10.00 (sw) 8.0 DN90 76 1.3 254 3.6 5 2 11.00 (sw) 9.0 11.00 (sw) 5.2 DNSO 279 4.1 279 2.4 4.00 4.3 11.00 (sw) 10.8 21/2 102 2.0 279 4.9 3 4.00 5.5 11.00 (sw) 11.1 DN80 102 2.5 279 5.0 3.50 4.3 5.00 12.0 4 DN100 89 1.9 127 5.4 6 1 4.00 5.0 11.50 (sw) 14.5 DN150 DN25 102 2.3 292 6.6 1½ 5.5 DN40 + 2.5 + + 2 4.00 6.6 11.50 (sw) 14.5 DNSO 102 3.0 292 6.6 21/2 4.00 6.4 11.50 (sw) 14.2 102 2.9 292 6.4 3 4.00 6.4 5.50 15.0 DN80 102 - 2.9 140 6.8 4 4.00 6.5 5.50 17.0 DN100 102 2.9 140 7.7 5 4.00 6.4 5.50 17.0 102 2.9 140 7.7 8 21/2 16.00 7.9 12.00 (sw) 26.1 DN200 406 3.6 305 11.8 3 5.00 9.3 12.00 (sw) 22.0 DN80 127 4.2 305 10.0 4 5.00 10.4 12.00 (sw) 23.0 DN100 127 4.8 305 10.4 5 5.00 11.6 12.00 (sw) 23.0 127 1 5.2 1 305 10.4 6 5.00 11.9 6.00 24.0 DN150 127 5.4 152 10.9 1 I I I I I I Li I I I I I I I I I I 1 victaulic.com 4.15 DIMENSIONS 07.01 1449 Rev AF Updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 21 \jtuIic. VictaulicO ReducingCoupling Ai-c-taulicr Style 750 06.08 kip I 1.0 PRODUCT DESCRIPTION Available Sizes: 2 x 1' through 10 x 87DN50 x DN25 through DN250 x DN200 Pipe Material: Carbon steel Maximum Working Pressure: Up to 500 psi/3447 kPa Working pressure dependent on material, wall thickness and size of pipe Application: Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories Permits direct reduction on piping run Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation: Cut or roll grooved in accordance with publication 25.01: Victaulic Standard Groove Specifications. 2.0 CERTIFICATION/LISTINGS USM NOTES Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. II ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I I System No. Location Spec Section Paragraph Submitted By Date Approved Date I . victaulic.com 06.08 1536 Rev L Updated 10/2017 © 2017 victaulic Company. All rights reserved. 1 ictaulic victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Standard: Orange enamel. Optional: Hot dipped galvanized conforming to ASTM A153. Optional: Contact Victaulic with your requirements. Gasket: (specify choice') El Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified 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 +73°F/+230C and hot +180017/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others O For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. 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 always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): 0 Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). 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 ZN/FE5, finish Type Ill (imperial) or Type II (metric). 0 Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 'JtauIic I I I I I I I I victaulic .com 4.0 DIMENSIONS Style 750 Oil JL wL LA Pipe End I I Size Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches lnjFt. inches inches inches inches lb DN mm Degrees mm/rn - mm mm mm mm kg 2 1 0-0.07 0.20 3.38 5.28 1.88 2.7 Vs x 2 DN50 DN25 0-1.8 17 85 134 48 1.2 1 1/2 0-0.07 0.20 3.38 5.28 1.88 2.0 0°-57 2 3/8 X2 DN40 0-1.8 17 85 134 48_ 1.0 21/2 2 0-0.07 0.16 4.00 5.93 1.88 3.1 x 0'-47' 2 /8 X 2 DN50 0-1.8 14 102 151 48 1.4 2 0-0.07 0.16 4.38 6.63 1.88 4.6 X 0-47' 2 1/2 x 2~ DN65 DNSO o-is 14 111 168 48 2.1 3 2 0-0.07 0.13 4.75 7.13 1.88 4.9 0°-39 2 ½ x 2~ DN80 DNSO 0-1.8 1 11 121 181 48 2.2 21/2 0-0.07 0.13 4.75 7.13 1.88 4.3 0 -39' 2 ½ x23/4 0-1.8 11 - 121 181 48 2.0 0-0.07 0.13 4.75 7.13 1.88 4.2 0°-39' 2 ½ x2~ DN65 0-1.8 11 121 181 48 1.9 4 2 0-0.13 0.28 6.25 8.90 2.25 8.1 X 1 19 2 5/ x 31/4 DN100 DN50 0-3.2 25 159 226 57 3.7 21/2 0-0.13 0.28 6.25 8.90 2.25 8.6 11-19 2 ¼ x3¼ 0-3.2 __________ 25 - 159 226 57 3.9 0-0.13 0.28 6.25 8.90 2.25 6.9 1°-19' 2 S/ x3¼ DN65 0-3.2 25 159 226 57 3.1 3 0-0.13 0.28 6.00 8.90 2.25 6.7 11-19, 2 5/ X3Y4 DN80 0-3.2 25 152 226 57 3.0 5 4 0-0.13 0.22 7.18 10.70 2.13 11.2 x 1°-3' 2 1/4 X41/4 DN100 0-3.2 19 182 272 54 5.1 4 0-0.13 0.19 8.63 11.90 2.25 15.2 2 3/4 X4 1/4 165.1 DN100 0-3.2 16 - 219 - 302 1 57 6.9 6 4 0-0.13 0.18 8.63 11.90 2.25 16.7 0°-52 2 1/4 x4¼ DN150 DN100 0-3.2 15 219 302 57 7.6 5 0-0.13 0.18 8.31 11.90 2.25 12.9 0 -52 2 3/4 x4¼ 0-3.2 15 211 302 57 5.9 8 0-0.13 0.13 10.75 14.88 2.50 23.2 0°-38' 1 2 ¼ x DN200 165.1 0-3.2 11 273 378 64 10.5 6 0-0.13 0.13 10.81 14.88 2.50 22.4 0 -38 2 ¼x5 DN150 0-3.2 11 275 378 64 10.2 10 8 0-0.13 0.90 13.12 17.26 2.62 31.4 1 0°-25 2 1 x 5½ DN250 DN200 0-3.2 8 333 438 67 14.2 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 3%3 WIDN20 - DN90; and 25% for 4/DN100 and larger. NOTE Metric thread size bolts are avaialble (colord-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 '!%J' -tau Iic victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Working Maximum End Nominal Pressure4 Load inches psi lb DN kPa N 2 1 350 500 DNSO DN25 2413 2,225 350 1000 11/2 DN40 2413 4,450 21/2 2 500 2215 DN50 3447 9,850 2 350 1550 DN65 DNSO 2413 6,900 3 2 350 1550 DN80 DNSO 2413 6,900 500 3250 21/2 3447 14,460 350 2475 DN65 2413 11,010 4 2 350 1550 DN100 DN50 2413 6,900 350 2275 21/2 2413 10,125 350 2475 DN65 2413 11,014 500 4810 3 DN80 3447 21,400 5 4 350 5565 DN100 2413 24,765 6 4 350 5565 DN150 DN100 2413 24,765 350 8500 5 2413 37,825 8 350 11610 DN200 165.1 2413 51,645 350 12060 6 DN15O1 2413 53,645 10 8 350 20450 DN250 ID 2413 1 90,970 Working Presssure 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 and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size. NOTES WARNING: FOR ONE-TIME FIELD USE ONLY, the Maximjm Joint Working Pressure may be increased to 1 ½ times the figures shown. For joint pressure ratings on additional carbon steel wall thicknesses, see publication 06.15. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. U victaulic.com 4 \J(tauIic victaulic.com 5.1 PERFORMANCE Flow Data - Head Loss Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/-i-16°C. Flow Reducing Flow Expanding I I I I I Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 2 1 5.9 DNSO DN25 1.8 2.0 1 1/2 DN4O 0.6 2½ 2 1.9 DN5O 0.6 2 1.9 0N65 DNSO 0.6 3 2 5.5 DN8O x DN50 1.7 3.8 2½ 1.2 3.8 DN65 1.2 4 2 6.0 DN100 DNSO 1.8 6.0 2½ 1.8 6.0 DN65 1.8 6.0 3 DN8O - 1.8 5 4 3.0 DN100 0.9 4 6.0 165.1 DN100 1.8 6 4 6.0 DN150 DN100 1.8 4.5 5 1.4 8 7.3 DN200 165.1 2.2 7.3 6 DN1SO 2.2 10 8 8.7 DN250 DN200 2.7 Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 1 2 2.7 DN25 DN50 0.8 1½ 2 1.9 DN40 DNSO 0.6 2 1.0 DNSO x 2½ 0.3 1.0 DN65 0.3 3.5 3 0N80 1.1 3.0 4 DN100 0.9 2½ 3 2.5 DN8O 0.8 3.0 4 DN100 0.9 3 2.5 DN65 DN80 0.8 3.0 4 DN100 0.9 3 4 2.5 DN80 DN100 0.8 4 5 3.3 DN100 1.0 4.6 165.1 1.4 4.6 6 DN15O 1.4 5 6 2.3 DN15O 0.7 8 5.4 165.1 DN200 1.7 6 8 6.0 DN150 DN200 1.8 8 10 DN250_[___ 6.3 DN200 1.9 06.08 1536 Rev L Updated 10/2017 0 2017 Victaulic Company. All rights reserved. victaulic.com 5 I,lill,'A-C_taulic~ victaulic.com 6.0 NOTIFICATIONS 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. Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01: Victaulicllt Seal Selection Guide 10.01: VictauliclllProducts for Fire Protection Piping Systems - Regulatory Approval Reference Guide 25.01: Victaulic® Original Groove System (OGS) Groove Specification 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale 1-100: Victaulic® Field Installation Handbook I I 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 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 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.victaalic.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, 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 6 JtauIicY Mechanical-I® STYLES 920 AND 920N I STYLES 920 AND 920N STYLE 920 CROSS PATENTED Victaulic Mechanical_T® 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/3450kPa 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 HDPE 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 pipiog practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized I systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. I I I I 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. I . 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. I 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 I PETROLEUM SERVICES. . Grade "T" nitrile Nitrite (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 I 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 I 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. I JOB/OWNER System No. Location I www.victaulic.com vIcTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. C 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. I CONTRACTOR ENGINEER Submitted By Spec Sect Para Date Approved Date 4tuiicr 11.021 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets 3 STYLES 920 AND 920N DIMENSIONS - 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 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 IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. 1fr.( Dimensions 1-61 171t ____ " - _ 2 1/2 (a) a 920N 500 1.50 200 253 1.61 5.35 2.75 31 x 50 15 3450 38.1 51 64 - 41 136 70 1.5 3/4)a)a 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 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 - 11/4 (a) to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 445 76 1½ (a) ta920N 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 1.5 2 X 1/2 (a) §0920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 381 56 70 - 46 143 70 1.4 - 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) §a 920¼ 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 - 11/4 t (a) a 920¼ 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 1 ½ t (a) a 920N 1 500 2.00 2.28 300 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 76.1 x ½(a) 920N I 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 15 1 2065 38.1 56 70 57 164 81 1.8 - '/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 2.75 2.25 6.46 3.18 3.8 25 20 81 1.7 11/4 (a) U920N 500 1.75 2.30 3.00 3,31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1½ (a) 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 Th 84 49 ½0 3 ½ (a) a 920¼ 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 920¼ 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 20 78 -58 156 70 1.6 - 1(a) 920N 500 1.50 2.38 3.06 2.28 6.15 2.75 3.3 25 78 -58 156 70 1.6 - 1¼ (a) to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 3450 44.5 65 83 90 58 156 11/2 (a) to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 2 (a) a 920N 500 2.50 2.75 1 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 635 1 70 89 90 58 172 99 2.3 2.1 3½ x 2 920N 500 2.50 3.00 I 3.75 2.44 6.72 3.88 3.8 90 50 3450 63.5 76 I - 95 I 62 171 99 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 LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. III www.victaulic.com s 9EtbUIiC vIcTAuLIc IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. 0 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_2 REV-0 I CARBON STEEL PIPE. HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets r] I L I I I I I I I L Size Pressure@ I1Fi2flc.i,i. fl No. = TABLE CONTINUED FROM PAGE 2 - - 4 ½ (a) a - 920N 500 1.50 I 3.03 3.56 2.69 7.01 2.75 3.7 >< 100 15 3450 38.1 77 90 - 68 178 70 1.8 - 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 - 68 178 70 1.8 - 1(a) u 920(1 500 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 ¼ (a) to 920N 500 32(b) 3450 44.5 78 96 102 68 178 76 1.9 1.8 11/2 )a) to 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 21/2 (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 76 1 mm 9 500 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 2.9 108.0 x 11/4(a)a 0N 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 - 67 1 194 78 2.3 - 1 1h (a)a 920N 500 2.00 3.28 4,00 - 2.63 7,64 3.25 5.0 40 83 102 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 500 920 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 88.9 84 114 114 67 194 124 3.1 3.0 5 1½ (a) t 920 500 200 403 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 3450 50.8 102 121 121 80 246 94 3.4 3.4 2(a) t 920 500 2.50 4.00 4.75 4.75 3.16 9.70 438 82 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 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 3450 1 69.9 92 121 121 80 246 118 1 3.8 3.6 76.1 mm n 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 80 6 fl8 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 1330 x 920N 500 2.50 3.75 4.50 3.17 8.00 3.88 8.0 50 3450 63.5 95 114 81 203 99 3.6 920 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 3450 88.9 97 127 - 76 240 135 3.6 TABLE CONTINUED ON PG. 4 STYLES 920 AND 920N DIMENSIONS ___ GROOVED OUTLET i E-F-- Y Z 0--,Ik 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 ½750 x 15mm through 8 x 4/200 x 100 mm 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 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 o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I www.victaulic.com vlclAuuc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAUIIC COMPANY. ALL RIGHTS RESERVED. REV-0 0 A -C- t -SU I -le 11.02_3 DIMENSIONS khom 01111 1 11, 1 N 11. 0- N- A M GROOVED OUTLET f - oEri 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 II] Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Dimensions :. "." UL 1 TABLE CONTINUED FROM PAGE 3 1397 < 1½ 'I' 920N 500 2.00 3.78 4.50 - 3.30 8.23 3.25 7.0 - • -- 3450 5 % 114 84 209 83 3.2 - 2 t 920N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 - 84 209 99 4.1 - 6 1¼ (a) < 920N 500 I. 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32(b) 3450 44.5 112 130 130 96 232 83 2.3 2.2- 11/2 (a) tø 920½ 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 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 96 232 99 2.7 2.5 2½ 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 7b. ' 1 mm 2 9 0 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 3450 69.9 105 - 132 94 267 118 - 3.8 920 500 3.50 4,31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 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 94 267 159 4.6 4.6 1590 x 1½ (a) 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 50.8 112 130 - 92 239 83 3.5 - 2(a) 920½ 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 63.5 111 130 - 92 239 99 3.6 - / "6. mm 1 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 3450 88.9 110 1 140 130 92 239 135 3.7 6.4 1080mm 920 500 450 4.45 5.38 3.63 9.40 1 6.12 10.0 3450 114.3 113 - 137 92 239 155 - 4.5 920 500 4.50 3.81 5.75 3.63 9.40 1 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 H DPE pipe t Center of run to end of fitting. Sizes from 2 x 1/2750 x 15mm # 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 ICTALIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 vicTAuLic COMPANY. ALL RIGHTS RESERVED. 11.024 REV-0 IF] El CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS ___ GROOVED OUTLET I 4 V ~ r -r- Z I _ I FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut I in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for I . Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa I on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1h"/50 x 15mm through 8 x 47200 x 100 mm I IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. I I I 'p4. Style Max:Work Dimensions111I1 i = TABLE CONTINUED FROM PAGE 4 - 1 155.1 x 920N 500 1.50 3.88 4.56 3.79 9.34 2.75 8.0 25 3450 38.1 99 116 - 96 237 70 3.6 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 (a) 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 920½ 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) t 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 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 21/2 (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 76.1 mm u 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 - 159 122 316 116 - 3 3(a) to 920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 80 3450 88.9 135 165 165 122 316 135 5.7 5J 4(a) t 920 500 4.50 4.81 6.75 6.38 4.81 1242 6.25 15.3 100 3450 114.3 122 171 162 122 316 159 6.9 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 75.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I www.victaulic.com vicTAuLic 11 REGISTERED TRADEMARK OF VICTAULIC COMPANY. 111018 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. I 4tauhcr 11.02_5 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical—I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-TO 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. C, and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for C,K, Values: = Q2 Where: = Where: = Pressure Drop (psi) v P = Pressure Drop (Bar) C Q = Flow (GPM) - K 2 Q = Flow (m3/hr) Q = C x CV = Flow Coefficient Q = K x K = Flow Coefficient Exaggerated for clarity Outlet Size Schedule 4 Carbon Steel Pipe OUTLET SIZE Values II .I.sqi ii 0840 ½ 15 21.3 - 9.4 3% 1050 16 20 26.7 - - 13.7 1 1.315 . 21 3 8 25 337 - 50 1.8 48 1 ¼ 1.660 32 42.7 1 5 /2 6 42.9 41.1 1 ½ 1.900 ii 53 t 53 40 48.3 45.4 112 45.4 104 2 2.375 50 60.3 9 10½ 96 89.1 21/2 2.875 119 150 65 73.0 20 12 /2 102 128.5 3.000 161 76.1 mm 3.000 - - 76.1 138.1 3 3.500 - 249 237 80 88.9 14 151/2 213.4 203.1 4 4.500 421 401 100 114.3 20 22 360.8 1 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of0.165in14.2mm. 1" FireLock" Innovative Groove System (lGS) outlet I www.victaulic.com viclAuLic IS REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. * 2018 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. 11.02_6 REV_O El I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 \4t _au l lcr 11.027 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERvED. I REVO I 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. aim Outlet Size Pipe Approval Agency Rated Working Pre ssures — psi/kPa 09 110 ft - 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 DF 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 1 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 3,4 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 - - 145 - 200 219.1 2755 1000 8 8.625 3,4 10 300 - 250 - 145 - 200 219.1 2065 1724 1000 8 8.625 3,4 30,40 300 - 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. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 8/100 - 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T 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-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 67150mm and 8/200 mm diameter pipe. The Style 931 comes with a 2W/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. I I I I I I I I I I I I I I I I STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are irstalling. Handbooks are included with each shipment of Victaulic products for 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. 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 11/2018 viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_L I Victaulic® FireLockTM Outlet-T Ai —C t; —au I —i I Style 922 10.52 I I 1.0 PRODUCT DESCRIPTION Available Sizes 1 1/4 -21/2"/DN32—DN65 Threaded Outlet Sizes: 1/2"/DN15, 3/4 /DN20, and 1/DN25 NOTE IGS Grooved 1/DN25 Outlets available for this product. See oublication 10.54. Maximum Working Pressure 300 psi/2068 kPa!21 Bar Application Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material Carbon steel Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS c®BJ@ NOTES See Section 7.2 REFERENCE MATERIALS for additional certification information. I I I 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 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. iCtUIiC 1 I I I I I I I I I I ije.f,iIia. mm 0 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange enamel (North America, Latin America, Asia Pacific). E Red enamel (Europe). O Optional: Contact Victaulic with your requirements for other coatings. Gasket': O Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40F/-40C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. 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 always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: 0 Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. III victaulic.com 2 \J -C tauIic 2! victaulic.com I 4.0 DIMENSIONS Style 922 Style 922 Size - Bolt/Nut Dimensions Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W Y Z (Each) inches inches inches inches inches inches inches inches lb DN mm - mm mm mm mm mm mm kg 11/4 1/2 1.660 0.840 1.30 1.83 1.10 3.87 2.56 1 DN32 DN15 42.4 21.3 2 X 1 47 28 98 65 0.5 2 1.28 1.83 1.10 3.87 256 1 3/4 1.050 DN20 26.9 33 47 1 28 98 65 0.5 %xil 1.52 2.18 1.10 3.87 2.56 1 1 1.315 DN25 337 1 39 - 55 28 98 65 0.5 11/2 1/2 1.900 0.840 1.42 1.95 1.22 4.08 2.56 1 40 DN15 48.3 21.3 2 36 50 31 1 104 65 0.5 2 X 1 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 DN20 26.9 36 1 50 31 104 65 0.5 1.64 2.30 1.22 4.08 2.56 1 1 1.315 0N25 2 X 1 42 58 31 104 65 0.6 2 1/2 2.375 0.840 2 1.66 2.19 1.46 4.60 2.56 50 DN15 60.3 21.3 x1 42 56 37 117 65 1 0.6 2 x1 1.64 2.19 1.46 4.60 2.56 1 3/4 1.050 DN20 26.9 42 56 37 117 65 0.6 2 1 1.88 2.54 1.46 4.60 2.56 2 1 1.315 DN25 48 1 65 37 117 65 0.7 21/2 1/2 2.875 0.840 1.91 244 1.71 5.40 2.56 2 DN15 73.0 21.3 2 x1 49 62 43 137 1 65 0.7 2 x1 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 DN20 26.9 48 62 43 137 65 0.7 2 lii 2.13 2.79 1.71 5.40 2.56 2 1 1.315 DN25 54 71 43 137 65 0.7 DN65 1/2 3.000 0.840 1.91 2.44 1.71 5.50 2.56 2 DN15 76.1 21.3 2 hi. 49 62 43 140 65 0.7 2 X 1 1.89 2.44 1.71 5.50 2.56 2 3/4 1.050 DN20 26.9 48 62 43 1 14 1 65 1 .7 2 x 1 2.13 2.79 1.71 5.50 2.56 2 1 1.315 DN25 54 71 43 140 65 0.8 2 Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 'J(tauIic1 I I I I I I I I I I I I I I I I I victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)4 Threaded Grooved5 Run Size x Outlet Size inches feet feet ON meters meters 11/4 1 8.5 12.5 DN32 DN25 2.6 3.8 11/2 1 8.5 12.5 DN40 - DN25 2.6 3.8 2 1 - 8.5 - 12.5 DNSO _DN25 - 2.6 3.8 21/2 1 8.5 12.5 DN25 2.6 3.8 1 8.5 12.5 DN65 DN25 2.6 -. - _3.8 Hazen-Williams coefficient of friction is 120. 1' FireLockTm Innovative Groove System (IGS) outlet 6.0 NOTIFICATIONS 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. 7.0 REFERENCE MATERIALS .. Dimensions Minimum Hole Diameter! Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm All Outlet Sizes 11/4 30 32 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 4 \J'(tauIic I victaulic.com 'J( _tau I iC victaulic.com I 5 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa kPa kPa kPa 1 1/4 X½ 300 300 300 232 232 232 DN32XDN15 2068 2068 2068 1600 1600 1600 1 1/4x3/4 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 1 ¼x1 300 300 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1½x½ 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1 1/2 x 3/4 300 300 300 232 232 232 DN40XDN20 2068 - 2068 2068 1600 1600 1600 1½x1 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 1600 2x½ 300 300 300 232 232 232 DN50XDN15 2068 2068 2068 - 1600 1600 1600 2x1/4 300 300 300 232 232 232 DN50X20 2068 2068 2068 1600 1600 1600 2x1 300 300 300 232 232 232 DN50XDN25 2068 2068 2068 1600 1600 1600 2½x½ 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 21/2x1/4 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 - 2½x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65XDN15 2068 1600 - - 1600 1600 - 300 232 232 232 DN65XDN20 - - 2068 1600 1600 1600 300 232 232 232 DN65XDN25 - - - 2068 1600 1600 1600 6 Pressures listed in this chart are based upon standard wall pipe. Approved and Listed pressures may vary by pipe schedule. NOTE Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01: Victaulic Seal Selection Guide I 29.01: Victaulic Terms and Conditions of Sale 1-100: Installation Instructions 1-922: Installation Instructions FireLockTM Outlet-T 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 to be 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. Nothing 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 in POE formal on WeChat. 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 patent or 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 Slates and/or other countries. 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. I I I I I LI I I I I I I I I I .f• ;. - - -; ___,_, .- •.t. J - •:. :-. .! MERIT WeIdMiserTM Tee-Let® Welding Outlet Fittings I Unified DesignTM Series I Merit's Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings Merit® Weld_MiserTM 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 I weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: - - -- - - 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 I 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 welt 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 131.20.1, national standard for tapered pipe threads, or 150-7-1 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-Miser1M Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify WeIdMiserTM 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 ISO-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® WeldMiserTM Tee-Let®. Method No. 2 Use the following system: - Type Merit Steel Quantity Outlet Size Header Size 1 Weight End Tee-Let Material Always Column "A" Insert size Sch. 10 A - Femaie Thread order a few of Chart consolidation Standard B - Male Thread more than from Column C - Cut Groove actually "B" of chart. C/R - Roil Groove required for the job. Method No. 1 Specify quantity desired followed by the part number shown in the "dimensions" chart for the type and size of outlet desired. Quantity Part Number —2— Fire Products Division I UT; WeIdMiserTM Tee-Let® Welding Outlet Fittings I I For Fire Protection & Other Low Pressure Piping Systems Merit Weld-Miser1M 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 1S07/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 131999 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 I I I I APPROVED For listing/approval details contact your AnvllStar' Representative. I I I I TEE-LET WELDED O Outlet Model TITIFITTING ri1(UL I!i MI EX6032, FM APPROVAL GUIDE CHAPTER i PIPE iiiiiie.i Rated Pressure (psig) Outlet Pipe Size (Inch) Header Pipe Size (Inch) Tee-Let Type A (F-Threaded End) 1/2,3/4,1 11/4, 1½, 2,21h, 3,4 . 1j8 (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 1¼-8 (Sch.10, 40) 300 2½.8 14 (Sch. 5, DynaFlow) Tee-Let Type C/R 11/4 6 (Roll _Grooved _End) 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. IJiV1i...Star —3— Fire Products Division I I I I El I Type A Female Threa WeIdMiserTM Tee-Let® Welding Outlet Fittings II Nominal Nominal Outlet Inside Make Weight Number N 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 ¼x 11/4 -8 0.080 - 6x 6-200 ___ 0.04 1005012 11/4 - 1½ 1.063 0.700 0.500 0.171 - 32-40 270 178 12.7 0.08 1005015 1½ - 2 1.063 0.700 0.500 0.171 - ½x 13x 40-50 270 178 12.7 0.08 1005020 2- 2½ 1.063 0.700 0.500 0.171 - 50-65 27.0 17.8 12.7 0.08 1005025 21/2 8 1.063 0.700 0.500 0.169 65-200 27.0 17.8 12.7 0.08 1007012 1¼- 1½ 1.125 0.900 0.500 0.260 - 32-40 1 28.6 22.9 12.7 0.12 1007015 1½-2 1.125 0.900 0.500 0.260 - 3/4 x 19x 40-50 28.6 22.9 12.7 0.12 1007020 2- 21h 1.125 0.900 0.500 0.260 - 50-65 28.6 22.9 12.7 0.12 1007025 21/2 -8 1.125 0.900 0.500 0.256 - 65-200 28.6 22.9 12.7 0.12 1010012 11/4 - 1½ 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 2-2½ 1.250 1.145 0.500 0.320 1110020 1 x 25X 50-65 31.8 29.1 12.7 0.15 1010025 2½-3 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 1 125-200 31.8 29.1 12.7 0.13 1012012 11/4 - 1½ 1.375 1.490 0.500 0.432 1112012 32-40 1 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 2-2½ 1.375 1.490 0.500 0.421 1112020 11/4 x 32K 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 34.9 378 12.7 .018 1012050 5-8 1.375 1.490 0.500 0.389 1112050 125-200 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 11x 50 41.3 40.9 22.2 .022 1015025 21/2 1.625 1.610 0.875 0.477 1115025 40K 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 125-200 1 41.3 40.9 22.2 .022 Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each E A B 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 0.38 1020025 21h 1.750 2.067 0.875 0.829 1120025 65 44.5 52.5 22.2 038 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 22.2 036 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 0.34 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.743 1120080 200 1 44.5 52.5 22.2 034 1025025 21A 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 0.55 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 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 052 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 63.5 779 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) Tee-Lets are not FM Approved. Fire Products Division 11 WeIdMiserTM Tee-Let® Welding Outlet Fittings Type B Type C Male Thread Cut Groove Standard Weight Standard Weight I I I I 1 I 1 I I I I I I I I I I I I 11 WELD-MISER T" r!II1MENSIONS TT (NomiNAL SIZES 1" THRU 211) Male Thread Cut Groove Nominal Outlet Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness NPT(BSPT) NPT(BSPT) In.(mm) In.(mm) In.(nim) 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 lx 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 50 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 1¼x 40 80 34.7 421 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 1½ 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 21/2 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 2 x 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 __________ i 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 I 200 1 80 1 52.5 1 60.3 3.9 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shaoe on a oiven Tee-Let is made to fit oerfectiv on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/22 will appear along the longitudinal centerline of the header. For example, a 1 x 2 - 21& 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 21A size. If a perfect fit is required for a 21/2 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. INJtLStar Fire Products Division 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 ___ lin Cut Nominal Nominal Outlet Inside Diameter - 0 Outside Wall Thickness - F Male Thread Groove Std. Wt.Sch Roll Groove Outlet 10 Header Length Standard Schedule Diameter Standard Schedule A B C Weight 10 E Weight 10 NPT(IS0-7-1) NPT (ISO- 7- NPT (ISO-i-i) In. (m) I'l(mm) in. (MM) in. (mm) 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 65x 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 80 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 1 7.1 3.0 - 2080080 - 8x 8 4 7.981 1 8.329 1 8.625 1 0.322 0.148 ___________ 200 200 100 203.0 212.0 213.0 8.0 3.0 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape on a given 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 ½2° will appear along the longitudinal centerline of the header. For example, a 1 x 2 - 21h" Tee-Let, is a 1" outlet fitting manufactured to fit perfectly on the 2 header size listed, while leaving a 142' gap along the longitudinal centerline of the 21h size. If a perfect fit is required for a 214" header pipe, then a 1" x 214 - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. &-R-VALrmtsr- Fire Products Division I I Ettective Thread Female TLISht V Male Pipe Pith Standa'd fall d #It t.-tion lm L3 th'aade STANDARD NPT THREAD FORM Installation Welding Outlet Fittings Etfectiee Thread Wrenc Hand Varnich Meettlea-Let tir light rtada Male PHe -, Lime apered hole matches pfteh line of thread lea, Hgatatytomred female thmad. MERIT NPT THREAD FORM 2.650' - -- - 2.820 - .325'-II- 2" Competitive Fitting 2" Merit Weld-Miser Tee-Let Threading Practice Weld-Miser Tm Tee-Let"" - NPT 1D PIPE THREADSi Drop Nipple Li 13 Total 12 or Tee-Let Hand Tight Wrench Tight 11 - 13 Effective Outlet Size Lenqtj_ Threads In.(mm) In. Threads In. mm pad" Threads d. ½' 020 4.48 3.00 0.534 7.48 0.534 136 7.47 15 81 3/4' 0339 0214 0.553 546 7.75 64 20 86 1 5.4 14O ill _ 0.400013oo 0661 7.60 0.683 785 25 102 6.6 16.8 1 17.3 11/4 0.420 4.83 0.261 3.00 0.681 0.707 7.83 8.13 32 107 6.6 173 18.0 11& 0.420 483 0.697 0.724 7.83 8.32 40 107 iL 2' 0.436 5.01 0.261 300 0.706 0.757 8.01 50 _ 111 1 6.6 JL2_ JL8J0 2½ 0.682 o oo 0.932 7.46 1.138 9.10 65 173 3 0.766 6 0.250 200 1.016 8.13 1.200 9.60 80 64 - 4 0.844 6.75 0.250 2.00 1.094 8.75 1040 100 _ __ 214 --- Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities 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) AS71051. 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, 11&' 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. 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 PRACTICE Outlet MERIT WELD-MISER TEE-LET COMPETITIVE FITTING WELD VOLUME* LINEAR WELDING WELD VOLUME* LINEAR WELDING Size 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 62.9 374 sq mm 62.9 11/4" 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% 40% 10% 40 1 23.2 1 79.2 1 38.7 87.8 0.040 3.77 0.106 4.41 1 62% 15% 62% 15% 50 25.8 1 95.7 68.3 112.0 iiMLStar Fire Products Division I I I I I 11 I I I I 'ii II F I I I e Tee-Let Size !1 . Recommended Hole Size In./mm ____ In/mm ypA 5,4 13 16 3/4 Type 7/4 19 22 1 Type 1¼ 25 28 11/4 Type 11/2 31 38 11/4 Type 1/4 31 35 11,4 Type AorC 1% 38 41 2 Type AorC 2 50 50 21h Type AorC 2/i& 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 (oI-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit offers a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. VIA!! 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 14/2" 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 1/20 through 21/2 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 skelp 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. N El llfi/u1Th Outlet A B Size In./mm In Am In./mm 1/2 7% 3A6 13 7 5 3/4 1% 3A6 19 7 5 1 1/4 A6 25 7 5 11/4 1/4 /16 31 7 5 11/2 ¼ 38 8 7 2 /16 ¼ 50 8 7 2½ 5/4 1/4 63 8 7 3 /16 75 10 5 4 /16 100 10 5 1/2, % & 1 Outlet 11/4 21/2 Outlet —8— N Fire Products Division I!1IT 11ii:e,iw:i! iirniPROCESS, Ii CONTINUED Ii1tu NEXT iPAGE Header Size Pipe Wall Thickness Tee-Let Types A, B, c Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed In/mm In 1mm In/mm AMPS-DC P05. IPM IPM 0.035 100-130 16-20 210 25-30 0.065 13-50 2',5-4 0.035 115-150 17-21 270 20-25 2 lh/42 63-100 31-50 ½-2 0.035 110-140 18-22 220 25-30 0.109 13-50 2Y2-4 0.035 120-160 19-22 290 20-25 3 63-100 142 0.035 110-140 17-20 210 20-25 0.083 13-50 2h/24 0.035 120-150 17-20 270 20-25 2.5 21/2-4 63-100 1h-2 0.035 120-160 19-22 290 20-25 63-100 0.120 13-50 2'/2-4 0.035 130-160 19-22 240 20-25 3 63-100 0.035 120-150 17-20 210 20-25 0.109 13-50 2h/t4 0.035 130-150 18-20 270 15-20 3 63-100 -2 0.035 130-160 19-22 290 20-25 5-6 125-150 13-50 0.134 2Y2 -4 0.035 140-160 20-22 270 15-20 3.5 63-100 24-4 0.045 180-205 20-24 245 27-32 63-100 0.035 120-150 17-20 240 20-25 13-50 2½-4 0.035 130-150 18-20 260 15-20 0.109 3 63-100 21h-4 0.045 170-220 18-22 290 12-18 8 63-100 1h2 0.035 130-160 19-22 240 20-25 200 13-50 0.148 21/2 -4 0.035 140-160 20-22 260 15-20 3.5 63-100 2Y2-4 0.045 180-225 20-24 290 12-18 63-100 I I I I 111 I 11 III I I I I ! '® WeIdMiserTM Tee-Let' Installation (cont.) Welding Outlet Fittings I I Shielding Gas Flow (FOR ALL SIZES) 20-25 CFH I I Merit assumes no liability for any consequential damages resulting CO2 - Deeper penetration, faster welding, low cost. I from the improper use of its Tee-Let Welding Outlet Fittings, nor for 25% - Argon, 75% - G02, 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 I 1 I I ANitLStar Fire Products Division c)_ _ S.. INTERNATIONAL, INC. 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 I 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: 215-788-40560 Fax: 215-788-4475 Toll Free: 1-800-451-2935 MIDWEST REGION Servicing: Illinois, Indiana, Iowa, Kansas, Kentucky, Michigan, Minnesota, Missouri, Nebraska, NOI-til and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin 750 Central Avenue University Park, IL 60466 Tel: 708-534-1414 0 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 0 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: 775-331-70290 Fax: 775-331-5075 Toll Free: 1-800-572-0051 EUROPE & MIDDLE EAST REGION Rick van Meesen, Business Director the Netherlands Tel: +3153 5725570 Fax: +31 53 5725579 U.S. Customer Service Tel: +1708 534 1414 LATIN AMERICA, PUERTO RICO & MEXICO Art Gutierrez, Sales Manager Tel: 813-300-3721 U.S. Customer Service Tel: 708-534-1414 0 Fax: 708-534-5441 AL_t~~~Yo B= ~:;slp TM Fire Products Division of Anvil® International ANVILSTAR CUSTOMER SERVICE CENTER Tel: 708-534-1414 0 Fax: 708-534-5441 Toll Free: 1-800-301-2701 II #327 / Printed in USA! RPI / 2.5M /4.05 / ©2005 Anvil International, Inc. I I i Cast Iron Threaded Fittings L1 I j I I I I I I I I I Fl I 7 I SMTH'OOPER® INTERNATIONAL Cast Dron Thireaded Fittings LS~p7-ecdi'fi c ati o ns 1' branded cast iron threaded fittings are UL Listed and FM Approved at 300ps1 Rated to 125# WSP Casting date on each fitting CL:US I Grey iron castings conform to ASTM A126 LISTED Cast iron fitting dimensions conform to ASME B16.4 Class 125 I NPT threads on fittings conform to ASME B1.20.1 APPROVED Cast iron fittings have SCI Trademark and are 100% air tested Manufacturing facility is ISO 9001:2008 and ISO 14001 I I I I I I I I I I c®Us <e> APPROVED Fig. 37E 1_900 Elbow LISTED Size IN Part Number ________ A IN Packing Weight LB Inner Master 1/2 37E 1004 1.13 90 180 0.3 3/4 37E 1006 1.31 50 100 0.5 1 37E 1010 1.50 35 70 0.8 1-1/4 37E 1012 1.75 20 40 1.3 1-1/2 37E 1014 1.94 15 30 1.7 2 37E 1020 7 14 2.7 2-1/2 37E 1024 2 f~2 , ..25 70 4 8 4.3 Fig. 37RE1 - 900 Reducing Elbow Size IN Part Number A IN B IN Packing Weight LB Inner Master lx 1/2 37RE1010004 1.36 1.26 50 100 0.5 1x314 37RE1010006 1.45 1.38 40 80 0.7 1-1/4 x1/2 37RE1012004 1.53 1.34 32 64 0.8 1-1/4x3/4 37RE1012006 1.63 1.45 28 56 0.9 1-1/4 x1 37RE1012010 1.67 1.58 25 50 1.0 1-1/2x1/2 - 37RE1014004 1.75 1.52 25 50 1.0 1-1/2x3/4 37RE1014006 1.75 1.52 20 40 1.1 1-1/2x1 37RE1014010 1.80 1.65 18 36 1.3 1-1/2x1-1/4 37RE1014012 1.88 1.82 14 28 1.5 2x1/2 371RE1020004 1.97 1.60 . 15 30 1.4 2x3/4 37RE1020006 1.97 1.60 15 30 1.6 2 x 1 37RE1020010 2.02 1.73 12 24 1.8 2x1-1/2 37RE1020014 2.16 2.02 10 20 2.3 I I I 11' I I I Fig. 37F 1-45° Elbow Size IN Part Number A IN Packing Weight LB Inner Master 1 37F1010 1.26 40 80 0.7 1-1/4 37F1012 1.29 22 44 1.2 1-1/2 37F1014 1.44 16 32 1.5 2 37F1020 1.69 8 16 2.6 Fig. 37T1 -Tee Size IN Part Number A IN Packing Weight LB Inner Master 1/2 3711004 1.13 60 120 0.4 3/4 37T1006 1.31 30 60 0.7 1 3711010 1.50 20 40 1.1 1-1/4 37T1012 1.75 1 12 24 1.8 1-1/2 3711014 1.94 8 16 2.4 2 3711020 2.25 -5 1 10 3.8 Fig. 37R1 -Hex Coupling Size I IN Part Number ___ A IN Packing Weight LB Inner Master 1x1/2 37RC1010004 1.69 60 120 0.5 1 x3/4 37RC1010006 1.69 50 100 0.6 2x1 (not hex) 37RC1020010 2.81 16 32 1.5 I (17 QT,fT'T'LT rr\rnt'D m.7Pt'D1,.TAmTr\KTAI 0 - 'T'rr I E'Dt'E' 1 000 (1AIS C'AV (2)21 0(1(1 44Z [1 Fig. 37RT1 -Reducing Tee C@US <~ APPROVED LISTED Size IN Part urn er Number A IN B IN C IN Packing Weight LB Inner Master 1 x 1/2 37RT1010004 1.26 1.26 1.36 25 50 0.9 1 x1/2x1 37RT1010004010 1.50 1.36 1.50 24 48 0.9J 1x3/4 37RT1010006 1.38 1.38 1.45 22 44 1.0 1x3/4x1 37RT1010006010 1.50 1 1.45 1.50 20 40 1.0 lx 1-1/4 37R11010012 1.67 1.67 1.58 15 30 1.4 1-1/4 x1/2 37R11012004 1.34 1.34 1.53 18 36 1.3 1-1/4x1/2x1-1/4 37RT1012004012 1.75 1.53 1.75 18 36 1.4 1-1/4x3/4 37RT1012006 1.45 1.45 1.62 15 30 1.4 1-1/4x314x1-1/4 37R11012006012 1.75 1.62 1.75 15 30 1.5 1-1/4x1 37RT1012010 1.58 1.58 1.67 15 30 1.6 1-1/4x1x1/2 37R11012010004 1.34 1.26 1.53 20 40 1.1 1-1/4x1x3/4 37R11012010006 1.45 1.38 1.63 16 32 1.2 1-1/4x1x1 37R11012010010 1.58 1.50 1.69 15 30 1.4 1-1/4x1x1-1/4 37R11012010012 1.75 1.69 1.75 12 24 1.6 1-1/4x1x1-1/2 37R11012010014 1.88 1.80 1.82 12 24 1.8 P 1-1/4x1-1/2 37RT1012014 1.88 1.88 1.82 10 20 2.0 1-1/2x1/2 37RT1014004 1.41 1.41 1.66 12 24 1.6 1-1/2x1/2x1-1/4 37RT1014004012 1.81 1.56 1.88 12 24 1.7 1-1/2x1/2x1-1/2 37RT1014004014 1.94 1.66 1.94 1 12 24 1.8 1-1/2x3/4 37RT1014006 1.52 1.52 1.75 12 24 1.8 1-1/2x3/4x1-1/4 37RT1014006012 1.94 1.66 1.88 12 24 1.7 1-1/2x3/4x1-1/2 37R11014006014 1.94 1.75 1.94 12 24 1.9 1-1/2x1 37RT1014010 1.65 1.65 1.80 10 20 1.9 1-1/2x1x1/2 37R11014010004 1.44 1.25 1.69 18 36 1.3 1-1/2x1x3/4 37RT1014010006 1.50 1.44 1.75 15 30 1.4 1-1/2x1x1 37RT1014010010 1.65 1.50 1.80 12 24 1.6 1-1/2x1x1-1/4 37RT1014010012 1.82 1.67 1.88 10 20 1.8 1-1/2x1x1-1/2 37R11014010014 1.94 1.80 1.94 8 16 2.1 1-1/2x1-1/4 37RT1014012 1.82 1.82 1.88 8 16 2.2 1-1/2x1-1/4x1/2 37R11014012004 1.41 1.34 1.66 15 30 1.5 1-1/2x1-1/4x3/4 37RT1014012006 1.52 1.45 1.75 12 24 1.6 1-1/2x1-1/4x1 37RT1014012010 1.65 1.58 1.80 12 24 1.8 1-1/2x1-1/4x1-1/4 37R11014012012 1.82 1.75 1.88 10 20 2.1 1-1/2x 1-1/4x 1-1i2 37RT1014012014 1.94 1.88 1.94 8 16 23 1-1/2x 1-1/4 x2 37RT1014012020 2.16 2.10 2.02 6 12 2.7 1-1/2 x 2 371RT1014020 216 216 202 5 10 29 2 x 1/2 37R11020004 1.49 1.49 1.88 8 16 2.6 2x 3/4 37R11020006 1.60 1.60 1.97 8 - 16 2.6 2 x 1 37RT1020010 1.73 1.73 2.02 6 12 2.9 2 x 1 x 2 37RT1020010020 2.25 2.02 2.25 5 10 3.1 2x1-1/4 37RT1020012 1.90 1.90 2.10 5 10 3.2 2x1-1/4 x2 37R11020012020 2.25 2.10 2.25 5 10 32 2 x 1-1/2 37R11020014 2.02 2.02 2.16 5 10 3.3 2x1-1/2 x1/2 37RT1020014004 1.49 1.41 1.88 8 - 16 2.1 2x1-1/2x3/4 37RT1020014006 1.60 1.52 1.97 8 16 2.2 2x1-1/2x1 37RT1020014010 1.73 1.65 2.02 8 16 2.4 2x1-1/2x1-1/4 37811020014012 1.90 1.82 2.10 7 14 2.7 2x1-1/2x1-1/2 37811020014014 2.02 1.94 2.16 7 14 29: 2x1-1/2x2 378T1020014020 2.25 2.16 2.25 5 10 3.4 2x2-1/2 37R11020024 2.60 2.60 1 2.39 3 6 4.6 c14TmL1 (rrnt'n TXTmE'DTA'T'TrXTAT 0 - 'T'rT T t'Dt'E' I OAA 111V7 - t'AV 12'2\ QOA 44L - I Victaulic FireLockTM Innovative Groove System I IGSTM for 1"IDN25 Sprinkler Pipe A taulicr 10.54 [ I IN` No. 142 Welded Outlet Style 922 Style 920N No. 101 Style 108 No. 102 Style 115 Outlet-I Mechanical-T Outlet Installation-Ready" Installation-ReadyT" nstallation-Ready" OGS x IGS" 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. 140 Reducer, NPT or Grooved End OGS x IGSTM Grooved or BSPT Threaded x Back-To-Back Close Nipple Male NPT or BSPT BSPT sprinkler outlet of Run Fitting Concentric Reducer Groove 90" Elbow sprinkler tee Threaded x Groove Adapter No. 141 No. 146 Cap WB-1 NAP-1 RG2100 Roll VicFlex"' Series VicFlex"' Series I Female NPT or BSPT IGS"' Weld IGS"' Weld Grooving Tool AH2-CC Braided AH1-CC Braided Threaded x Groove Plunger Cone Plunger Cone Flexible Hose Flexible Hose Adapter with Captured with Captured Coupling (Refer to Coupling (Refer to I publication 10.85) ublication 10.95) 1.0 PRODUCT DESCRIPTION I Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials please contact Victaulic. Maximum Working Pressure I • Up to 365 psi/2517 kPa/25 bar Pipe Preparation Cut (Sch. 401 or roll (Sch. 10 or Sch. 40) grooved in accordance with publication 25.14: Victaulic /GS Groove Specifications. I RG2100 Grooving Capability 1"/DN25 I . 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 4V27114 mm. 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 10.54 10161 Rev G updated 04/2020 © 2020 Victaulic Company. All rights 1 reserved. I __ victaulic.com 2.0 CERTIFICATION/LISTINGS NOTES Approvals listed above do not apply to the RG2100 Roll Grooving Tool, and the WB-1 and NAP-1 IGS" Weld Plunger Cones. 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: El Orange enamel Red enamel (Europe) F-1 Optional: Hot dipped galvanized Gasket: El Victaulic 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/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. NOTES: Reference should always be made to publication I-IOU, 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 oublication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: 0 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). 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, 145, 146, 147: Ductile iron conforming to ASTM A536, Grade 65-45-12 No. WB-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: Tool head assembly 0 Carriage assembly - accepts RG2100 tool head assembly, Standard Cutter, Standard Reamer and Standard Lever 10.54 10161 Rev G updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 2 04tau1ic Ii' I 4.0 DIMENSIONS No. 142 Welded Outlet I Actual Inside Nominal Outside Diameter Diameter Weight inches inches Approximate ON mm l. D. E to E (Each) inches inches lb Run x Branch Run x Branch mm mm kg 11/4 - 11/2 1.660 - 1.900 1 1.049 1.00 0.2 0N32 - DN40I - 42.4-48.3 1 26.6 25.4 0.1 1.049 1.00 0.2 11/2 -2 1.900 - 2.375 DN40 - DN50 48.3-60.3 26.6 25.4 0.1 1.049 1.00 0.2 2-21/2 7 1 2.375-3.000 1.315 DN50 - DN65] 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 DN65 - DN80 73.0-88.9 26.6 1 25.4 1 0.1 1.049 1.00 0.2 3-4 J 3.500 - 4.500 188.9- DN80- DN100] 114.3 26.6 25.4 0.1 I I I I I I I I I I I I I I I I 4.1 DIMENSIONS Style 922 Outlet-I DI Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximum 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 11/4 1.660 I 1 3A6 11/4 4.13 1.98 1.10 2.70 1.1 42A 2 ½i'g 30.0 32.0 105.0 50.3 27.9 68.6 0.5 2 Na 1 x 3/8 1 /l6 11/4 4.25 2.11 1.22 2.70 1.2 1½ 1.900 0N40 48.3 30.0 32.0 108.0 53.6 31.0 68.7 0.5 1 /6 11/4 4.75 2.34 1.46 2.56 1.2 1 1.315 DN25 2 %x 30.0 32.0 120.6 59.4 37.1 65.1 0.5 1 I16 1 ¼ 5.50 2.67 1.71 2.56 1.6 2½ 2.875 73.0 2 3/8 x1 3/8 30.0 32.0 139.7 67.8 43.4 65.1 0.7 1 /i 1 ¼ 5.52 2.75 1.71 2.56 1.7 2 %X13/8 3 0.0 32.0 140.3 69.8 43.4 65.1 0.8 '% 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 3 AtauIi c. victaulic.com 4.2 DIMENSIONS Style 920N Mechanical-I Outlet - WMA in oI its 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 1 3.500 11/2 15/8 6.42 3.12 2.28 2.75 2.7 1 DN8O 88.9 1.315 2 1/2 x 2/ 38.1 41.0 163.0 _79.2 57.9 _69.9 1.2 4 X DN25 4.500 X 33.7 1½ 5/ 186.6 3.62 2.69 2.75 3.0 DN100 114.3 2 ½x2~ 38.1 1 5/8 41.0 7.35 91.9 68.3 69.10 1.4 4.3 DIMENSIONS No. 101 Installation-Ready 900 Elbow C 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 ON mm mm mm mm mm mm mm kg 1 1.315 318x2 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. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 \J(tauIic victaulic.com 4.4 DIMENSIONS Style 108 Installation-Ready Rigid Coupling 7 9 d'.. t Preassembled Assembled Pipe End I 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 3/8 x2 1.66 2.17 2.58 1.43 1.61 2.29 2.27 1.43 1.5 DN25 __ 317 3.6 _M10x50 42.2 55.2 65.5 36.3 41.0 58.2 57.5 36.3 0.7 1 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 publication 10.65 for the Style V9 sprinkler coupling. 4.5 DIMENSIONS No. 102 Installation-Ready Tee C 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 3/8 X2 1.25 2.13 2.13 4.13 2.75 2.75 3.0 DN25 33.7 1 IV 32 54 54 105 70 1 70 1.4 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to oublication 10.65 for the Style V9 sprinkler coupling. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 4.6 DIMENSIONS Style 115 OGS A IGS Reducing Coupling Y EEl 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 1 3kx2 3.13 4.75 1.75 2.63 4.75 1.75 1.9 DN321 1 42.4...] 1.315 3.6 2 M10x50 79 121 44 67 121 44 0.9 11/2 DN25 1.900 33.7 0.14 3kx2 3.25 4.88 1.75 2.88 4.88 1.75 2.1 DN40 1 48.3 3.6 2 M10x50 83 1 124 1 44 1 73 1 124 1 44 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 p.ping system. 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 G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. I victaulic.com 6 \Lt _au lic. victaulic.com 4.7 DIMENSIONS No. 148 Sprinklor Roducet- E1E 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 ON 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 DN25 33.7 DN15 DN20 0.2 4 1 1.315 ½ 3/4 - 0.6 102 DN25 33.7 DN15 DN20 0.3 4.5 1 1.315 ½ 3/4 0.6 114 DN25 33.7 DN15 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 '/4 1.7 305 DN25 1 33.7 DN15 DN20 0.8 18 1 1.315 ½ 3/4 2.5 457 DN25 33.7 DN15 DN20 1.1 24 1 1.315 ½ 3/4 3.4 610 DN25 33.7 DN15 DN20 1.5 30 1 1.315 ½ 3/4 4.2 762 DN25 j 33.7 DN15 0N20 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 67152mm for a No: 148. No. 148 Doublc Ended Sprinkler Reducer P E to P 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 DN25 33.7 DN15 DN20 2.3 NOTE 36/914mm size features sprinkler outlet on both ends for field fabrication. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 \/tauIic I I I I I I I [I I I I I I I I I I I I ii victaulic.com 4.8 DIMENSIONS No. bb 1133 Grooved End of Run Fitting Size Dimensions Weight Actual Approximate Nominal Outside Diameter C to E (Each) inches inches inches lb ON mm mm kg 11/4 1 1.660 1.38 0.7 DN32_1 42.4 48 0.3 2.00 0.8 1 ½ 1.900 DN40 48.3 51 0.4 2.25 1.2 2 1 2.375_i 1.315 DNSO DN25 60.3_i 33.7 57 0.5 2.50 1.6 2½ 2.875 73.0 64 0.7 2.75 2.6 3 1 3.501 DN8O 1 88.9 1 70 1 1.2 4.9 DIMENSIONS No. 144 0- G-6 x ICS Croovcd Concentric Reducer Size Dimensions Weight Actual Approximate Nominal Outside Diameter E to E (Each) inches . inches inches lb DN mm mm kg 1¼ ] 1.660 3.00 0.5 0N32_J 1 42.4_i 1.315 76 0.2 11/2 0N25 1.900 33.7 3.00 0.6 DN40 48.3 1 76 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 8 \jAi -C tauIic victaulic.com 4.10 DIMENSIONS No. 115 Female Threaded x Groove 00" Elbow to T C E oGE 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 j 1 21.3 1.050 1.315 36.8 40.6 -0.2 3% 1.45 1.60 0.5 DN20 DN25 26.9 33.7 1.315 ] 36.8 40.6 0.2 1 1.50 1.60 0.5 DN25 L33.7j 38.1 40.6 L 0.2 4.11 DIMENSIONS No. 147 Da.kT.I-Bd..k Spritikler Tee toTE--C toTE ct17 Size Dimensions Weight Nominal Actual Outside Diameter inches inches Approximate ON mm C-TE inches C-GE inches (Each) lb Threaded Threaded Grooved Threaded Threaded Grooved Outlet Outlet Outlet Outlet Outlet I Outlet mm mm kg ½ ½ 1 0.840 0.840 1315 1.75 1.60 0.7 DN15 DN15 DN25 J 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). I I I I I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. I viCtauliC.com 9 -11-A-ic- _tau I _icr 1 I I I I I U I I I I I victaulic.com 4.12 DIMENSIONS No. 143 Close Nipple . Ej 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. 4.13 DIMENSIONS No. 140 Male Threaded x Groove Adapter Ej 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 E to E 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 33.7 50.8 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 J(ctauIic victaulic.com 4.14 DIMENSIONS No. 146 Cap 101 Size Dimensions Weight Actual Outside Approximate Nominal Diameter I (Each) inches inches inches lb ON mm mm kg 1 1.315 0.55 0.2 DN25 1 33.7 14.0 1 0.1 4.15 DIMENSIONS WB-1 Weld Plunger Cone rDT E to E LI 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 1 50.8 51.0 NOTE WB-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 4.16 DIMENSIONS NAP-i Weld Plunger Cone r2n E to E Li Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 1.75 1.88 1.50 03 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 G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 11 1 I I I I I I I 1 I I I I I I I I I I 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 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. I victaulic.com 12 \)$'tauIic 3 3 I I 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) Style 115 No. 148 No. 144 inches inches feet feet feet feet feet feet DN mm Style 922 Style 920N meters meters meters meters meters meters 1 1.315 I See publication See publication 2.0 5.0 2.7 DN25 33.7j 1Q5 11.02 0.61 1.52 0.82 - See note - 1.660 5.7 3.9 1 1/4 1 1.315 DN32 0N25 42.4 33.7 - - - - - 1.74 - 1.19 1.9ö 50 4.3 1½ DN4O 48.3 J - - - - - 1.52 - _1.31 NOTE In accordance with NEPA 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 170N25 Sch. 40 pipe. I I I I I I ri I I I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 13 X. 0 jctaulic. I F1 [1 Li I 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 16 140 365 365 365 232 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 25 1 16 Maximum pressure rating is 300 psi/21 bar when instal Fed on lightwall steel pipe, as follows: Mega-Flow and Mega-Flow-OF steel pipe manufactured by Wheatland Tube Co. Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co. WLS steel pipe manufactured by Wheatland 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 Maximum pressure rating is 300 psi / 21 bar when installed on lightwall steel pipe, as follows: Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co WLS steel pipe manufactured by Wheatland Tube Co Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. 10.54 10161 Rev G Updated 04/2020 02020 Victaulic Company. All rights reserved. victaulic.com 14 \J(tauIic. 3 ri lb Ill 10 ISO 4 Lid in fire sprinkler systems are cumbersome and time-consuming. Contractors often cut (and J restraints re-cut) threaded rod to precise measurements to restrain the sprinkler pipe with a loop hanger and surge restraint. Traditional methods also commonly L - require five or more parts per restraint. To avoid these labor-intensive methods, ERICO has streamlined the process and developed the Branch Line Restraint System, part of the CADDY - — line of hanging and bracing solutions for the fire r1 protection market. Ideal for restraining 1" (25 mm) through 2" (50 mm) branch lines, this innovative system is significantly faster and easier to install than current methods. It attaches directly to steel bar joists, I-beams or purlins, as well as concrete and wood structures. The hardware is installed f with only one tool, a 5/16" (8 mm) socket drill driver, which provides significant labor savings and convenience. It features a simple, two-step installation process, allowing a time savings of up to 80% compared to other methods. Unlike most solutions that only accept 3/8" (M10) threaded rod, the versatile Branch Line Restraint System ieaiures a attachment that can be rotated to accept 3/8" or 1/2" (M 10 or M12) threaded rod. This allows greater restraint distances from the pipe to structure with 1/2" (M12) threaded rod. The system meets the requirements of NFPA 13, making it ideal for new construction applications. The total system is cUL01 Listed and FM Approved, and has been pre-approved by the ... state of California (OSHPD OPA-2629-10). . . t IV iL ' Traditional methods for installing branch line 7O9DCDAOSY Check Mo Test Cock Cover Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. T Now Available - WattsBox Insulated Enclosures. [For more information, send for literature ES-WB. - IMPORTANT INQUIRE WITH GOVERNINGAUTHORI71ES FOR LOCAL INS TALL4 TION REQUIREMENTS Existing- For reference only ES-7O9DCDA Job Name Job Location Engineer - Approval - Series 709DCDA Double Check Detector Assemblies Sizes: 3" -10" (80-250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks. . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. - • provide a detection point for unauthorized use. It can help locate illegal taps. I Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, 5/s" x 3/4" (16 x 19mm) meter and ball type test cocks. I Features Body construction fused epoxy coated cast iron I . Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance I . Design simplicity for easy maintenance . Furnished with %" x 3/4" (16 x 19mm) bronze meter No special tools required for servicing I Specifications A Double Check Detector Assembly shall be installed on fire I protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff I valves and test cocks. The unit shall be ULJFM approved with UL/FM approved OSY shutoff valves. The auxiliary line shall consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE I 1048; AW\NA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulato- Company Series 709DCDA. I Contractor Approval Contractor's P.O. No. Representative Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- I out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequenfly sold. WAUIUIS Materials Body: Epoxy coated cast iron Seat: Bronze Disc Holder: Bronze Trim: Stainless steel Check Valve Discs: Rubber Test Cocks: Bronze Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 4 - 10" (100 - 250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33°F - 110°F (0.5"— 43°C) continuous, 140°F (60°C) intermittent Maximum Working Pressure: 175p5i (12.1 bar) Standards AWvVA Standard C510 Approvals US I J@M~ ~ u 5Pc , GO us Approved 13.64 1048 Approved by the foundation for Cross-Connection Controland Hydraulic Research at the University of Southern California. Sizes 4 - 10° (100 - 250mm) approved for horizontal and vertical "flow up". Size 3 (76mm) approved for horizontal only. Factory Mutual approved 4 - 10" (100-250mm) vertical "flow up". A in. E mm in. L mm in. R mm I in. mm in. U. mm WlOSYt gates lbs. kgs. In. mm A in. mm C in. mm D in. mm 3 80 40 1016 18% 479 3½ 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 22/4 578 3% 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 62½ 1588 30½ 765 41/2 114 21 533 411/2 1054 16 406 71/2 191 16 406 727 330 8 200 75 1905 373/4 959 51/2 140 26 660 52 1321 17 432 9 229 21 533 1327 602 10 250 1 90 2286 453/4 1162 61/2 165 32 813 64 1626 18 457 101/4 260 25 635 2093 949 * Service clearance for check assembly from center. tULIFM approved backflow preventers must include UL/FM approved OSY. I 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 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 I manual and all warning labels on the tool. 0 0 Wear safety glasses, hardhat, foot protection, and hearing protection while I 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, Eastón, PA 18044-0031, Phone: 1-800-PICK VIC, E-Mail: pickvic@victaulic.com. 1 I I I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 1 15 Jt -au Iicr I I I IJ I I [1 I I I 111 tiirfsiilir 1nm 7.0 REFERENCE MATERIALS 10.06: 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: FireLockTM lnstpllation.ReadyTM Fittings Installation Instruction 1-102: FireLockiM InstaIIationReadvTM Fittings Installation Instruction -108: FireLockTM lnstallationReadylM Coupling -115 FireLock EZTM Installation -Read yTM Reducing Coupling Installation Instruction I-ENDCAP: Victaulic End Can Installation Safety Instructions I49: Style V9 Victaulic FireLocklM IGSTM InstaIIationReadyTM Sprinkler Coupling TM-RG2100: Operating and Maintenance Instructions Manual Victaulic No. 148 Length ½" DN15 outlet I 31e" DN20 outlet Equivalent Length of 1 E to E Sched. 40 Pipe (C=120) inches feet mm meters 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 1.6 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. 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 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 patentor 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 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/or its affiliated entities, in the U.S. and/or other countries. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 16 'j A _C_ t _au I ic r f POTTER PAY The Symbol of Protection POTTER AIR VENT UL Listed for Fire Sprinkler Branch line applications per UL subject 2573—"Automatic Air Release Valves for Fire Protection Service' I I Fl GENERAL DESCRIPTION The PAY is an automatic float type air vent used to reduce the amount of air trapped in a pressurized fire sprinkler system. Reducing the amount of air in a fire sprinkler system is essential to help protect the system piping from the effects of corrosion that is often found at the air/water interface in the fire sprinkler system piping. 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 waterfiow 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 PAY 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) It is strongly recommended to install a ball valve in line with the PAY to assist in servicing the strainer without disabling the sprinkler system. 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 drain 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 PAY - Potter Air vent Optional Equipment: Stock No. Model / 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) Read and understand the instructions provided before you proceed with installation. The PAV shall be installed in accordance with local ordinances and the applicable NFPA13, NFPA13D, or NFPA13R standard. The Engineer of Record should select the Model PAV, Potter Air Vent installation location. Usually at a point in the system that will vent the most air. The location of the PAV must not interfere with the spray pattern of any sprinider 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 PAY 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. REPLACEMENT The vent used in the PAY is not field replaceable. If the vent should fail, the entire unit must be replaced. LI Ii I I I I I I I I I I I I I 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 10F2 I 8/li 1/2" MALE NPT DRAIN AIR VENT VALVE POUm PAY The Symbol of Protection POTTER AIR VENT FIG.! PAY OUTLINE DRAWNG i 7 7/16 I 11 POTIER RBVS (OPTIONAL) AVAILABLE FROM POTTER DISTRIBUTION PIPING CONNECTION FROM TOP OF SPRINKLER PIPING 40 MESH TYPE STRAINER NOTE: It is strongly recommended to install a ball valve and nipple (supplied by SPRINKLER PIPING others). DWG# 1165-2 FIG.2 PAV ASSEMBLY p[- 5020384 OUTDOOR VENT SCREEN ASSEMBLY I"90 ELBOW 1/2K 2" NIPPLE 1/2" BALL VALVE SCREEN 1/2" CLOSE NIPPLE CAP 112" X 2" NIPPLE 1/2" STRAINER 1/2" CLOSE NIPPLE e7_ /2" 90 ELBOW 1/2" UNION CONNECTION 1/2" CLOSE NIPPLE DWG # 1165-1-B NOTE: It is strongly recommended to install a ball valve and nipple before the strainer. The ball valave and nipple are supplied by others. PRINTED IN USA MFG. #5401165 - REV D PAGE 2 OF 2 8/11 0 A C®US <> Overall Height LISTED APPROVED B Center of pipe to top of knurled hanger rod nut D Top of pipe to bottom of hanger rod nut. B A Fig. 200-21/2 to 200-8 Pipe Hangers TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCOTM Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCOTM Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pie-Galvanized 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) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/2" (15mm) and 3/4" (20mm) sizes with non-captured knurl nuts order Fig. 200S Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications W-H-171 E & A-A-11 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. oc IVIUflIUhIMIlI U CIUIpJCIUIUIC. U.JU .)'h) ¼.! Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or200M10-11/2 Fig. 200C Fig. 200F t M8 rod size is not UL Listed or FM Approved 200C-1'/2 shown 200E-1112 shown Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt./100 Part No. in. (mm) in. mm** in. (mm) in. (mm) in. (mm) lbs. (kNI lbs. (kg) 200-1/2 1/2" (15) 3/8"- 16 M8t or MIO 31/8" (79.4) 2/8" (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200-/4 3/4' (20) /8"-16 M8t or M10 31/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) L 2001 - 1 (25) 3/8 16M8torM10 3/8 (85.7) 2/8 (667)1'/8__(286) 400 (1.78) 12)55) 200-11/4 11!4' (32)/8"-16 M8torM1O 33/4' (94.0) 2/t' (73.0) 1/32' (29.3) 400 (1.78) 13 (5.9) [20011/2 11/2 (40) 3/8 16Mt8orM10 3/8 (984) 2/8 (730) 1/16 (302) 400 (1.78) 14 (64) 200.2 2" (50) /8-16 Wt or M10 41/2" (114.3) 3" (76.3) 1/16" (30.2) 400 (1.78) 15 (6.9) L 200-21/2 21/2° (65)/16 Mb-58"(142.9)4'/8'(1047) 1/16"(36) 600(2.67) 27 (12.3) - - 200-3 3" (75) /8"-16 M10 5/8" (149.1) 4" (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) 200-31/2 31/2" (90) /8'-16 M10 73/8" (187.3) 51/4' (133.3) 2/16' (55.6) 600 (2.67) 34 (15.6) 200-4 4' (1 DO) /"-16 M10 7 /8' (187.3) 5" (127.0) 1/8' (34.9) 1000 (4.45) 35 (16.0) 200-5 5" (125) 1/2°13 M12 91/8° (231.8) 61/4° (158.7) 311/320 (84.9) 1250 (5.56) 66 (30.2) 200-6 6" (150) 1/2-13 M12 101/8" (257.2) 6/4" (171.4) 2/32' (56.3) 1250 (5.56) 73 (33.4) 200-8 8" (200) '/2-13 M12 131/8' (333.4) 8/4" (222.2) 3/32' (81.7) 1250 (5.56) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton I I I Li I I I I I I U I Fig. 200 Fig. 200 & Fig. 200S shown with captured nut shown with 1" thru 2" sizes only non-captured nut Installation Note: Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish: Pie-Galvanized. Contact customer seice for finishes and materials. ernative Order By: Figure number and finish. Sizes 1"(25) TOLCO Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4' 120mm1 thru 2" (40mm) pipe. Material: - Pre-Galvanized Steel [11 .Ye Approx. Wt./100 Part No. (MM) lbs. (kg) [jCBS-1__/ 1" (25) M 2(1J 1CBS-1jLr' 11/4" (32) 4.1 (1.8) I 1C811/2 11/2" (40) 4.8 (2.2) ,4CBS-2 2" (50) 9.4 (4.2) 1CBS-21/2 21/2" (65) 11.4 (5.2) 1CBS-3 (75) 13.9 (6.8) [jcBs-3'I2 31/2- (90) j6.0__(7.2) 1CBS-4 (100) 18.0 (8.1) T1cBs-5 (125) 27.3 (12.4) 1CBS-6 6"(150) [1CBS-8 8"(200)42.5(19.2) 32.5 (14.7) 1CBS-10 10" (250) 72.7 (32.9) L 1CBS-12 12" (300) 86.3 (39.1) ] 1CBS-14 14" (350) 157.6 (71.5) [ 1CBS-16 16" (400) 183.7 (83.3) 1 1CBS-1818"(450) 224.6 (101.9) fliCBS-2a 20" (500) 254.0 (115.2) C® us USIED 2 S. P1 Hangers TOLCO Fig. 1CBS - Clevis Bolt Spacer Size Range: Size 1' (25mm) thru 20 500mm1 clevis hanger Material: Steel Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 21&" -8" (B3100) only 111 Function: - Designed to be used in conjunction with Fig. 200 band hangers I 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. I This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 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 band I hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pie-Galvanized Order By: Figure number and band hanger, size from I 3/4' (20mm) thru 2' (40mm). Patent #5,344,108 Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 8/8/2074 22 B-Line series Fire Protection Solutions I I n I I I I Specify Length 'L' .' A Thread Size I Threaded Accessories I B3205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: 3/8"-16 thru 7/'9 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 J available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Ga Ivan ized. Contact customer service for alternative I finishes and materials. Order By: Figure number, rod size, length and finish I 77 Stajddrd Design Load Thread Size Th9a(Length TI 650°F (343°C) 750°F (399°C) Part No. A ,' in. (mm) Lbs. IN) Lbs. (kN) _ib" 21I2" (63.5) 730 (3.25) 572 (2.54) B3205-1/2 x 1 1-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) 21/2" (63.5) 2160(9.61) 1692 (7.52) ] 3" (76.2) 3230 (14.37) 2530 (11.25) B~320 j /4°-10 F B /a"-9 31/2' (88.9) 4480 (19.93) -- 3508 (15.60) 1 I I I larger sizes consult full line pipe hanger catalog. AIR - All Threaded Rod - 120" (3.05m) Lengths TOLCO Fig. 99 - All Threaded Rod Cut To Length Size Range: 114'20 thru /8"-9 rod in 120" -lengths or cut to length Material: Steel I Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Ga Ivan ized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Order By: Figure number, rod size, length and finish OPM Part No. - Size x length Threads Recommended load Approx. Wt.I100 Ft. ATR Fig. 99 Per Inch Lbs. (kN) Lbs. (kg) ATR'/4x120 99-1/4 xlength 20 - - 240 (1.07) 12 - (5.44) AIR 3/( x 120 99-/8° x length 16 730 (3.24) 29 (13.15) AIR V2'x120 -- 99-'/fxlength 13 - 1350 (6.00) - 53(24.04) ATR 5/(x120 99-5/o"xlength 11 2160 (9.60) 89 -- (40.37) OR 3/4° X-120— _9P_/_4_"_x length 10 3230 (14.37) 123 (55.79) AIR /8° x 120 99-/8° x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 96 B-Line series Fire Protection Solutions I I LI I Set Bolt Included Mounting Hardware Is Not Included KLongitudinal Fig. 980 Fig. 4L ce Lateral Brace Seismic Braci TOLCO Fig. 980 - Universal Swivel Sway Brace Attachment - 3/9" to 3/4" (FM Approved) OPM <*> Size Range: One size fits bracing pipe 1 (25mm) thru 2' (50mm), B-Line series APPROVED 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 (2016) 9.3.5.8.4 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 TOLCO 'braced pipe' attachment, Fig. 1000, 1001, 3000, 4L, 4LA, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. I I I I I LI To Install: Place the Fig. 980 onto the 'bracing pipe'. Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L, 4LA or other TOLCO approved attachment to pipe that make up a sway brace system of bracing materials which satisfies the requirements of Factory Mutual Engineering and the National Fire Protection Association (NF Finish: Plain, Electro-Galvanized or Stainless Steel Contact customer service for alternative finishes. 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 Designed to meet or exceed requirements of FM DS 2-8. Ll I I I I I Part Mtg. Hdw. Mounting Hole Max. Design Load** (FM) Approx. Number Size A B D 300 -440 450 590 600 -740 750 -900 Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) lbs./(kN) lbs,J(kN) lbsl(kN) lbsj(kN) lbs. (kg) 980-/8 _/8" (9.5) (10.3) 149 (61.6) 980-1/2 * /2" (12.7) 51/4" (133.3) 1/" (47.6) /32" (13.5) 1320 1970 2310 2550 148 (67.1) - -5[8 " (15.9) - 51/4" (133.3) 1/8" (47.6) 11/16" (17.5) - (5.87) (8.76) (10.27) (11.34) 147 (66.7) 980-/4 3/4" (19.0) 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 146 (66.2) * Standard size. ** Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see page 106. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise B-Line series Fire Protection Solutions 61 Eaton I I I I i I I OPM <*> APPROVED SAt Rnit & HArliwarA Indodad LI Seismic Bracin I H TOLCO Fig. 41 - Longitudinal In-Line Sway Brace Attachment (FM Approved) Size Range: 21/2 (65mm) through 8' (200mm) IFS. Material: Steel Function: For bracing pipe against sway and seismic disturbance Approvals: Approved by Factory Mutual Engineering (FM), 21/2' (65mm) through 8' (200mm) pipe. For UL Listed information refer to UL Listed page 74. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the 'braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage 'bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. i I I I I Pipe Max. Rec. Load (FM) Approx. Part Size A C D Bolt Size 300440 450-590 60°-140 75°-900 Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kg) 2112' (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) '/2-13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590(1.07) 253 (114.7)j 40 3' (80) 7" (177.8) -- 2/4" (69.8) 3/16" (77.8) 1/2'-13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 268 (121.5) [414 4 (100) Th(2159)33/8 (857) 31V16(937) V213 530 (236) 730 (325) 890 (3.96) 990 40) 348 (1578) 4L-5 - (125) 93/4" (247.6) 3/8" 198.4) 4/8" (111.1) '/2"13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (112.3) 41-6 (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"3 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) -. - 640 (290.3) - 41-8 8' (200) 131/4' (336.5) 5 /8" (142.8) 5/8" (142.9) 1/2"_13 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) 728 (330.2) FM Approved when used with 1', 11/4", 1½' or 2" Sch. 40 brace pipe. FM Approved design loads are based on ASD design method. * UL Listed not FM Approved. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. I A)) dimensions in charts and on B-Line series Fire Protection Solutions are in inches. Dimensions shown in parentheses are in millimeters unless otherwise 75 Eaton I I I 1 <Cs> APPROVED I I OPM I Seismic Braci 1 TOLCO Fig. 1001 - Sway Brace Attachment (FM Approved) 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. I Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: I 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 schedule 7 through schedule 40 (PS. I Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in I 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 I can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California I Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 66. I Finish: Plain or Electro-Galvanized. Contact customer service 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. I Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with I other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8.. I Pipe Size in. (mm) Part Number & ApprOx. Wt./100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) .. Lbs. (kg) Design Load For Sch. 1, Sch. 10, & Sch. 40 Pipe Allowable Horizontal Capacity (lbf) Per Installation 1113 300-440 450-590 600-740 150-90° Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) L_1j _11±x.11000 (53.5) 1800i2550 (11.34) 3120 (25.52) 1 I 11/4"(32) ] 1001_11/4 Xl 100.0 (45.3) J01.1h/4 X 1/4 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) [11/2 (40) 10011'/2X11000 (453) 100111/2 X11/4 1150(521) 1230 (547) 1740 (774) 2140 (9.52) 2380 101fl (50) 1001-2 X 108.0 (49.0) 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) I 2"(65) 1001.21/2 X1 138.6 (62.8) 10012'/2X1'/4 160.4 (727) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85)J (80) 1 1001-3 Xl 147.2(66.7)[1001_3 X 11/4 168.7 (76I[ 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) L---4" (100) 1001 4X11609 (730)10014X1'/41824(827) 850(378)1200(534)1470(654)1640(729)] I 6" (150) 1001-6X1 190.0 (86.2) ]jjlool-6X11/4 211.4 (9]I_510(2.27)730 890 (3.96) 990 (4.40) 8"(200) 1001-8 Xi 217.4(986) 1001-8X1'/4 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40)1 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or AS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as 'Schedule 7". These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. Load rating for Schedule 10 above may be applied to GB/T 3092EN 10255M and H, or AS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratinas in UL Listed Desian Load chart shown under drawina. Note: Metric sizes are available, contact factory PF i g.. I O~O I Alldimensionsinchartsandondrawingsareininches.Dimensionsshowninparenthesesareinmillimetersunlessotherwisespecified. B-Line series Fire Protection Solutions 67 Eaton I 1 I OPM <9> APPROVED Cone Point Set Bolts A 4 Set Bolts Included 4• onePoint Set Bolt B ------------------------- Fig. 828 Shown with May pivot in any Fig. 9A80~~ Id direction Fig. 828 Shown with Fig. 980 I Seismic Braci TOLCO Fig. 828 - Universal Sway Brace Attachment to Steel (FM Approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /8" 19.4mm1 refer to Fig. 825. Material: Steel Function: To attach sway bracing and/or hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Factory Mutual Approved (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 52. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, 'bracing pipe' and a TOLCO 'braced pipe' attachment to form a complete bracing assembly. NFPA 13 or FM guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting Fig. 980 or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting*. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. * Retaining strap not required. I I I I I 1 1 I I I FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300440 450590 600-740 750-900 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11kN) FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) 300-440 450590 600-740 750-900 690 970 1210 1330 (3.01kN) (4.31kN) (5.38kN) (5.91kN) FM Approved design loads are based on ASD design method. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 53 Eaton I I I I I I I I Order By: Figure number and finish Fig. 980 US Patent #6,098,942, Canada Patent #2,286,659 I Designed to meet or exceed requirements of FM DS 2-8. Retaining strap not required. FM Approved design loads are based on ASD design method. I I Fig. 41. ..S OPM <> APPROVED (9.5) Set Bolts & Hardware Included -------------------- Top View --- L --- ------- ' J (25.4mm) (II!]_ '/? Bolt &Nut Furnished Side View Fig. 1001 Fig. 825 Seismic Brad TOLCO Fig. 825 - bar joist sway brace attachment to steel (FM approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Material: Steel Function: To attach sway bracing and hanger assemblies to steel members. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque (mm. 31 ft-lbs.). Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13 For UL Listed information refer to UL Listed page 54. ' Installation Instructions: Fig. 825 is the structural attachment componentof a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO' transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 or FM guidelines should I be followed. I FM Approved Design Loads 30°-44* 45°-59° 60-14 75°-90 f— Fig. 825 lbs./(kN) lbs./(kN) lbs./(kN) Ibs./(kN) øZZZZ Maximum Perpendicular to 990 1360 1670 1860 Fig.980 3/8fl Thick Flange Structural Member (4.40) (6.05) (7.43) (8.27) U -. ------..-.----- --- ------------ l-Beam Maximum Parallel to 460 630 770 860 Thick Flange Structural Member (2.04) (2.80) (3.42) (3.82) Brace Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 55 Eaton I 1 I [1 I I [1 I I I 1 I I To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts until heads creak off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx. Wt./100: 247.5 Lbs. 012.2kg1 Fig. 825 I [1 I I I I I I U I I 6" (150mm) i Capacity *Typical maximum system flow rate (7.5 ft/Sec.) **UL rated flow - . . I iiiii! MMM MEMMWMMFR-PM LW :==••••••••. 'a...... i•••u ..... r.1.1_.._... i.... ____.. r•••u II I I.PI ------------ I •i -n---- ---- ---- riii' ---- —-- FIUJ =-- ---- ._, ------ ---- ---- ,. ------ ---- ---- LII------ ---- ---- I II I i'l' ID .III I I I lI Ij'I 1111 ;II 8" (200mm) i•i ------ __I LU I •i ! • ii• ------ __I i•i• ------ __I _ ------ __I IP i1•i I • T•i1 • '•• IIU, i 1•• ---. . I. I_ I I I I I I I I __I' i c®us Specifications Material: Steel Finish: Etectro-galvanized I I I I =r 1~~t~tra@ h~m, Features Accepts 3/8" or 1/2" (M 10 or M12) threaded rod Quick grip clamp simplifies measuring and cutting of threaded rod Works with rough-cut threaded rod and eliminates pipe-side deburring Can be installed with threaded rod above or below the service pipe Shear-off head helps ensure correct torque and simplifies inspection i 1 CSBBRP0100EG 1.32" 318", 1/2" 6.67" 1.63" 0.88" CSBBRP0125EG 1 1/4" 1.66" 3/8", 1/2" 7.56" 1.97" 0.88" CSBBRP0150EG 1 1/2" 1.90" 3/8", 1/2" 8.20" 2.21" 0.88" CSBBRP0200EG 2.38" 3/8", 1/2" 9.45" 2.69" 0,88" i I I 94 www.erico.com Features Swivel connector accepts 3/8" or 1/2" (M10 or M12) threaded rod Attaches to concrete anchors or structural attachments with female threads Specifications Material: Steel Finish: Electro-galvanized c®us ~JEI&d,lMize RS RS WRitti 1Iht1(c Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. fI LrtufUIJt!,t1FV www.erico.com 97 L1 I 11 I I Li TOLCOTM Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Size Range: Fig. 65 - 1 /2"_13 rod sizes, and /8'-11 rod sizes Fig. 65XT - I8'-16 rod size (see below) C @ us LISTED 4 Sr Set Screw and Locknut Included I Beam Clamps 1 Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.Omm). 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" 115mml thru 4" (lOOmm) pipe 1/2'..13 rod will support thru 8" 1200mm1 pipe Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C 0 E No. A in. (mm) in. (mm) in. (mm) in. (mm) [ 65-1/2 1/2"_13 11/2" (38.1) 3/4" (19.0) - 1" (25.4) /16" (14.3) 65-/8 /811-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) Part F Approx. Wt.I100 No. in. (mm) Lbs. (kg) 11/4" (31.7) 55 (24.9) 65-5/8 11/4" (31.7) 55 (24.9) TOLCO" Fig. 65XT - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening e Feature: Extruded holes allows for more thread nga gement of threaded rod and set screw. (25.4) C @ us Approvals: Underwriters Laboratories Listed . Finish: Plain or Electro-Galvanized LISTED 19/i6" Order By: Figure number and finish (39.7) <9> APPROVED (cULus) and FM Approved (FM) for up to 4" 3/4 IlOOmmI pipe. (19.0) W Designed to meet or exceed requirements of FM DS 2-0 and NFPA 13. Set Screw and o---_ Locknut Included Part For Approx.Wt/100 No. Rod Size Lbs. (kg) 65X1 /8"-16 28.0 (12.7) I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 14 B-Line series Fire Protection Solutions Detail NI Fig. 69-/8-/2 66 c®US LISTED 7,',," I Beam Clamps TOLCOTM Fig. 69 - Beam Clamp Retaining Strap Size Range: /8"-16 thru /4"-10 rod 4" (101.6mm) 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 nut for the Fig. 69 or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm). Lengths over 16" (406mm) are not UL Listed. I I I I I I I I I Ll I Hole Dia. D For Use With Length I Part No. in. (mm) 133033-3/8, 133034-3/8, B3031-3/8, 69-/8-/2-L see Detail A 65-/8, 65X1-3/8, 66-/8 Specify I ) B3033-1/2,B3034-1/2,65-1/2,66-1/2 69-5/8-L 11/16" (17.5) 133033-5/8, 65-/8, 66-/8 Specify I j 69-/4-L - 13/16" (20.6) - B3033/4 -- Speci I I 11 I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 17 Eaton c® us LISTED <9> APPROVED I pper hnts TOLCO Fig. 58 - Threaded Side Beam Bracket Size Range: I8"-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, concrete 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 /8' and 1/2' fastener bolts. Per NFPA 13: 1/2' (15mm) thru 2' (50mm) pipe requires /8' fastener, 21/2'(65mm) thru 4' IlOOmmI pipe requires 1/2' fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" IlOOmmI 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- t/." x 2" Lag Bolts (No Pre-Drilling Up to 4" (100mm) pipe Per NFPA 1- 3/s" or 11f Lag Bolts Up to 4' (100mm) pipe 11:1 I Drive Screws /2" (15mm) -4' (100mm) pipe I I I I I 1 I I I 1W I IE I lu CL I l. UL Listed Fastener Table Pipe Size Qty Fastener Type Material L 2 #16x2' Drive screws Wood 2" 1 /8" Lag bolt Wood L2h/2' -4" 1 1/2' Lag bolt Wood 1 31/2 2 1/4" x 11/2" Lag bolts Wood —4., - 2 1/4 x 2" Lag bolts ** Wood_J 4" 2 1/4" x 1' Tek screws Metal (15 gauge) 4' 2 1/4"x 1' Tek screws Metal (16 gauge) T ** No pre-drilling I I I I I 2-#14x1" Tek Type Screws Into Mm. 16 Gauge Steel Up 104" (100mm) pipe Bolt & Hex Nut Up to 4' (100mm) pipe Larger pipe sizes can be hung with reduced spacing. I Part No. Pipe Size Rod A B C Approx. Wt./100 I in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 1 58 1/2" -4" (15- 100) /8'-16 2/4" (69.8) 11/2' (38.1) 11/8' (28.6) 14 (6.3) I I Al) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 91 Eaton I ?owers FASTENING INNOVATIONS GENERAL INFORMATION 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 AC193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using 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 embttlement 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 Ic1IJ IDE SPECIFICATIONS CSI Divisions: 0316 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component I Specification Anchor Body I case hardened carbon steel Plating Zinc plating according to ASTM B633, 5C1, Type lii (Fe/Zn 5) I Minimum plating requirements for Mild Service Condition SECTION CONTENTS General Information......................1 Material Specifications.................1 Installation Specifications............2 Installation Instructions................3 Performance Data..........................4 Installation Specifications............8 Ordering Information....................9 SNAKE+ 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 ICODE LISTED I ICC-ES ESR-2272 CONCRETE This Product Available In Powers Design Assist Real-lime Anchor Design Software www.powersdesignassist.com www.powers.com I I I I I [1 I I LI I I I I I I I I I owe. INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS Critical edge distance Not Applicable' Not applicable Minimum edge distance Cmdeedvw in.Not Applicable' Not applicable Minimum spacing distance Smindtor, Not Applicable' Not applicable The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 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 3h.f or 1.5 times the flute width. The notation in parenthesis is for the 2009 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. Do not exceed Do not exceed 2 www.powers.com V •.•V '-'V ,•U- ,V ,,U- I I I I ?owers FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS 1 INSTALLATION INSTRUCTIONS Step 1 Step 2 Step 3 Step 4 Using the proper drill bit size, drill Select a powered impact wrench Drive the anchor into the hole Insert threaded rod or a bolt into a hole into the base material to the that does not exceed the maximum until the shoulder of the Snake+ the Snake+, taking care not to required depth. The tolerances torque, T, for the selected anchor setting tool comes into contact exceed the maximum specified of the carbide drill bit used diameter. Attach the Snake+ setting with the surface of the base tightening torque of the steel should meet the requirements tool supplied by Powers Fasteners material. Do not spin the setting insert element T Minimum of ANSI Standard 8212.15. to the impact wrench. Mount the tool off the anchor to disengage. thread engagement should be anchor onto the setting tooL at least one anchor diameter. Installation Detail tor Snake+ in the Topside ot Concrete-Filled Steel Deck tloor and Root Assemblies' SAND-UGHTWBGHIT CONCRETE OR NORMALWEIGHT 1. 318-inch diameter anchors may be placed in the topside of steel deck OVER SIM DECK (MINIMUM Z500 Psi) CONCRETE profiles provided the minimum topping thickness, minimum spacing Snee Anther distance and minimum edge distance are satisfied. U--, (Typ) : ax Mit4-llt(Typ) I Min.12'C.C.ffyp) I Lowe fluate(Ridge)—J Na 20 Gage Steel Oedc I 1 I ri I 1 I Installation Detail for Snake+ Installed in the Soffit of Concrete over Steel Deck floor and Roof Assemblies' STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3.000 PSI( Ain. 3 Clearance Mm. ,- Upper Flute (Valley) . Mrp) Min./2 Min. 4-1/2" Min.12(Typ) Lower Flute (Ridge) No. 20 Gage Steel Deck Mm. Flute Edqe 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. I I I I I I I www.powers.com 3 Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom (mm) 1/8 26 STEEL STRENGTH IN TENSION ksi ASTMA36 36.0 2 Minimum specified yield strength of steel insert element f (N/mm') PSTM A193, 105.0 Grade B7 (724) - Minimum specified ultimate strength ksi "' M A36 58.0 (400) PSTM A193, 125.0 - of steel insert element (N/mm') Grade B7 (862) Effective tensile stress area of steel insert element in 0.0775 0.1419 lb ASTM A36 4.495 (20.0 ) 8,230 ( 37.0) Steel strength in tension N (kN) ASTM A193, 9,685 Grade B7 (43.1) - Reduction factor for steel strength"' - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION' Effective embedment he (2 (3 Effectiveness factor for uncracked concrete kw 24 30 Effectiveness factor for cracked concrete k0 - 17 24 Modification factor for cracked and uncracked concrete' VC.N - Cracked concrete = 1.0 Uncracked concrete = 1.0 Critical edge distance cac (102) Reduction factor for concrete breakout strength' ____ - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPUCATIONS)6 Characteristic pullout strength, uncracked concrete (2,500 psi)' lb (kN) 8 note S 7 See note S 7 Characteristic pullout strength, -- lb s 7 See note 1,665 cracked concrete (2,500 psl)6 )6 (kN) (74) Reduction factor for pullout strength' - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)59 N (l) lb See note 7 1,665 Reduction factor for pullout strength, _____ - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, N lb 1,515 1,625 uncracked concrete over steel deck5° (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, Npdeckeq lb 1,075 1,300 cracked concrete over steel deck seismic 511 (kN) (4.8) (5.8) Reduction factor for pullout strength, concrete over steel deck, . 6/) - r A B - 065 LOnuitlOn - The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of Section D.3.3 shall apply. Installation must comply with published instructions and details. All values of 4) were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 4) must be determined in accordance with ACI 318-11 Section D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for condition A, see ACI 318-11 D.4.3 for appropriate 4) factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 Section D. 1. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. D. 1. Tabulated values for steel strength in tension must be used for design. For all design cases use i/&N = 1.0. Select appropriate effectiveness factor for cracked concrete (k,) or uncracked concrete For all design cases use i/f.i' = 1.0. For concrete compressive strength greater than 2,500 psi, Nw = (Pullout strength value from table) *(specified concrete compressive strength/2500)°5. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength will 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 that Ns and Nw are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for Np.d,,, are for sand-lightweight concrete (f' 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 Section D.5.2 is not required for anchors installed in the flute (soffit). The notation in brackets is for the 2006 IBC. 4 w.powers.com PERFORMANCE DATA FASTENING INNOVATIONS PERFORMANCE DATA Tension Desiun Information (For use with load combinations taken from ACI 318 Section 9.2)2 ?owers PERFORMANCE DATA FASTENING INNOVATIONS ASTM A36 770 1,995 Steel strength in shear, concrete over steel deck, seismic' (kN) ASIM A193, 1,665 Grade B7 (7.4) - Reduction factor for pullout strength' - Condition B = 0.60 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 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. or ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318-11, 0.4.3 for the appropriate 0 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 D. 1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 0.6.1.2. Anchors are permitted to be used in sand-lightweight concrete provided that Vb is multiplied by a factor of 0.60 (not required for steel deck).. 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 V.,d,k are for sand-lightweight concrete (f',vn = 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 0.6.2 and the pryout capacity in accordance with ACI 318 D.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. I 1 I ww.powers.com 5 I I I I I I 1 I Ll I I I I I I I Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength, f'c (psi) Nominal Anchor Nominal Embed. Insert asoo 3,000 Element 4,000 6,000 8.000 ONn 4 4iNn qVn Nn (/)Vn 4iNn s/vn Size (in.) h (in.) (Threaded Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) abs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 635 J1 700 !I1 805 0l 985 1,140 318 1-5/8 A51MA193 Grade 137 635 685 700 750 805 870 985 1,065 1,140 1/2 2-3/16 ASTM A36 1,080 1,185 1,370 ft 1,675 1~t 1,935 0- Anchor Pullout/Pryout Strength Controls 0- Concrete Breakout Strength Controls D - Steel Strength Controls PERFORMANCE DATA .-OPowers. FASTENING INNOVATIONS Factored Design Strength (ON And OV) Calculated In Accordance With ACI 318 Appendix D: 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: - Cat is greater than or equal to the critical edge distance, car (table values based on Cal = C&). - Ca2 is greater than or equal to 1.5 times Cat. Calculations were performed according to ACI 318-11 ADpendix D. 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 --' .......... ...........L :i....L.1....:.. ,L.. L......,...l.... l... t...,L. _i..j i 7. - Cal, a'- [II an JI)'UUL )LiCii9Lii III iiCdi are LdILUId1CU using tiit tiiCLLiVC tiliUCUilitilL VdIUt, ilti, lot lilt titUtU I -- . •. - anchors c noted in the rlpcinn information tables Please also reference the installation cnarifirtinn( for J'.. .,. more information. 3- Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B / is assumed ' 4 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 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths Installed in lJncracked Concrete Steel Minunwti Concrete Compressive Strength, fc (psi) Nominal Anchor Nominal Embed. Insert Element ZM 3.000 _______ 4,000 6,000 8.000 ONp qVn Nn Vn 4iNn qVn Nn çbVn btn Vn Size (in.) b (in.) (rhreaded Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) - ASTM A36 900 985 1i 1,140 1,395 .'ir 1,610 0I A51MA193 Grade 137 900 970 985 1,060 1,140 1,395 L3I 1,610 ,! 1/2 2-3/16 ASTMA36 1,865 2,040 2,355 2,885 4Y- 3,335 0- Anchor PultoutlPryout Strength Controls 0 - Concrete Breakout Strength Controls 0- Steel Strength Controls 6 www.powers.com i ?ovvers PERFORMANCE DATA FASTENING INNOVATIONS 1 UREDUNDANTlFASTENING '1 I I 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. I 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, n and 113 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. I Redundant applications shall be limited to support of nonstructural elements. I Number of Anchorage - 1 \II2,,At Leasti Anchor Anchorage LUPer i O3 Point Uoear ri tlld flemeasU I Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying Design values for use with allowable stress design shall be and limiting the following variables established taking Rd, ASD = • I n1 = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point Where ot is the conversion factor calculated as the weighted I n3 = factored load at each anchorage point, lbs., using load average of the load factors from the controlling load combination. combinations from IBC Section 1605.2.1 or 318 - - The conversion factor, ol is equal to 1.4 assuming all dead load. Section 9.2 Strength Design (SD) Design values for use with strength design shall be established taking or,, • F. See redundant fastening design information table for Snake+ design resistance. I I 1 I 1 I www.powers.com I 1 Anchor Property/_______ Units Nominal Anchor Size 1/4" 3/•• 1/2" Setting Information on Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth h,, in. (mm) 1-5/8 (41) 1-518 (41) 2-3/16 (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE" Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete (2,500psi) Fn(kN) lb ni 2t 4 n ~t 3 ni ~ 4 n, ~! 3 ni ~! 4 n 2t 3 550 360 675 450 1 675 t 450 (2.5) (1.6) 1 (3.0) (2.0) (3.0) (2.0) Effective tensile stress area - 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) lb (kN) ni ~ 4 ni ~ 3 ni ~ 4 ni ~ 3 ni ~ 1 ni ~ 3 550 360 675 450 675 I 450 (2.5) (1.6) (3.0) (2.0) (3.0) j (2.0) Strength reduction factor' 4,a - 0.65 The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605,2.1, or ACI 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight con:rete, provided the resistance value is multiplied by 0.6. -ii INSTALLATION SPECIFICATIONS -4F(oweffs FASTENING INNOVATIONS 101 I: I INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property! Setting Information Notation Units Nominal Anchor Size 114" 3/8" Nominal drill bit diameter dbu in. 3/8 1/2 ANSI 3/4 ANSI ANSI Nominal embedment depth 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 hmn in. 3 (76.2) 3 (76.2) 3 (mm) (76.2) Overall anchor Iegnth in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening' _ Grin = 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 element (threaded rod or bolt) T. ft-lb. (N-m) 4 (6) 8 (11) 36 (49) Maximum impact wrench power (torque) ft-lb. (N-rn) 120 (163) 345 (468) 345 (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors'3 8 w.powers.com 9. F LU "Ps I ?owers FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete 1.1.1,4 Minimum Minimum Concrete Compressive Strength fc = 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 in. Tension Shear Tension Shear Tension Shear in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 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. Ultimate 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 INFORMATION Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box' Std. ctn. 6400SD 1/4" 1-5/8" 11/32' 100 1,000 6401SD 3/8" 1-5/8" 23/32" 50 500 64035D 1/2" 2-1/2" 15/16" 50 1 300 1. Each box comes with one free setting tool Settina Tool for Snake+ Screw Anchor Cat No. Anchor Size Std. Ctn. 64025D 1/4" 1 6407SD 3/8" 1 6404SD 1/2" 1 I I I I I I I www.powers.com 9 Li I I I I I I I I I I ii I - ±;-• [ij Hanqermate'+ I I DE WALT ENGINEERED BY ?owers .1. W. wit SELF-DRILLING POINT eliminates pre drilling t4 -_I .VT ONE PIECE pirion feature 1 Dual Head DESIGN reduce Single Piece Design provides . erdriving ULApproved Range solid connection from steel to, threaded rod IrlrTimT ç jJ![iiIIM I SELF4A ii in PFM2231100 THREADS - I PFM22311ON low torque J PFM2231150 to install I PFM22312ON Liurin PFM2241100 HORIZONTAL PFM22411 ON MOUNT PFM2241150 OPTION PFM224115N I PFM2241200 PFM22412ON t PFM2281150 PFM2281200 PFM2281250 PFM22711ON PFM227120N PFM227130N - E1 rt PFM2231500 PPM 2 23 1550 21sIcIiIJI:i::I DESCRIPTION SAMMYSO MODEL # HANG ROD SIZE WY MSTR Hangermate+ For Steel - Vertical PFM2231000 1/4-20 1" #3 DSTR 100 Vertical 1/4 25 125 I 1/4-20 x 1 #3 - Vertical 3/8 25 125 ON 1/4-20 x 1 "#3 / nut DSTR 1 Vertical 3/8" 25 125 I 1/4"-20x1-1/2"#5 DSTR 1-1/2 Vertical 3/8" 25 125 1/4-20 x 1-1/2" #5 / nut DSTR 1 Vertical 3/8" 25 125 PFM2231200 1/4-20 x 1-1/2' #3 - Vertical 3/8' 25 125 lI 1/4-20x1-1/2" #3/nut DST15 Vertical 3/8" 25 125 I 1/4-20 x 2" #3 DST 20 Vertical 3/8" 25 125 Hangenhlate+ For Steel - Horizontal PFM2241ir' 1/4-20 x 1" #3 SDW 10 Horizontal 3/8" 25 125 1 1 ON 1/4-20 xl' #3/nut SDWR 1 Horizontal 3/8" 25 125 ' I 1/4-20 x 1-1/2" #3 - Horizontal 3/8" 25 125 I' 1/4-20 xl -1/2" #3 / nut - Horizontal 3/8" 25 125 III I I 1/4-20 x 1-1/2' #5 SWT 15 Horizontal 3/8" 25 125 1/4-20x1-1/2"#5/nut SWDR1-1/2 Horizontal 3/8" 25 125 Hangennate+ Pivot For Steel - Angled Applications PFM2281150 1/4-20 x 1" #3 SH-DSTR 1 Variable 3/8" 25 125 12-20 x 1-3/4" #5 SH-TEK 50 Variable 3/8" 25 125 uId' Jj!i 1/4-14x 1' #3 - Variable 3/8" 25 125 Hangennate+ Suspender For Steel - Dual-Directional 1/4-20 x 1" #3 / nut - Vert. & Horz. 3/8" 25 125 20 x1 1/2 #3/nut Vert &Horz 3/8 25 125 1/4-20 x 1-1/2" #5 / nut - Veil. & Horz. 3/8" 25 125 Hangennate-i. For Steel - Acoustical Ceiling Screw Eyelet 1/4" x 3" CWSD 1 Veil. & Horz. Eyelet Hole 25 125 1/4" x 3-1/4" CWSD 2 Veil. & Horz. 3/16" 25 125 Recommended 1300 to 2000 rpms for proper installation. The Complete Anchoring Solution - Installation Accessories and Tools viisIeuLiJi:iti DESCRIPTION HANGERMATE+ OTY MSTR OTY 1Th1tsIPZiII1 Steel Socket (Silver) Rod Hanger 1 5 TTT- iI4IIKIIIII Suspender Driver Suspender 1 5 Pivot Driver Pivot 1 5 KI&I1K%1II Ceiling Screw Eyelet Driver Acoustical 1 5 Pole Tool Kit Rod Hanger 1 5 KIIDMiI Adapter for hanging 1/2' rod (3/8" to 1/2" Adapter) IIIlII$JeJltl 20 V MAX* XR Lithium Ion Brushless 3-Speed Drill / Driver Kit IIIl;I:PAIii 20V MAX* XR 1/4" 3-Speed Impact Driver Kit , * Maximum initial battery voltage (measured without a workload) is 20 volts. Nominal voltage is 18. 1 [I Hangermate®+ Specialty Rod Hanging Anchors • I Suspender, MULTIPLE THREADS different thread . '44:, and point styles 4. 44 4 - TWIN LEAD THREAD nslaUirtion Driver & Bit Reference for thread NUMBERDESCRTE55 DNVER DRIL Bff engagement r Concrete (concrte & PFM2271050 d' : W / PFM2271000 5/16" x 2-1/4" PFM2201300 Suspender F r Steel r Wood PFM22711ON 1/4 ' '' I PFM22712O'J ' i ii PFM227130N1/4-14 x1 #5/nut PFM2201300 DUAL DIRECTIONAL' HREA -one parttfor vertical or • horizontal application L ft m • t - ___________ •IIWIIh• APPROVALS Hangermate+ For Steel - APPROVED ULTIMATE DESCRIPTION HANG ROD DRIVER MIN. MAX. TENSILE LOAD LOAD PIPE UL PIPE FM SIZE THICK. THICK. (MATERIAL DIRECTION SIZE THICK. SIZE THICK. THICKNESS) YKIftIlIII 1/4-20 1" #3 Vert. 1/4 PFM2201200 0.060 0.250 2,375 (0.125) V 4 0.125 4" 12 ga. YKiIIIIISI 1/4-20x1"#3 Vert. 3/8 PFM2201200 0.060 0.250 2,375(0.125") V 4" 0.060" 4" 16 ga. 1/4-20x1"#3/nut Vert. 3/8" PFM2201200 0.060 0.250 4,690(0.125") V 4" 0.125' 4" 12 ga. #aKiIi1lI 1/4"-20x1-1/2"#5 Vert. 3/8' PFM2201200 0.188 0.250 3,675(0.188") V 4" 0.060" 4' 16 ga. 1MIk1lI 1/4-20 x 1-1/2' #5/nut Vert. 3/8" PFM2201200 0.060 0.250 5,810 (0.188") V 4" 0.125" 4" 12 ga. 'lKMV.DDI 1/4-20x1-1/2"#3 Vert. 3/8" PFM2201200 0.188 0.250 2,375(0.125") V 4" 0.060" 4" 16 ga. VKiMV2s1I 1/4-20 x 1-1/2' #3/nut Vert. 3/8" PFM2201200 0.060 0.250 4,690 (0.125') V - - 4" 0.125" PIP!II 1/4-20 x 2" #3 Vert. 3/8" PFM2201200 0.060 0.250 2,375 (0.125") V Hangermate+ iFor steel - Horizontal KJlJIlIIII 1/4-20 x 1" #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570(0.111") H - - - - &IIi1I 1/4-20x1"#/nut Horiz. 3/8" PFM2201200 0.060 0.250 2,810(0.111') H 4" 0.060" 4" 16 ga. 1II1•I 1/4-20 x 1-1/2" #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570 (0.111") H - - - - K1IlhI 1/4-20 x 1-1/2" #3/nut Horiz. 3/8" PFM2201200 0.060 0.250 2,810 (0.111") H 4' 0.060" 4" 16 ga. lKi!IVLlIII 1/4-20 x 1-1/2' #5 Horiz. 3/8" PFM2201200 0.060 0.500 3,530 (0.188") H - - - - 1/4-20x 1-1/2" #5/nut Horiz. 3/8" PFM2201200 0.060 0.500 2,810(0.111") I H 4' 0.060" 4" 16 ga. Hangermate+ Pivot For Steel - Angled Applications 3210(0.188") V - - - - t'1KP:Hh1l1 1/4-20 xl" #3 Variable 3/8" PFM2201250 0.060 0.188 975 (0.188) 45 - - - - - - - !iKik3V2II•i 12-20 x 1-3/4" #5 Variable 3/8' PFM2201250 0.11 0.188 3,270 (0.188") V - - 975 (0.188") 45 - - - - - - lKè!4IVA9I 1/4-14 x 1" #3 Variable 3/8" PFM2201250 0.188 0.5 2,875 (0.188') V - - 875 (0.188') i 45 - - - - nangermale+ suspenaer For steei - vual-vurectional Vert .& J KPtâIlI]I 1/4-20 x 1" #3/nut 3/8' PFM2201300 Horz. 0.060 0.210 4,690 (0.125") V 4" 0.060" 4" 16 ga. H V 4" 4" 0.060 0.060" - 4' 4" 16 ga. 16 ga. 1/4-20 x 1-1/2" #3/nut 3/8" PFM2201300 HorZ. Vert. & 0.060 0.210 4,690 (0.125') H 4" 0.060" 4' 16 ga. Vert.& KPIAK1O]I 1/4-20 x 1-1/2" # nut 3/8' PFM2201300 Horz. 0.188 0.500 4,690 (0.125') V 4" 0.060' 4 16 ga.. H 4" 0.060" 4" 16 ga. Hangermate+ For Steel - Acoustical Ceiling Screw Eyelet IIrq jijl 1/4" x3" 3/16' PFM2201350 - 0.060 590 (0.188) - - - - - 1/4 x 3-1/4 3/16 PFM2201350 - 0.060 590 (0.188") - - - - - Loads vary depending on steel thickness. Contact DEWALT for more information. DEWALT LOCATIONS Held Pick-Up & De-very DEWALT I Aochs Factory Serv:ce DistnibuCon Center Center ALABAMA Birmingham 205-942-0538 JIM rMobile 251-602-1000 _% ____lu ________ ALASKA Anchorage 907-561-7181 lu ARKANSAS Little Rock 501-372-3040 lu ARIZONA Phoenix 602-437-1200 4ft lu Phoenix 602-431-8024 CALIFORNIA San Francisco 510-783-3959 _ lu Hayward 510-293-1500 San Diego 858-279-2011 Anaheim 714-414-0369 Sacramento 916-344-3520 ju Ontario 909-930-1437 Tustin 714-731-2500 *0000 COLORADO Denver (DEWALT) 303-922-8325 lu Denver (Powers) 303-922-9202 CONNECTICUT Hartford 860-563-5800 lu FLORIDA FL Lauderdale 954-321-6635 lu Tampa 813-884-0434 Jacksonville 904-781-2253 lu Orlando 407-657-0474 Orlando 813-626-4500 W. Palm Beach 561-609-3247 GEORGIA Atlanta 770-246-1710 Atlanta 800-294-9361 HAWAII Honolulu 808-842-9925 lu IOWA Des Moines 515-270-1340 lu ILLINOIS Addison 630-521-1097 lu Addison 630-960-3156 INDIANA Indianapolis (DEWALT) 317-243-8308 1111111111111110 _ Indianapolis (Powers) 317-773-1668 KANSAS Kansas City 913-495-4330 _ Kansas City 816-472-5033 Wichita 316-943-1271 KENTUCKY Louisville 502-380-3748 LOUISIANA New Orleans 504-734-3413 Baton Rouge 225-296-3191 lu Shreveport 318-608-1553 lu MARYLAND Baltimore 410-536-0722 lu Capitol Heights 301-333-0865 lu Baltimore /OC 301-773-1722 MASSACHUSETTS Boston 781-329-3407 MICHIGAN Grand Rapids 616-261-0425 Detroit 248-597-5000 Detroit 248-543-8600 MINNESOTA Minneapolis (DEWALT) 952-884-9191 lu Minneapolis (Powers) 612-644-3047 MISSOURI St Louis 314-997-9100 lu Kansas City 816-472-5033 MONTANA Billings 406-652-5512 DEWALT LOCATIONS Field Pick-Up & Dcl.eory DEWALT Factory Service Center Anchor Distribution Center NEVADA I Las Vegas 702-889-6025 _ NEW JERSEY Elmwood Park 201-475-3524 lu NEW MEXICO Albuquerque 505-884-1002 _% lu NEW YORK Buffalo 716-884-6220 In Queens 718-335-1042 lu Rochester 585-334-1423 Long Island 631-952-2008 Albany 510-785-1867 New York 800-524-3244 NORTH CAROLINA Charlotte (DEWALT) 704-392-0245 Charlotte (Powers) 704-375-5012 lu Greensboro 336-852-1300 Raleigh 919-878-0357 lu OHIO Cleveland 440-042-9100 lu Cincinnati 513-772-3111 lu Columbus 614-895-3112 lu Toledo 419-067-8561 OKLAHOMA Oklahoma City 405-634-8403 Tulsa 918-249-8641 OREGON Portland 503-255-6556 lu PENNSYLVANIA Philadelphia 215-271-5500 - lu Pittsburgh 412-642-0204 lu Allentown 610-435-9544 lu 1111 York 717-755-3441 SOUTH CAROLINA Greenville 864-299-8662 lu TENNESSEE Memphis 901-384-8100 Nashville (DEWALT) 615-242-1633 Nashville (Powers) 615-248-2667 TEXAS Dallas (DnWAL1)972-446-2996 Dallas(Powers)972-506-9258 (tousles 713-466-1194 - Houston 281-491-0351 SarvMtonio 210-732-1221 Fort Worth - 817-831-3828 El Pass 915-778-9769 1111 Mcallen 956-661-1122 Austin 512-382-3971 lu UTAH Salt Lake City (DEWALl)851-486-5828 lu Salt LakeCity (Powers)801-466-9428 - VIRGINIA Virginia Beach757-363-0091 WASHINGTON Seattle 206-763-2010 Spokane 509-535-9252 lu Seattle 844-483-4232 1.1*1*1 WEST VIRGINIA Charleston 304-343-0289 lu WISCONSIN Milwaukee (DEWALT) 414-645-4285 lu Milwaukee (Powers)414-645-8821 DEWALT, ELCO, & POWERS Anchors and Fasteners Inquiries: 800-524-3244 DEWALT, ELCO, & POWERS Anchors and Fasteners Technical Questions: email englneertng@powerscem Dealer Stamp Heavy duty 20 gauge steel construction Red powder coated finish (6510152) 6 Head Bon 3 Head Bon 12 Head Bon (6510150) 6 large Head Ben (6510151A) 6510151) I I I I I I I I I I I I I I I I I FIRE SPRINKLER SPARE HEADBOXES 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 user's 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 L VINYL SPRINKLER IDENTIFICATION DECALS I '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. FAIR CONTROL 50-20-010 AIR LINE 50-20-020 E ARM LINE 50-20-030 ALARM TEST 50-20-040 1 ANTI-FREEZE SYSTEM I FIRE EXTINGUISHER 50-20-045 50-20-200 AUXILIARY DRAIN IFIREDEPAR1MEN1VALVE CONTROL VALVE FIRE HOSE DRAIN VALVE FIRE SPRINKLER PIPE 1 FIRE PROTECTION 11 8"x2" 50-20-219 INSPECTORS TEST 50-20-270 MAIN CONTROL 50-20-280 MAIN DRAIN 50-20-290 OPEN SPRINKLER CONTROL 50-20-300 SPRINKLER 50-20-317 TEST & DRAIN 50-20-355 WATER MOTOR LINE 50-20-390 SPRINKLER —8 SPRINKLER HYDFfUII{CTSVSTEM ThirbUiIdb5jbibtected by a HydrauItC,IIDesgned Anton ocation No. of Serinklers Basis of Design System Demand I I I I I I SERVICE STICKERS A Great Way to Advertise Right on the Jobsite A ALL A I .RICAN Put your Company Name & Logo on your Service Decals Nh - ARGCO's art department can take your personalized artwork and recreate it on your signs - SPRI - CORP. 2RMIRRCTtI 24 HR. EMERGENCY SERVICE Custom to your specs. =tt,t' 779.339.3737 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