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2800 WHIPTAIL LOOP; ; FPC2017-0340; Permit
4i)4l112.I]471 L1ift Print Date: 04/20/2022 Job Address: 2800 WHIPTAIL LOOP E, CARLSBAD, CA 92010-6708 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091202500 Track #: Valuation: $11,568,375.14 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2017-0340 Status: Closed - Finaled Fire Sprinklers Applied: 11/15/2017 Issued: 01/31/2018 DEV2016-0023 Finaled Close Out: 04/20/2022 Inspector: Final Inspection: Project Title: PACIFIC VISTA COMMERCE CENTER Description: REVISION FOR UNDGD CALCS: PACIFIC VISTA - BLDG 'C' - SPRINKLER> 100 SYSTEM #1 - 441 HEADS SYSTEM #2 -415 HEADS SYSTEM #3 - 380 HEADS SYSTEM #4-432 HEADS SYSTEM #5 - 441 HEADS Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST P0 WAY, CA 92064-6830 P0 WAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr)$136.00 Total Fees: $1,888.00 Total Payments To Date: $1,888.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS & MATERIAL SUBMITTAL FPC20I7 -0340 2800 Whiptail LOOP PACIFIC VISTA - BLDG C - SPRINKLER> 100 SYSTEM #1 -441 HEADS SYSTEM #2-415 HEADS SYSTEM #3- 380 HEADS DEV2016-0023 2091202500 1/30/2018 FPC20I 7-0340 PACIFIC VISTA COMMERCE CENTER BUILDING "C" WHIPTAIL LOOP CARLSBAD, CA Tj WESTER. IRE V PFTtTiUN 13630 DANIELSON ST. POWAY, GA. 92064A 95241 PH. (858)5 1 3-4949 Fx. (858)513-1322 I I I I I I I I I I I I I I I I I I I I I I I HYDRAULIC I CALCULATIONS I *OTEc7-,0 CLASSIFICATION C-1 w Io o C-16 - LICENSED NO. \588J 1 1 1 I I I I I [1 1 1 Job Number: 17-0902 - PVCC - BLDG-C Rerarorort fldse'rintirors ARPA fil ~jjljHydraulic Overview I Job Job Number 17-0902 Design Engineer R. HOEKSTRA Job Name : PACIFIC VISTA COMMERCE CENTER Phone 916.202.1504 FAX Address I 2770 WHIPTAIL LOOP W. State Certification/License Number C-16 588039 Address 2 CARLSBAD, CA 92008 AHJ CARLSBAD FIRE DISTRICT Address 3 BUILDING C Job Site/Building BUILDING C System Pressure 60.000 Area of Application NA Most Demanding Sprinkler Data 25.2 K-Factor 195.20 at 60.000 Hose Streams 0.00 Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 12 System Pressure Demand 117.104 System Flow Demand 2345.87 Total Demand 2345.87 @ 117.104 Pressure Result +20.485 (14.9%) Supplies Check Point Gauges Node Name Flow(pr)m) Hose Flow(aom) Static(psi) 1000 Water Supply 8000.00 141.000 ResiduaI(osi 108.000 Identifier Pressure(csi) K-Factor(K) Flow(gym) BLDG-C_PVCC-FP3-8_PIPING Water Supply at Node 1000 (8000.00, 0.00, 141 .000, 108.000) 150- t Static Pressure 141.000 135R 120- 2345.87Q117.104- 8000.00@108.000 105- 41 'Vj [ 90 75 stem demand curve 60 45 1 30 5 0 - I.LLIJJJ U.LLLLL ILJ.J.LLL W.U.LLL 1W2652007750 9300 10850 12400 Water fIOWm gpm 15500 L 111111111 111111111 _ 13950 f,,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 11/28/2017 9:56:44PM Page 1 [1 Ii I I U U I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Rnnrt flpp.rrintinn AP 1 IN IHydrau1ic Summary I I ©M.E.P.CAD, Inc. JJAutoSPRINK@12v12.0.61.0 11/28/2017 9:56:46PM Page 2 Job Job Nornber 17-0902 Design Engineer R. HOEKSTRA Job borne: PACIFIC VISTA COMMERCE CENTER State Certification/License Number C-16 588039 Address 1 2770 WHIPTAIL LOOP W. AHJ CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Job Site/Sodding BUILDING C Address 3 BUILDING C Drawing Name BLDG-C_PVCC-FP3-8_PIPING System Remote Area(s) Most Demanding Sprinkler Dote 25.2 K-Factor 195.20 at 60.000 Occupancy ESFR Job Sufflo PVCC - BLDG-C Hose Agowance At Source 0.00 Pressure 60.000 Area olAppicabon NA Add/tonal Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 100.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Wee Left: 116.825 Right: 117.158 Total Hose Streams 0.00 System F/em Demand 2345.87 Totol Water Required (Including Hose riticwaoce) 2345.87 Maximum Pressure Unbalance In Loops 0.000 Meormum Velocity Above Ground 15.16 between nodes 120 and 150 Maoimum Velocity Under Ground 10.60 between nodes 5 and 9 Volume capacity of Wet Pipes 34803.67ga1 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) 1000 Water Supply 141.000 108.000 8000.00 137.589 1 2345.87 117.104 20.485 Contractor Conhactor Number WFP INC. Contact Name ContactTi/Je DESIGN MANAGER Name of Contractor: WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 Extension Address t 13630 DANIELSON ST. FAX 858.513.1322 Address 2 POWAY, CA. 92064 Email Address 3 Web-Site I I I I I I I I 1 I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C 0.nes,4 Imm,in+i,sn AD HI 111 IHydrauIic Graph I 11/28/2017 9:56:48PM Page 3 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 Water Supply at Node 1000 150— Static Pressure 141.000 135— 120— 23487@ 117.104 00108.000 105— - 90 CL 75— System demand curve 60 45 :iii 15— - ••1I1l_Il_L••1.I.I.I.I.I.I..t 111111111 IllIllIll 111111111 I 1111111 I I III I I I I I I I I I I I I I I I I I I I I I I I I 0— 93100 4 6200 7750 9300 ioo 12400 13950 15500 Water flow, gpm Hydraulic Graph Water Supply at Node 1000 Stayc: Pressure 141.000 Res:duel: Pressure Test Conducted By Test PsIttessed By 108.000 © 8000.00 CARLSBAD FIRE DEPARTMEN JENNIFER R. MAEL P.E. Available Pressure at Time of Test Date 01 Test 137.589 © 2345.87 03.01.17 System Demand Hydrant Numbers Location 117.104 @ 2345.87 H61670 WHIPTAIL LOOP BETWEEN CAZE System Demand )Inehd1g Hose dleeance at Souse) 117.104 © 2345.87 I I I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Rnnrt flsrintinn ARPA1 111 ISummary Of Outfiowing Devices I 11/28/2017 9:56:49PM Page 4 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1001 195.61 195.20 25.2 60.251 Sprinkler 1002 195.21 195.20 25.2 60.005 Sprinkler 1003 195.21 195.20 25.2 60.008 Sprinkler 1004 195.83 195.20 25.2 60.387 Sprinkler 1005 195.60 195.20 25.2 60.247 c> Sprinkler 1006 195.20 195.20 25.2 60.000 Sprinkler 1007 195.20 195.20 25.2 60.004 Sprinkler 1008 195.82 195.20 25.2 60.381 Sprinkler 1009 195.70 195.20 25.2 60.308 Sprinkler 1010 195.29 195.20 25.2 60.059 Sprinkler 1011 195.30 195.20 25.2 60.063 Sprinkler 1012 195.91 195.20 25.2 60.438 c Most Demanding Sprinkler Data I I 1 I U I I I I I I I 11 I I I I I I INode Analysis Job Number: 17-0902 - PVCC - BLDG-C Rnnrt flsrrintinn ARPA1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1000 2-0 S 117.104 2345.87 1001 35-3% Spr(-60.251) 60.251 195.61 1002 3531/2 Spr(-60.005) 60.005 195.21 1003 3531/2 Spr(-60.008) 60.008 195.21 1004 35-3% Spr(-60.387) 60.387 195.83 1005 35-5 Spr(760.247) 60.247 195.60 1006 35-5 Spr(-60.000) 60.000 195.20 1007 35-5 Spr(-60.004) 60.004 195.20 1008 35-5 Spr(-60.381) 60.381 195.82 1009 35-6 Spr(-60.308) 60.308 195.70 1010 35-6 Spr(-60.059) 60.059 195.29 1011 35-6 Spr(-60.063) 60.063 195.30 1012 35-6 Spr(-60.438) 60.438 195.91 1 4-0 C(69-7%) 119.256 2 -3-0 T(58-6%) 118.895 3 4-0 E(37'-l) 118.469 4 4-0 E(25'-9) 110.296 5 -3-0 T(5861,4) 105.459 6 4-0 E(25-9) 111.130 7 4-0 E(37A) 118.960 8 4-0 T(58-61,4) 119.079 9 4-0 104.360 10 0-9 102.333 20 32-8 E(26-71/z) 85.737 30 32-8 fE(15'-3) 81.494 31 34-5 fT(38'-9) 79.505 100 34-4% P0(21-l1) 79.515 101 34-6 P0(21-l1) 77.924 102 34-8 P0(21-l1) 77.535 103 34-9% P0(21-11) 77.169 104 34-11% P0(21-l1) 76.824 105 3511/2 P0(21-11) 76.497 106 35-3% P0(21-l1) 76.186 107 35-5 P0(21-11) 75.890 108 35-7 P0(21-11) 75.606 109 35-9 P0(21-11) 75.334 110 35-9 P0(21-11) 75.140 111 35-7 P0(21-11) 75.022 112 35-51/2 P0(21-11) 74.914 113 35-31/2 P0(21-11) 74.814 114 35-1% P0(21-l1) 74.724 115 35-0 P0(21-l1) 74.644 116 34-10 P0(21-l1) 74.573 117 34-8 P0(21-i1) 74.514 118 34-61/2 P0(21-11) 74.466 119 34-4% P0(21-11) 74.478 120 34-21/2 P0(21-11) 74.529 130 35-51/2 fT(19-0) 78.780 131 35-61/2 fT(19-0) 77.282 132 35-7% fT(19'-O) 76.952 133 35-8% fT(19'-O) 76.643 134 36-11/2 fT(19-0) 76.206 135 36-3% fT(19-0) 75.900 136 36-6 fT(19-0) 75.578 137 36-41/2 ft(19-0) 75.412 138 36-7 fT(19-0) 75.111 139 36-91/2 fT(19'-O) 74.820 140 36-91/2 fT(19'-O) 74.631 141 36-7 fT(19-0) 74.542 142 36-4% fT(19-0) 74.460 143 36-6 FT(19-0) 74.242 144 36-3% fT(19-0) 74.173 1, © M.E.P.CAD, Inc. AutoSPRINKS 12 02.0.61.0 11/28/2017 9:56:51PM Page 5 I I I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Rnrrt flprrintinn RI1 fil ~jjl jNode Analysis I 11/28/2017 9:56:51PM Page 6 ,© M.E.PLAID, Inc. 441JAutoSPRINKO 12 02.0.61.0 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 145 3611/2 fT(19'-O) 74.086 146 36-0 fT(19-0) 73.979 147 35-7 fT(19-0) 74.023 148 35-6 fT(19-0) 71.155 149 35-5 fT(19'-O) 71.128 150 35-31% fT(19'-O) 71.145 200 34-5 P0(21-i1) 75.888 201 34-6 P0(21-11) 75.831 202 34-8 P0(21-11) 75.750 203 34-10 P0(21-11) 75.656 204 34-11% P0(21-11) 75.547 205 35-1% P0(21-11) 75.421 206 35-31/. P0(21-i1) 75.277 207 3551/2 P0(21-l1) 75.116 208 35-7 P0(21-11) 74.938 209 35-9 P0(21-l1) 74.742 210 35-9 P0(21-l1) 74.595 211 35-7 P0(21-11) 74.497 212 35-5% P0(21-l1) 74.380 213 35-3% P0(21-11) 74.244 214 35-1% P0(21-11) 74.088 215 35-0 P0(21-11) 73.908 216 34-10 P0(21-11) 73.702 217 34-8 P0(21-11) 73.467 218 34-6% P0(21-i1) 73.196 219 34-4% P0(21-il) 73.103 220 34-2% P0(21-11) 73.126 230 35-5% fT(19'-O) 75.688 231 35-6% fT(19'-O) 75.578 232 35-71/. fT(19-0) 75.499 233 35-81/2 fT(19-0) 75.410 234 36-1% fT(19-0) 75.168 235 36-3% fT(19-0) 75.025 236 36-6 fT(19-0) 74.839 237 36-4% fT(19-0) 74.781 238 36-7 fT(19-0) 74.566 239 36-9% fT(19-0) 74.336 240 36-9% fT(19-0) 74.185 241 36-7 fT(19-0) 74.112 242 36-4% fT(19-0) 74.024 243 36-6 fT(19'-O) 73.776 244 36-3% fT(19'-O) 73.653 245 36-1% fT(19-0) 73.485 246 36-0 fT(19'-O) 73.267 247 35-7 fT(19-0) 73.166 248 35-6 fT(19-0) 70.297 249 35-5 fT(19-0) 70.186 250 353% fT(19'-O) 70.181 I I I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Reoort DescriDtion: AREA #1 ~jjljHydraulic Analysis I 11/28/2017 9:56:53PM Page 7 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ... .. Route l ..... BL 3.3160 16.89 0.63 120 0.000350 10-0 Pf 0.004 1006 1007 35-5 35-5 195.20 25.2 60.000 60.004 Sprinkler 10-0 Pe Pv BL 3.3160 212.09 7.88 120 0.037787 10-0 Pf 0.378 1007 1008 35-5 35-5 195.20 25.2 60.004 60.381 Sprinkler 10-0 Pe Pv BL 3.3160 407.91 15.15 120 0.126709 65-10 Pt 10.747 1008 149 35-5 35-5 195.82 25.2 60.381 71.128 Sprinkler, fT(19'-a) 19-0 84-10 Pe Pv RN 3.3160 407.91 15.15 120 0.126709 101/2 Pf 2.905 149 119 35-5 34'4,4 71.128 74.478 PO(2111) 21-11 22-11 Pe 0.444 Pv FM 8.2490 816.05 4.90 120 0.005401 10-0 Pt 0.054 119 118 34-4% 34-6% 408.14 74.478 74.466 Flow (q) from Route 3 10-0 Pe -0.066 Pv FM 8.2490 1223.36 7.34 120 0.011422 10-0 Pt 0.114 118 117 34'-61/2 34-8 407.30 74.466 74.514 Flow (q) from Route 5 10-0 Pe -0.066 Pv FM 8.2490 1287.72 7.73 120 0.012559 10-0 Pt 0.126 117 116 34-8 34-10 64.37 74.514 74.573 Flow (q) from Route 2 10-0 Pe -0.066 Pv FM 8.2490 1345.92 8.08 120 0.013629 10-0 N 0.136 116 115 34-10 35-0 58.20 74.573 74.644 Flow (q) from Route 10 10-0 Pe -0.066 Pv FM 8.2490 1399.05 8.40 120 0.014641 10-0 Pt 0.146 115 114 35-0 351h/2 53.13 74.644 74.724 Flow (q) from Route 11 10-0 Pe -0.066 Pv FM 8.2490 1448.18 8.69 120 0.015606 10-0 N 0.156 114 113 3511/z 3531/2 49.12 74.724 74.814 Flow (q) from Route 12 10-0 Pe -0.066 Pv FM 8.2490 1494.44 8.97 120 0.016541 10-0 N 0.165 113 112 35-3% 35'-5V2 46.27 74.814 74.914 Flow (q) from Route 9 10-0 Pe -0.066 Pv FM 8.2490 1539.14 9.24 120 0.017468 10-0 Pf 0.175 112 111 35-5% 35-7 44.69 74.914 75.022 Flow (q) from Route 13 10-0 Pe -0.066 Pv FM 8.2490 1583.45 9.51 120 0.018410 10-0 Pt 0.184 111 110 35-7 35-9 44.32 75.022 75.140 Flow (q) from Route 18 10-0 Pe -0.066 Pv FM 8.2490 1628.64 9.78 120 0.019394 9-11% Pt 0.193 110 109 35-9 35-9 45.19 75.140 75.334 Flow (q) from Route 19 9-11% Pe 0.001 Pv FM 8.2490 1675.89 10.06 120 0.020447 10,-0 N 0.205 109 108 35-9 35-7 47.25 75.334 75.606 Flow (q) from Route 20 10-0 Pe 0.068 Pv FM 8.2490 1726.30 10.36 120 0.021600 10-0 Pt 0.216 108 107 35-7 35-5 50.41 75.606 75.890 Flow (q) from Route 21 10-0 Pe 0.068 Pv FM 8.2490 1780.83 10.69 120 0.022879 10-0 Pt 0.229 107 106 35-5 35-3% 54.53 75.890 76.186 Flow (q) from Route 22 10-0 Pe 0.068 Pv FM 8.2490 1840.24 11.05 120 0.024311 10-0 Pt 0.243 106 105 35-3% 35-1% 59.41 76.186 76.497 Flow (q) from Route 15 10,-0 Pe 0.068 Pv FM 8.2490 1905.33 11.44 120 0.025925 10-0 Pf 0.259 105 104 35-1% 34-11% 65.09 76.497 76.824 Flow (q) from Route 17 10-0 Pe 0.068 Pv FM 8.2490 1976.72 11.87 120 0.027751 10-0 N 0.278 104 103 34-111/2 34-9% 71.39 76.824 77.169 Flow (q) from Route 16 10,-0 Pe 0.068 Pv FM 8.2490 2055.04 12.34 120 0.029819 10,-0 N 0.298 103 102 34-9% 34-8 78.32 77.169 77.535 Flow (q) from Route 23 10,-0 Pe 0.068 Pv FM 8.2490 2140.66 12.85 120 0.032158 10,-0 N 0.322 102 101 34'-8 34-6 85.62 77.535 77.924 Flow (q) from Route 24 10,-0 Pe 0.068 Pv FM 8.2490 2233.96 13.41 120 0.034799 5-7 Pt 1.544 101 31 34'-6 34-5 93.30 77.924 79.505 Flow (q) from Route 25 fT(38'-9) 38'-9 444% Pe 0.038 Pv FM 8.2490 2345.87 14.08 120 0.038093 1-9 Pt 1.230 31 30 34-5 32-8 111.91 79.505 81.494 Flow (q) from Route 26 2fE(15'-3) 30-6% 32-3% Pe 0.759 Pv I I I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Rnnrt flsr.rintinn AREA1 IN IHydrau1ic Analysis I 11/28/2017 9:56:53PM Page 8 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary FM 10.4200 2345.87 8.83 120 0.012210 320-11 Pt 4.243 30 20 32-8 32-8 81.494 85.737 E(26-71/2) 26-7% 347-6% Pe -0.000 Pv FR 10.4200 2345.87 8.83 120 0.012210 56-10 Pf 2.762 20 10 32-8 0-9 85.737 102.333 f(-0.000), CV(66'-61/2), BV(23'-O), 3E(26'-7%) 169-5 226-2% Pe 13.833 Pv UG 10.5200 2345.87 8.66 140 0.008763 8-9 Pf 0.402 10 9 0-9 -3-0 102.333 104.360 E(37'-l) 37-1 45-10 Pe 1.626 Pv UG 9.5100 2345.87 10.60 150 0.012609 28-7 Pf 1.098 9 5 4-0 4-0 104.360 105.459 T(58'-61/.) 58-6% 87-1% Pe Pv UG 9.5100 1541.52 6.96 150 0.005799 620-0 Pf 4.838 5 4 4-0 40 105.459 110.296 3T(58'-6%), EE(12'-lO%), E(25'-9) 214-3 834-3 Pe Pv UG 10.5200 1541.52 5.69 140 0.004030 10,-0 N 8.172 4 3 4-0 4-0 110.296 118.469 3E(37'-l), BFP(-7.684) 111-3% 121-3% Pe Pv UG 9.5100 1541.52 6.96 150 0.005799 15-0 N 0.426 3 2 -3-0 4-0 118.469 118.895 1(58-6%) 58-6% 73-6% Pe Pv UG 11.3100 1541.52 4.92 150 0.002493 68-0 N 0.360 2 1 4-0 4-0 118.895 119.256 GV(6'-111/2), C(69'-7%) 76-7 144-7 Pe Pv UG 11.3100 2345.87 7.49 150 0.005421 3-0 N 0.016 1 1000 4-0 2-0 804.36 119.256 117.104 Flow (q) from Route 7 Water Supply 3-0 Pe -2.168 Pv 0.00 Hose Allowance At Source 1000 2345.87 -.Route2 ..... BL 3.3160 178.31 6.62 120 0.027411 9-0 N 0.247 1006 1005 35-5 35-5 195.20 25.2 60.000 60.247 Sprinkler 9,-0 Pe Pv BL 3.3160 373.91 13.89 120 0.107864 73'-2 N 9.940 1005 249 35-5 35-5 195.60 25.2 60.247 70.186 Sprinkler, fT(19'-O) 19-0 92'-2 Pe Pv RN 3.3160 373.91 13.89 120 0.107864 1-01/2 N 2.473 249 219 35-5 34-4% 70.186 73.103 P0(21-11) 21-11 22-11 Pe 0.444 Pv CM 6.3950 747.62 7.47 120 0.015868 10,-0 Pf 0.159 219 218 34-41/2 34-61/2 373.71 73.103 73.196 Flow (q) from Route 4 10,-0 Pe -0.066 Pv CM 6.3950 1122.52 11.21 120 0.033656 10-0 N 0.337 218 217 34-6% 34'-8 374.90 73.196 73.467 Flow (q) from Route 6 10,-0 Pe -0.066 Pv RN 3.3160 64.37 2.39 120 0.004162 0-11 N 0.095-- 217 247 34-8 35-7 73.467 73.166 P0(21-11) 21-11 22-10 Pe -0.396 Pv BL 3.3160 64.37 2.39 120 0.004162 168-0 N 0.857 247 147 35-7 35-7 73.166 74.023 fT(19'-a) fT(19'-0) 37-111/2 205-11% Pe Pv RN 3.3160 64.37 2.39 120 0.004162 0-11 N 0.095 147 117 35-7 34-8 74.023 74.514 P0(21-11) 21-11 22-10 Pe 0.396 Pv =......Route3 ..... BL 3.3160 17.10 0.64 120 0.000359 10,-0 N 0.004 1002 1003 35-3% 35-3% 195.21 25.2 60.005 60.008 Sprinkler 10,-0 Pe Pv BL 3.3160 212.32 7.89 120 0.037860 10,-0 Pf 0.379 1003 1004 35-3% 35-3% 195.21 25.2 60.008 60.387 Sprinkler 10-0 Pe Pv BL 3.3160 408.14 15.16 120 0.126842 65-10 Pf 10.758 1004 150 35-3% 35-3% 195.83 25.2 60.387 71.145 Sprinkler, fT(19'-a) 19,-0 84-10 Pe Pv RN 3.3160 408.14 15.16 120 0.126842 1,-1 Pt 2.915 150 120 35-3% 34-2% 71.145 74.529 P0(21-11) 21-11 23-0 Pe 0.468 Pv FM 8.2490 408.14 2.45 120 0.001499 10,-0 Pt 0.015 120 119 34-2% 34-41/2 74.529 74.478 10-0 Pe -0.066 1 Pv I LI I I I I I I 1 I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Renort Deerintion AREA1 111 IHydrau1ic Analysis I 11/28/2017 9:56:53PM - Page , © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary -Route 4 ..... BL 3.3160 178.10 6.62 120 0.027352 9-0 Pf 0.246 1002 1001 35-3% 35-3% 195.21 25.2 60.005 60.251 Sprinkler 9-0 Pe Pv BL 3.3160 373.71 13.88 120 0.107757 73-2 N 9.930 1001 250 35-3% 35-3% 195.61 25.2 60.251 70.181 Sprinkler, fT(19'-O) 19-0 92-2 Pe Pv RN 3.3160 373.71 13.88 120 0.107757 1,-1 N 2.477 250 220 35-3% 34-2% 70.181 73.126 P0(21-11) 21-11 23-0 Pe Pv 0.468 CM 6.3950 373.71 3.73 120 0.004399 10,-0 N 0.044 220 219 34-2% 34-4% 73.126 73.103 10-0 Pe Pv -0.066 =. ..... Route 5 ..... BL 3.3160 16.09 0.60 120 0.000320 10-0 Pt 0.003 1010 1011 35-6 35-6 195.29 25.2 60.059 60.063 Sprinkler 10,-0 Pe Pv BL 3.3160 211.39 7.85 120 0.037556 10,-0 N 0.376 1011 1012 36-6 35-6 195.30 25.2 60.063 60.438 Sprinkler 10,-0 Pe Pv BL 3.3160 407.30 15.13 120 0.126359 65-10 N 10.717 1012 148 35-6 35-6 195.91 25.2 60.438 71.155 Sprinkler, tT(19'-a) 19,-0 84-10 Pe Pv RN 3.3160 407.30 15.13 120 0.126359 0-11% N 2.890 148 118 35-6 34-6% 71.155 74.466 P0(21-11) 21-11 22-10% Pe Pv 0.420 =. ..... Route 6 ..... BL 3.3160 179.20 6.66 120 0.027666 9-0 Pt 0.249 1010 1009 35-6 35-6 195.29 25.2 60.059 60.308 Sprinkler 9-0 Pe Pv BL 3.3160 374.90 13.93 120 0.108395 73'-2 N 9.988 1009 248 35-6 35-6 195.70 25.2 60.308 70.297 Sprinkler, fT(19'-a) 19,-0 92-2 Pe Pv RN 3.3160 374.90 13.93 120 0.108395 0-11% N 2.479 248 218 35-6 34-6% 70.297 73.196 P0(21-11) 21-11 22-101/2 Pe Pv 0.420 =. ..... Route 7 ..... UG 10.5200 804.36 2.97 140 0.001210 10,-0 N 7.830 6 7 4-0 4-0 111.130 118.960 3E(37-1), BFP(-7.683) 111-3% 121-31/2 Pe Pv UG 9.5100 804.36 3.63 150 0.001741 10,-0 Pt 0.119 7 8 -3-0 4-0 118.960 119.079 T(58'-6%) 58-6% 68-6% Pe Pv UG 11.3100 804.36 2.57 150 0.000748 90-0 Pt 0.177 8 1 4-0 -3-0 119.079 119.256 GV(6'-ll%), T(69'-7%), C(69'-7%) 146-3 236'-3 Pe Pv -.....Route 8 ..... UG 9.5100 804.36 3.63 150 0.001741 2935-0 Pt 5.671 5 6 -3-0 4-0 105.459 111.130 T(58'-61/2) 12EE(12'-la%), T(58'-6%), 2E(25'-9) 323-2 3258-2 Pe Pv =...... Route 9 ..... RN 3.3160 46.27 1.72 120 0.002259 1-2% Pf 0.052 143 113 36-6 35-3% 46.27 74.242 74.814 Flow (q) from Route 14 P0(21-11) 21-11 23-1 Pe Pv 0.520 =. ..... Route 10 ..... CM 6.3950 1058.15 10.57 120 0.030173 10,-0 N 0.302 217 216 34-8 34-10 73.467 73.702 10,-0 Pe Pv -0.066 RN 3.3160 58.20 2.16 120 0.003454 1-21/2 Pt 0.080 216 246 34-10 36'-0 73.702 73.267 P0(21-11) 21-11 23-1 Pe Pv -0.515 BL 3.3160 58.20 2.16 120 0.003454 168-0 N 0.711 246 146 36-0 36-0 73.267 73.979 fT(19'-a) fT(19'-a) 37-111/2 205-11% Pe Pv RN 3.3160 58.20 2.16 120 0.003454 1-2% Pt 0.080 146 116 36-0 34-10 73.979 74.573 P0(21-11) 21-11 23-1 Pe Pv 0.515 Route 11 ..... CM 6.3950 999.95 9.99 120 0.027175 10-0 Pt 0.272 216 215 34-10 35'- 73.702 73.908 10,-a Pe Pv -0.066 I I I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Rnnrt Dsr.rintinn APFA1 IHydrau1ic Analysis I 11/28/2017 9:56:53PM Page 10 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 3.3160 53.13 1.97 120 0.002918 1-1% Pf 0.067 215 245 35-0 36-1% 73.908 73.485 P0(21-11) 21-11 23-0% Pe -0.491 Pv BL 3.3160 53.13 1.97 120 0.002918 168-0 Pf 0.601 245 145 36-1% 36-1% 73.485 74.086 fT(19'-O) fT(19'-O) 37-111/2 205-111/2 Pe Pv RN 3.3160 53.13 1.97 120 0.002918 1-11/2 Pf 0.067 145 115 36-1% 35-0 74.086 74.644 P0(21-l1) 21-11 23-0% Pe 0.491 Pv =. ..... Route 12 ..... CM 6.3950 946.82 9.46 120 0.024564 10-0 Pf 0.246 215 214 35-0 35-1% 73.908 74.088 10-0 Pe -0.066 Pv RN 3.3160 49.12 1.82 120 0.002524 1-11/2 Pf 0.058 214 244 35-1% 36-3% 74.088 73.653 P0(21-l1) 21-11 2301/2 Pe -0.493 Pv BL 3.3160 49.12 1.82 120 0.002524 168-0 Pf 0.526- 244 144 36-3% 36-3% 73.653 74.173 tT(19'-O) tT(19-0) 37-11% 205-11% Pe Pv RN 3.3160 49.12 1.82 120 0.002524 1-1% Pf 0.058 144 114 36-31/2 35-1% 74.173 74.724 P0(21-11) 21-11 23-0% Pe 0.493 1 Pv Route 13 ..... CM 6.3950 897.70 8.97 120 0.022259 10-0 Pf 0.22T- 214 213 35-1% 35-3% 74.088 74.244 10-0 Pe -0.066 Pv CM 6.3950 851.43 8.50 120 0.020183 10-0 Pf 0.202 213 212 35-3% 35-5% 74.244 74.380 10-0 Pe -0.066 Pv RN 3.3160 44.69 1.66 120 0.002119 0-11 Pf 0.048 212 242 35-5% 36-4% 74.380 74.024 P0(21-11) 21-11 22-10 Pe -0.405 Pv BL 3.3160 44.69 1.66 120 0.002119 168-0 Pf 0.437 242 142 36-4% 36-4% 74.024 74.460 fT(19'-0) fT(19-0) 37-111/2 205-111/2 Pe -0.000 1 Pv RN 3.3160 44.69 1.66 120 0.002119 0-11 Pt 0.048 142 112 36-4% 35-5% 74.460 74.914 P0(21-11) 21-11 22-10 Pe 0.405 Pv Route 14 ..... RN 3.3160 46.27 1.72 120 0.002259 121/2 Pt 0.052 213 243 35-3% 36-6 74.244 73.776 P0(21-11) 21-11 23-1 Pe -0.520 Pv BL 3.3160 46.27 1.72 120 0.002259 168-0 Pt 0.465 243 143 36-6 36-6 73.776 74.242 tT(19'-O) fT(19'-O) 37-11% 205-111/2 Pe Pv 4i& ..... Route 15 ..... RN 3.3160 59.41 2.21 120 0.003588 1-2% Pt 0.083 136 106 36-6 35-3% 59.41 75.578 76.186 Flow (q) from Route 29 P0(21-il) 21-11 23-1% Pe 0.525 Pv Route 16 ..... RN 3.3160 71.39 2.65 120 0.005041 1-2 Pt 0.116 134 104 36-1% 34-11%34-11%76.824 71.39 76.206 Flow (q) from Route 31 P0(21-11) 21-11 23-0% Pe 0.502 Pv -Route 17 ..... RN 3.3160 65.09 2.42 120 0.004249 1-2 Pt 0.098 135 105 36-3% 35-1% 65.09 75.900 76.497 Flow (q) from Route 30 P0(21-11) 21-11 23-0% Pe 0.499 Pv =. ..... Route 18 ..... RN 3.3160 44.32 1.65 120 0.002087 1,-0 Pt 0.048 141 111 36-7 367 44.32 74.542 75.022 Flow (q) from Route 27 PO(21'11) 21-11 22-11 Pe 0.432 Pv =. ..... Route 19 ..... RN 3.3160 45.19 1.68 120 0.002163 1-01/2 Pt 0.050 140 110 36-9% 35-9 45.19 74.631 75.140 Flow (q) from Route 28 P0(21-11) 21-11 22-11% Pe 0.460 Pv Route 20 ..... RN 3.3160 47.25 1.76 120 0.002349 1-01/2 Pt 0.054 139 109 36-9% 35-9 47.25 74.820 75.334 Flow (q) from Route 34 P0(21-11) 21-11 22-11% Pe 0.460 Pv =. ..... Route 21 ..... RN 3.3160 50.41 1.87 120 0.002648 1-0 Pt 0.061 138 108 36-7 35-7 50.41 75.111 75.606 Flow (q) from Route 35 P0(21-11) 21-11 22-11 Pe 0.434 Pv I I I I I I I I [1 1 I I I I I 1 I I I ~11111-lydraulic Analysis Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #1 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 22 ..... RN 3.3160 54.53 2.03 120 0.003062 0111,4 Pf 0.070 137 107 36-4% 35-5 54.53 75.412 75.890 Flow (q) from Route 36 P0(21-11) 21-11 22-10 Pe 0.408 Pv =. ..... Route 23 ..... RN 3.3160 78.32 2.91 120 0.005984 0-11 0.136 133 103 3581/2 34-9% 78.32 76.643 77.169 Flow (q) from Route 32 P0(21-l1) 21-11 22-9% ~Pf Pe 0.390 Pv =. ..... Route 24 ..... RN 3.3160 85.62 3.18 120 0.007055 0.161 132 102 35-7% 34-8 85.62 76.952 77.535 Flow (q) from Route 33 P0(21-il) 2 70% 0.421 =. ..... Route 25 ..... RN 3.3160 93.30 3.47 120 0.008270 1-0% Pf 0.190 131 101 35-6% 34-6 93.30 77.282 77.924 Flow (q) from Route 37 P0(21-11) 21-11 2211h/2 Pe 0.452 Pv =. ..... Route 26 ..... RN 3.3160 111.91 4.16 120 0.011580 1,-1 Pf 0.266 130 100 35-51/2 34-41/2 111.91 78.780 79.515 Flow (q) from Route 38 P0(21-11) 21-11 23-0 Pe 0.470 Pv FM 8.2490 111.91 0.67 120 0.000137 4-5 Pf 0.006 100 31 34-41/2 34-5 79.515 79.505 fT(38'-9) 1 38'-9 43'-2 jPv Pe -0.016 =. ..... Route 27 ..... CM 6.3950 806.74 8.06 120 0.018267 10,-0 Pt 0.183 212 211 35-5% 35-7 74.380 74.497 10-0 Pe -0.066 Pv RN 3.3160 44.32 1.65 120 0.002087 1,-0 Pf 0.048 211 241 35-7 36-7 74.497 74.112 P0(21-11) 21-11 22-11 Pe -0.432 Pv BL 3.3160 44.32 1.65 120 0.002087 1 168-0 Pf 0.430 241 141 36'-7 36-7 74.112 74.542 fT(19'-0) fT(19'-0) 37-111/2 205-11% Pe Pv -Route 28 ..... CM 6.3950 762.42 7.62 120 0.016454 10,-0 Pf 0.165 211 210 35-7 35-9 74.497 74.595 10,-0 Pe -0.066 Pv RN 3.3160 45.19 1.68 120 0.002163 101/2 Pf 0.050 210 240 35-9 36-9% 74.595 74.185 P0(21-11) 21-11 22-11% Pe -0.460 Pv BL 3.3160 45.19 1.68 120 0.002163 168-0 Pf 0.4Z-- 240 140 36-9% 36-9% 74.185 74.631 fT(19-0) fT(19'-O) 37-11% 205-111/2 Pe Pv Route 29 ..... CM 6.3950 717.23 7.16 120 0.014695 9-11% Pf 0.146 210 209 35-9 35-9 74.595 74.742 9-111/, Pe 0.000 Pv CM 6.3950 669.98 6.69 120 0.012955 10,-0 Pf 0.130 209 208 35-9 35-7 74.742 74.938 10,-0 Pe 0.066 Pv CM 6.3950 619.57 6.19 120 0.011209 10-0 Pf 0.112 208 207 35-7 35-5% 74.938 75.116 10-0 Pe 0.066 Pv CM 6.3950 565.04 5.64 120 0.009453 10-0 Pf 0.095 207 206 35-5% 35-3% 75.116 75.277 10-0 Pe 0.066 Pv RN 3.3160 59.41 2.21 120 0.003588 1-2% Pf 0.083 206 236 35-3% 36-6 75.277 74.839 P0(21-11) 21-11 23-1% Pe -0.521 Pv BL 3.3160 59.41 2.21 120 0.003588 168-0 Pt 0.739 236 136 36-6 36-6 74.839 75.578 tT(19'-O) fT(19'-0) 37-111/2 205-11% Pe Pv Route 30 ..... CM 6.3950 505.64 5.05 120 0.007697 10,-0 Pt 0.077 206 205 35-3% 35-1% 75.277 75.421 10-0 Pe 0.066 Pv RN 3.3160 65.09 2.42 120 0.004249 1-1% Pf 0.098 205 235 35-1% 36-3% 75.421 75.025 P0(21-11) 21-11 23-0% Pe -0.494 Pv BL 3.3160 65.09 2.42 120 0.004249 168-0 Pt 0.875 235 135 3631/z 36-3% 75.025 75.900 fT(19-0) fT(19'-O) 37-111/2 205-11% Pe Pv Route 31 ..... &© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 11/28/2017 9:56:53PM Page 11 I I I I I I I U I I I I 1 I I I I I II IHydraulic Analysis Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3950 440.54 4.40 120 0.005965 10-0 Pf 0.060 205 204 35-1 1/2 34-11 V2 75.421 75.547 10-0 Pe 0.066 Pv RN 3.3160 71.39 2.65 120 0.005041 111/2 Pf 0.116 204 234 34-11% 36-1% 75.547 75.168 P0(21-11) 21-11 2301/2 Pe -0.495 Pv BL 3.3160 71.39 2.65 120 0.005041 168-0 Pf 1.038 234 134 36-1% 36-1% 75.168 76.206 fT(19'-O) fT(19'-O) 37-11% 205-11% Pe Pv Route 32 ..... CM 6.3950 369.15 3.69 120 0.004301 10-0 Pt 0.043 204 203 34-11% 34-10 75.547 75.656 10-0 Pe 0.066 Pv RN 3.3160 78.32 2.91 120 0.005984 0-10% Pf 0.136 203 233 34-10 35-8% 75.656 75.410 P0(21-11) 21-11 22-9% Pe -0.382 Pv BL 3.3160 78.32 2.91 120 0.005984 168-0 Pf 1.232 233 133 35-81/2 35-81/2 75.410 76.643 fT(19'-O) fT(19'-O) 37-111/2 1 205-11% Pe 1 Pv =...... Route 33 ..... CM 6.3950 290.83 2.91 120 0.002767 10-0 Pf 0.028 203 202 34-10 34-8 75.656 75.750 10-0 Pe 0.066 Pv RN 3.3160 85.62 3.18 120 0.007055 0-11% Pf 0.161 202 232 34-8 35-7% 75.750 75.499 P0(21-11) 21-11 22-10 Pe -0.412 1 Pv BL 3.3160 85.62 3.18 120 0.007055 168-0 Pf 1.453 232 132 35-7% 35-7% 75.499 76.952 tT(19'-a) fT(19'-O) 37-111/2 205-111/2 Pe Pv =. ..... Route 34 ..... RN 3.3160 47.25 1.76 120 0.002349 1-01/2 Pt 0.054 209 239 35-9 36-9% 74.742 74.336 P0(21-11) 21-11 22-11% Pe -0.460 Pv BL 3.3160 47.25 1.76 120 0.002349 168-0 Pf 0.484 239 139 36-9% 36-9% 74.336 74.820 fT(19-0) fT(19-0) 37-111/2 205-111/2 Pe Pv =. ..... Route 35 ..... RN 3.3160 50.41 1.87 120 0.002648 1-0 Pf 0.061 208 238 35-7 36-7 74.938 74.566 P0(21-11) 21-11 22-11 Pe -0.433 Pv BL 3.3160 50.41 1.87 120 0.002648 168-0 Pf 0.545 238 138 36'-7 36-7 74.566 75.111 fT(19'-O) fT(19'-O) 37-11% 205-11% Pe Pv Route 36 ..... RN 3.3160 54.53 2.03 120 0.003062 0-11 Pt 0.070 207 237 35-51/2 36-41/2 75.116 74.781 P0(21-11) 21-11 22-10 Pe -0.405 Pv BL 3.3160 54.53 2.03 120 0.003062 168-0 Pf 0.631 237 137 36-4% 36-41/2 74.781 75.412 fT(19'-O) fT(19-0) 37-11% 205-11% Pe Pv -. ..... Route 37 ..... CM 6.3950 205.21 2.05 120 0.001451 10,-0 Pf 0.015 202 201 34'-8 34-6 75.750 75.831 10,-0 Pe 0.066 Pv RN 3.3160 93.30 3.47 120 0.008270 1-0 Pt 0.190 201 231 34-6 35'-6% 75.831 75.578 P0(21-11) 21-11 22-11 Pe -0.442 Pv BL 3.3160 93.30 3.47 120 0.008270 168-0 Pf 1.703 231 131 35-6% 35-6% 75.578 77.282 fT(19'-a) fT(19'-O) 37-111/2 205-111/2 Pe Pv =. ..... Route 38 ..... CM 6.3950 111.91 1.12 120 0.000473 8-0 Pt 0.004 201 200 34-6 34-5 75.831 75.888 8-0 Pe 0.053 Pv RN 3.3160 111.91 4.16 120 0.011580 1,-1 N 0.266 200 230 34-5 355h/z 75.888 75.688 P0(21-11) 21-11 22-11% Pe -0.466 Pv BL 3.3160 111.91 4.16 120 0.011580 170-0 N 3.084 230 130 35-5% 35-5% 75.688 78.780 fT(19'-a) 2fE(7'-31/2), 2P0(21'-11), fT(19-0) 96-4% 266-4% Pe 0.007 Pv ,© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/28/2017 9:56:53PM Page 12 I I I I 1 I I I I I I I Ii I I I I I 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 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 ~jjljHydraulic Analysis lent Pipe Lengths of Valves and Fittings (C=120 only) • I Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter ) = Factor Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #1 Friction Loss Length Pressure n Fittings Eq. Length Summar Total Length 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 BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve F 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22V2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,© M.E.P.CAD, Inc. jAutoSPRlNK® 12 02.0.61.0 11/28/2017 9:56:53PM Page 13 Jill IF1ow Diagram (Top View) Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #1 UP Dn DB On O n ____ O n O n O n O n On On Dn. Up On. On. Dn ITT7TTTT ._. f,.© M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 11/28/2017 9:57:00PM Page 14 P I I I I [1 I I I 1 I I I 1 ri 1 I I LII In, I I I I I I I I I I I I I I I 1 I I . © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 11/28/2017 9:57:06PM Page 15 Job Number: 17-0902 - PVCC - BLDG-C Rrnnrt flprirrtirenAPPAID 111 IHydrau1ic Overview I Job Job Number Design Engineer 17-0902 R. HOEKSTRA Job Name Phone FAX PACIFIC VISTA COMMERCE CENTER 916.202.1504 Address I State CerdfioadonlLicense Number 2770 WHIPTAIL LOOP W. C-16 588039 Address 2 AHJ CARLSBAD, CA 92008 CARLSBAD FIRE DISTRICT Address 3 Job Site/Building BUILDING C BUILDING C System Density Area otApploeton 0.200gpm/ft2 2500.00ft2 (Actual 2509.14ft2) Most Demanding Sprinkler Data Hose Streams 8 K-Factor 23.00 at 8.266 250.00 Coverage Per Spttnklar Number Of Sprinklers Calculated 115.00ft2 23 System Pressure Demand System Flow Demand 86.447 601.53 Total Demand 851.53 @ 86.447 Pressure Result +54.030 (38.5%) Supplies Check Point Gauges Node Name FIow(pom) Hose Flow(aom) Static(csit Residual(osi) Identifier Pressure(osi) K-Factor(K) Flow(aom) 1000 Water Supply 8000.00 250.00 141.000 108.000 BLDG-C_PVCC-FP8_MEZZ Water Supply at Node 1000 (8000.00, 0.00, 141.000, 108.000) 150- Static Pressure 141.000 —i— 135- A 120- • 8000.00108.000 : I ,:90 0 53© 86.447 601. . 9: 151.53 with hose streams 75 60- System demand curve45 LIf" 30 -a 0 - r jjj WH 111111111 111111111 11111111 I 9300 12400 1W2652007750 10850 15500 13950 Water flow, gpm (,© M.E.P.CAD, Inc. L11 AutoSPRlNK® 12 v12.0.61.0 11/29/2017 5:30:02PM Page 1 I I I I I I I I I I I I I] I I I Job Number: 17-0902 - PVCC - BLDG-C Pocrernrt flecwriniieen APP ft.) IHydrau1ic Summary I Job Job Number 17-0902 Design Engineer R. HOEKSTRA Job Name: PACIFIC VISTA COMMERCE CENTER State Certification/License Number C-16 588039 Address 1 2770 WHIPTAIL LOOP W. AHJ CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Job Site/Building BUILDING C Address 3 BUILDING C Draosng Name BLDG-C_PVCC-FP8_MEZZ System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 23.00 at 8.266 Occupancy Ordinary Group II Job Same PVCC - BLDG-C Hose Allowance Al Source 250.00 Density 0.200gpm/ft2 Area otApplica/on 2500.00ft2 (Actual 2509.14ft2) Additional Hose Supplies Node Flow(ppm) Number Of Sprinklers Calculated 23 Coverage Per Sprinkler 115.00f12 21739.24ga1 Total Nose Streams 250.00 System Flow Demand 601.53 Total Water Required (including Nose Allowance) 851.53 Maximum Pressure Unbalance In Loops 0.000 Maoimum Velocity Above Gmcnd 22.35 between nodes 32 and 40 Maximum Velocity Under Ground 2.72 between nodes 5 and 9 Volume capacity of Wet Pipes 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) 1000 Water Supply 250.00 141.000 108.000 8000.00 140.477 851.53 86.447 54.030 Contractor Confreotor Number WFP INC. Contact Name Contact Tiff. DESIGN MANAGER Name of Contoactor WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 Extension Address 1 13630 DANIELSON ST. FAX 858.513.1322 Address 2 POWAY, CA. 92064 E-mail Address 3 Web-Site I & ©M.E.P.CAD, Inc. AutoSPRINK® 12v12.0.61.0 11/29/2017 5:30:04PM Page 9 I I I I I LI I I I I I I I I I I I I 111 Hydraulic Graph I Job Number: 17-0902 - PVCC - BLDG-C Por.rf fl rirtion Water Supply at Node 1000 150— Static Pressure 141.000 135— 120— - 00108.000 105— - 90 T 601.53 @ 86A47 851.53 with hose streams 75 60 45 5 (stem demand curve :i i 15— 'LI.I.I.I.I.I.1.) 111111111 111111111 111111111 1111111 I I II I 111111 II I I I I I I I I 0— 95503100 40 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydreudo Greph Water Supply at Node 1000 Study: Pressure 141.000 Residual: Pressure Test Conducted By Test Witnessed By 108.000 @ 8000.00 CARLSBAD FIRE DEPARTMEN JENNIFER R. MAEL P.E. Available Pressure at Time of Test Date Of Test 140.477 © 851.53 03.01.17 System Demand Hydrant Numbers Location 86.447 @601.53 H61670 WHIPTAIL LOOP BETWEEN CAZE System Demand lncIdkrg Hose Alowaroe at Souroe) 86.447 @ 851.53 ,© M.E.P.CAD, Inc. iAutoSPRINK® 12 v12.0.61.0 11/29/2017 5:30:06PM Page 3 Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #2 111 Summary Of Outfiowing Devices I 11/29/2017 5:30:07PM Page 4 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) r Sprinkler 2001 23.00 23.00 8 8.266 Sprinkler 2002 23.16 23.00 8 8.383 Sprinkler 2003 23.74 23.00 8 8.807 Sprinkler 2004 25.41 23.00 8 10.086 Sprinkler 2005 23.09 23.00 8 8.331 Sprinkler 2006 23.25 23.00 8 8.449 Sprinkler 2007 23.83 23.00 8 8.877 Sprinkler 2008 25.51 23.00 8 10.165 Sprinkler 2009 23.42 23.00 8 8.569 Sprinkler 2010 23.58 23.00 8 8.690 Sprinkler 2011 24.17 23.00 8 9.129 Sprinkler 2012 25.86 23.00 8 10.452 Sprinkler 2013 24.13 23.00 8 9.099 Sprinkler 2014 24.30 23.00 8 9.227 Sprinkler 2015 24.90 23.00 8 9.691 Sprinkler 2016 26.64 23.00 8 11.090 Sprinkler 2017 25.43 23.00 8 10.101 Sprinkler 2018 25.60 23.00 8 10.242 Sprinkler 2019 26.23 23.00 8 10.753 Sprinkler 2020 28.05 23.00 8 12.296 Sprinkler 2021 31.86 23.00 8 15.862 Sprinkler 2022 31.84 23.00 8 15.841 c Most Demanding Sprinkler Data I I I I I I I I 1 I I I I 1 I I I I j Job Number: 17-0902 - PVCC - BLDG-C Reoort Descriotion: AREA #2 ~jjljNode Analysis I 11/29/2017 5:30:08PM Page 5 f, © M.E.PLAID, Inc. AutoSPRINK® 12 v12.0.61.0 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1000 2-0 S 86.447 601.53 2001 12101/z Spr(-8.266) 8.266 23.00 2002 12101/2 Spr(-8.383) 8.383 23.16 2003 12101/2 Spr(-8.807) 8.807 23.74 2004 12-10% Spr(-10.086) 10.086 25.41 2005 12-101/2 Spr(-8.331) 8.331 23.09 2006 12-101% 1 Spr(-8.449) 8.449 23.25 2007 12-101/2 Spr(-8.877) 8.877 23.83 2008 12-10% Spr(-10.165) 10.165 25.51 2009 12-101/2 Spr(-8.569) 8.569 23.42 2010 12-101/2 Spr(-8.690) 8.690 23.58 2011 12-101/2 Spr(-9.129) 9.129 24.17 2012 12-101/2 Spr(-10.452) 10.452 25.86 2013 12-101/2 Spr(-9.099) 9.099 24.13 2014 12-101/2 Spr(-9.227) 9.227 24.30 2015 12-101/2 Spr(-9.691) 9.691 24.90 2016 12-10% Spr(-11.090) 11.090 26.64 2017 12-101/2 Spr(-10.101) 10.101 25.43 2018 12-101/2 Spr(-10.242) 10.242 25.60 2019 12-101/2 Spr(-10.753) 10.753 26.23 2020 12-10% Spr(-12.296) 12.296 28.05 2021 12-101/2 Spr(-15.862) 15.862 31.86 2022 12-10% Spr(-15.841) 15.841 31.84 2023 12-10% Spr(-30.945) 30.945 44.50 1 4-0 0(69-71/2) 88.613 2 4-0 7(58-61/2) 88.599 3 4-0 E(37-1) 88.583 4 4-0 E(25-9) 76.739 5 4-0 (58-61/2) 76.540 6 -3-0 E(25-9) 77.651 7 -3-0 E(37'-l) 88.554 8 4-0 (58-6%) 88.578 9 4-0 76.451 10 0-9 74.793 20 32-8 E(26'-71/2) 60.737 30 32-8 fE(15-3) 60.394 31 34-5 fT(38-9) 59.537 32 35-5% P0(21-il) 47.727 40 12-1% P0(11-8) 38.480 41 12-1% P0(11-8) 19.478 42 12-1% P0(11-8) 17.286 43 12-11/2 P0(11-8) 15.655 44 12-11/2 P0(11-8) 14.789 45 12-11/2 P0(11-8) 14.400 46 12-11/2 P0(11-8) 14.293 51 12-101/2 T(11'-8) 17.978 52 12-101/2 T(11'-8) 13.986 53 12-10% T(11-8) 12.627 54 12-101/2 1(11-8) 11.907 55 12101/2 T(11-8) 11.583 56 12-101/2 T(11-8) 11.494 100 34-41/2 P0(21-l1) 59.519 101 34-6 P0(21-11) 59.458 102 34-8 P0(21-11) 59.382 103 34-91/2 P0(21-11) 59.308 104 34-111/2 P0(21-11) 59.235 105 35-11/2 P0(21-11) 59.163 106 35-31/2 P0(21-11) 59.092 107 35-5 P0(21-11) 59.021 108 35-7 P0(21-i1) 58.951 109 35-9 P0(21-l1) 58.881 110 35-9 P0(21-11) 58.879 I I I LI I LI I I I I LT 11 I I I I 1 I I I Job Number: 17-0902 - PVCC - BLDG-C Pônrrt flrrintinry APPA 10 ~jjl jNode Analysis I 11/29/2017 5:30:08PM Page 6 © M.E.P.CAD, Inc. AutoSPRINK® 12 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 111 35-7 P0(21-11) 58.944 112 35-5% P0(21-11) 59.009 113 35-3% P0(21-l1) 59.074 114 35-1% P0(21-il) 59.139 115 35-0 P0(21-11) 59.205 116 34-10 P0(21-11) 59.270 117 34-8 P0(21-11) 59.336 118 3461/2 P0(21-11) 59.402 119 344% P0(21-11) 59.468 120 3421/2 P0(21-11) 59.534 130 35-5% fT(19'-O) 57.527 131 35-6% fT(19-0) 58.985 132 35-7% fT(19'-O) 58.944 133 35-8% fT(19-0) 58.903 134 36-1% fT(19-0) 58.721 135 36-3% fT(19-0) 58.653 136 36-6 fT(19-0) 58.557 137 364% fT(19'-O) 58.605 138 36-7 fT(19'-O) 58.509 139 36-9% fT(19-0) 58.415 140 36-9% fT(19-0) 58.413 141 36-7 fT(19-0) 58.506 142 364% fT(19-0) 58.599 143 36-6 fT(19-0) 58.549 144 3631/2 fT(19-0) 58.643 145 3611/z tT(19-0) 58.710 146 36-0 fT(19-0) 58.752 147 35-7 fT(19'-O) 58.937 148 35-6 fT(19'-O) 58.978 149 35-5 fT(19'-O) 59.020 150 35-31/2 fT(19'-O) 59.062 200 34-5 P0(21-l1) 59.245 201 34-6 P0(21-11) 59.218 202 34-8 P0(21-11) 59.178 203 34-10 P0(21-11) 59.134 204 34-111/2 P0(21-i1) 59.087 205 35-1% P0(21-il) 59.036 206 35-3% P0(21-l1) 58.983 207 35-5% P0(21-11) 58.928 208 35-7 P0(21-11) 58.870 209 35-9 P0(21-l1) 58.811 210 35-9 P0(21-11) 58.817 211 35-7 P0(21-11) 58.888 212 35-51/. P0(21-11) 58.958 213 35-3% P0(21-11) 59.027 214 35-1% P0(21-11) 59.096 215 35-0 P0(21-l1) 59.163 216 34-10 P0(21-l1) 59.231 217 34-8 P0(21-11) 59.298 218 34-6% P0(21-l1) 59.364 219 34-4% P0(21-11) 59.430 220 34-2% P0(21-11) 59.496 230 35-51/2 fT(19-0) 56.983 231 3561/2 fT(19-0) 58.797 232 35-7% fT(19-0) 58.784 233 35-8% fT(19-0) 58.767 234 36-1% fT(19'-O) 58.605 235 36-3% fT(19'-O) 58.554 236 36-6 fT(19-0) 58.472 237 364% fT(19'-O) 58.531 238 36-7 fT(19-0) 58.445 239 3691/2 fT(19-0) 58.358 I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Reoort Descriotion: AREA #2 ~jjl INode Analysis I 11/29/2017 5:30:08PM Page 7 © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 240 36-9% fT(19-0) 58.363 241 36-7 fT(19-0) 58.461 242 364% fT(19-0) 58.558 243 36-6 fT(19-0) 58.511 244 36-3% fT(19-0) 58.607 245 36-1% fT(19'-O) 58.676 246 36-0 fT(19-0) 58.719 247 35-7 fT(19-0) 58.905 248 35-6 fT(19-0) 58.947 249 35-5 fT(19'-O) 58.989 250 35-3% fT(19-0) 59.031 2101 12-101/2 P0(5-11%) 9.191 2102 12-10% P0(5-11%) 9.320 2103 12-10% P0(5-11%) 9.788 2104 12-10% P0(5-11%) 11.199 2105 12-10% P0(5-11%) 9.263 2106 12-10% P0(5-11%) 9.393 2107 12-10% P0(5-11%) 9.865 2108 12-101% P0(5-11%) 11.286 2109 12-10% P0(5-11%) 9.526 2110 12-10% P0(5-11%) 9.659 2111 12-10% P0(5-11%) 10.143 2112 12-10% P0(5-11%) 11.602 2113 12-10% P0(5-11%) 10.111 2114 12-10% P0(5-11%) 10.252 2115 12-10% P0(5-111/2) 10.763 2116 12-10% P0(5-111/2) 12.305 2117 12-10% P0(5-11%) 11.215 2118 12-10% P0(5-11%) 11.370 2119 12-10% P0(5-11%) 11.933 2120 12-10% P0(511%) 13.632 2121 12-10% P0(5-11%) 17.553 2122 12-10% P0(5-111/2) 17.530 2123 12-10% P0(5-11%) 34.083 I I I I I I I I I I I I I I I I I I II IHYdraulic Analysis I Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #2 Pipe Type Diameter Flow Velocity HWC Friction Loss I Length lPressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... BL 1.0870 23.00 7.95 120 0.141714 0-7 Pf 0.925 2001 2101 12-101/2 12-101/2 23.00 8 8.266 9.191 Sprinkler, P0(5-111/2) 5-11% 6-6% Pe Pv BL 1.7400 23.00 3.10 120 0.014334 9-0 Pf 0.129 2101 2102 12-10% 12-10% 9.191 9.320 9-0 Pe Pv BL 1.7400 46.16 6.23 120 0.052012 9-0 Pf 0.468 2102 2103 12-10% 12-101/2 23.16 9.320 9.788 Flow (q) from Route 3 9-0 Pe Pv BL 1.7400 69.90 9.43 120 0.112072 36h/2 Pt 1.706 2103 56 12-10% 12-101/2 23.74 9.788 11.494 Flow (q) from Route 7 1(11-8) 11-8 1521/2 Pe Pv BL 1.7400 95.31 12.86 120 0.198878 0-9 Pf 2.472 56 46 12-10% 12-1% 25.41 11.494 14.293 Flow (q) from Route 13 P0(11-8) 11-8 12-5 Pe Pv 0.327 CM 3.3160 95.31 3.54 120 0.008603 12-6 Pf 0.108 46 45 12-1% 12-1% 14.293 14.400 12-6 Pe Pv CM 3.3160 191.00 7.10 120 0.031129 12-6 Pt 0.389 45 44 12-1% 12-1% 95.69 14.400 14.789 Flow (q) from Route 2 12-6 Pe Pv CM 3.3160 288.03 10.70 120 0.066563 13-0 Pt 0.865 44 43 12-1% 12-1% 97.04 14.789 15.655 Flow (q) from Routes 13-0 Pe Pv CM 3.3160 388.01 14.41 120 0.115512 14-11/2 Pt 1.63Y- 43 42 12-1% 12-1% 99.98 15.655 17.286 Flow (q) from Route 9 14-1% Pe Pv CM 3.3160 493.33 18.33 120 0.180119 12-2 Pf 2.191 42 41 12-1% 12-1% 105.31 17.286 19.478 Flow (q) from Route 14 12-2 Pe Pv CM 3.3160 557.03 20.69 120 0.225493 69-8 Pt 19.002 41 40 12-1% 12-1% 63.70 19.478 38.480 Flow (q) from Route 21 2fE(7-3%) 14-7 84-3 Pe Pv CM 3.3160 601.53 22.35 120 0.259949 52-7 Pt 19.360 40 32 12-1% 35-5% 44.50 38.480 47.727 Flow (q) from Route 23 3fE(7-3%) 21-11 74-5% Pe Pv -10.112 BL 3.3160 287.29 10.67 120 0.066245 107-0% Pf 9.799 32 130 35-5% 35-5% 47.727 57.527 P0(21-11) fT(19-0) 40-101/2 147-11 Pe Pv RN 3.3160 287.29 10.67 120 0.066245 1,-1 Pt 1.523 130 100 35-51/2 34-41/2 57.527 59.519 P0(21-11) 21-11 23-0 Pe Pv 0.470 FM 8.2490 287.29 1.72 120 0.000783 4-5 Pt 0.034 100 31 34-4% 34-5 59.519 59.537 fT(38-9) 38-9 43-2 Pe Pv -0.016 FM 8.2490 601.53 3.61 120 0.003072 1-9 Pf 0.099 31 30 34-5 32-8 314.24 59.537 60.394 Flow (q) from Route 25 2fE(15-3) 30-6% 32-3% Pe Pv 0.759 FM 10.4200 601.53 2.26 120 0.000985 320-11 N 0.342 30 20 32-8 32-8 60.394 60.737 E(26-7'h) 2671/2 347-6% Pe Pv -0.000 FR 10.4200 601.53 2.26 120 0.000985 56-10 N 0.223 20 10 32-8 0-9 60.737 74.793 f(-0.000), CV(66'-6%), BV(23-0), 3E(26'-7%) 169-5 226-2% Pe Pv 13.833 UG 10.5200 601.53 2.22 140 0.000707 8-9 Pt 0.032 10 9 0-9 -3-0 74.793 76.451 E(37'-1) 37-1 45-10 Pe Pv 1.626 UG 9.5100 601.53 2.72 150 0.001017 28-7 Pt 0.089 9 5 -3-0 -3-0 76.451 76.540 1(58-6%) 58-6% 87-1% Pe Pv UG 9.5100 264.99 1.20 150 0.000223 620-0 Pt 0.199 5 4 4-0 4-0 76.540 76.739 T(58'-61/2) 3T(586%), EE(12101/2), E(25-9) 272-9% 89291/z Pe Pv UG 10.5200 264.99 0.98 140 0.000155 10-0 N 11.844 4 3 4-0 -3-0 76.739 88.583 3E(37-1), BFP(-11.825) 111-3% 121-3% Pe Pv UG 9.5100 264.99 1.20 150 0.000223 15-0 Pt 0.016 3 2 -3-0 -3-0 88.583 88.599 T(58-6%) 58-6% 73-6% Pe Pv (,©M.E.P.CAD, Inc. AutoSPRINK® 12v12.0.61.0 11/29/2017 5:30:10PM Page 8 I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C ReDort Descriotion: AREA #2 ~11111-lydraulic Analysis I 11/29/2017 5:30:10PM Page 9 © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 11.3100 264.99 0.85 150 0.000096 68-0 Pf 0.014 2 1 4-0 4-0 88.599 88.613 GV(6-11%), C(69'-7%) 76-7 144-7 Pe Pv UG 11.3100 601.53 1.92 150 0.000437 3-0 Pf 0.001 1 1000 4-0 2-0 336.54 88.613 86.447 Flow (q) from Route 24 Water Supply 3'Q Pe Pv -2.168 250.00 Hose Allowance At Source 1000 851.53 =. ..... Route 2 ..... BL 1.0870 23.09 7.98 120 0.142756 0-7 Pt 0.932 2005 2105 12-101/2 12-101/2 23.09 8 8.331 9.263 Sprinkler, P0(5-11%) 5111/z 6-6% Pe Pv BL 1.7400 23.09 3.12 120 0.014440 9-0 Pt 0.130 2105 2106 12-101/2 12-101/2 9.263 9.393 9-0 Pe Pv BL 1.7400 46.35 6.25 120 0.052395 9-0 Pt 0.472 2106 2107 12-101/2 12-101/2 23.25 9.393 9.865 Flow (q) from Route 4 9-0 Pe Pv BL 1.7400 70.18 9.47 120 0.112895 3-61/2 Pf 1.718 2107 55 12-101/2 12-101/2 23.83 9.865 11.583 Flow (q) from Route 8 T(11'-8) 11-8 15-21/2 Pe Pv BL 1.7400 95.69 12.91 120 0.200334 0-9 Pt 2.490 55 45 12-101/2 12-1% 25.51 11.583 14.400 Flow (q) from Route 15 P0(11-8) 11-8 12-5 Pe 1 Pv 0.327 =. ..... Route 3 ..... BL 1.0870 23.16 8.01 120 0.143567 0-7 Pt 0.937 2002 2102 12-101/2 12-101/2 23.16 8 8.383 9.320 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv =. ..... Route 4..... BL 1.0870 23.25 8.04 120 0.144621 0-7 Pt 0.944 2006 2106 12-10% 12-10% 23.25 8 8.449 9.393 Sprinkler, P0(5-11%) 5-11% 6-61/2 Pe Pv Route 5 ..... BL 1.0870 23.42 8.10 120 0.146523 0-7 Pt 0.957 2009 2109 12-101/2 12-101/2 23.42 8 8.569 9.526 Sprinkler, P0(5-111/2) 5-11% 6-6% Pe Pv BL 1.7400 23.42 3.16 120 0.014821 9-0 Pf 0.133 2109 2110 12-101/2 12-101/2 9.526 9.659 9-0 Pe Pv BL 1.7400 47.00 6.34 120 0.053777 9-0 Pt 0.484 2110 2111 12-101/2 12-101/2 23.58 9.659 10.143 Flow (q) from Route 6 9-0 Pe Pv BL 1.7400 71.17 9.60 120 0.115869 3-6% Pt 1.764 2111 54 12-101/2 12-101/2 24.17 10.143 11.907 Flow (q) from Route 10 T(11'-8) 11-8 15-2% Pe Pv BL 1.7400 97.04 13.09 120 0.205596 0-9 Pt 2.556 54 44 12-10% 12-1% 25.86 11.907 14.789 Flow (q) from Route 17 P0(11-8) 11-8 12-5 Pe Pv 0.327 Route 6 ..... BL 1.0870 23.58 8.15 120 0.148435 0-7 Pt 0.969 2010 2110 12-101/2 12-10% 23.58 8 8.690 9.659 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv Route ..... BL 1.0870 23.74 8.21 120 0.150276 0-7 Pt 0.981 2003 2103 12-101/2 12-101/2 23.74 8 8.807 9.788 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv =. ..... Route 8 ..... BL 1.0870 23.83 8.24 120 0.151377 0-7 Pt 0.988 2007 2107 12-101/2 12-101/2 23.83 8 8.877 9.865 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv =. ..... Route 9 ..... BL 1.0870 24.13 8.34 120 0.154886 0-7 Pt 1.011 2013 2113 12-101/2 12-101/2 24.13 8 9.099 10.111 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv BL 1.7400 24.13 3.26 120 0.015667 9-0 Pt 0.141 2113 2114 12-101/z 12-101/2 10.111 10.252 9-0 Pe Pv BL 1.7400 48.43 6.53 120 0.056844 9-0 1 Pf 0.512 2114 2115 12-101/2 12-101/z 24.30 10.252 10.763 Flow (q) from Route 11 9-0 Pe Pv I I I I I I I I I I I I I I I I 1 I I Job Number: 17-0902 - PVCC - BLDG-C Recort Descriotion: AREA #2 [Hydraulic Analysis I 11/29/2017 5:30:10PM Page 10 © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.7400 73.34 9.90 120 0.122470 3-6% Pf 1.864 2115 53 12-10% 12-10% 24.90 10.763 12.627 Flow (q) from Route 12 T(11'-8) 11-8 15-2% Pe Pv BL 1.7400 99.98 13.49 120 0.217275 01 53 43 12101,4 12-1% 26.64 12.627 15.655 Flow (q) from Route 19 P0(11-8) 12-5 0-9F 11-827 =. ..... Route lO ..... BL 1.0870 24.17 8.36 120 0.155355 0-7 N 1.014 2011 2111 12-101/2 12-10% 24.17 8 9.129 10.143 Sprinkler, P0(5-111/2) 5-11% 6-6% Pe Pv %* .... o Route 11 ..... BL 1.0870 24.30 8.40 120 0.156898 0-7 N 1.024 2014 2114 12-10% 12101,4 24.30 8 9.227 10.252 Sprinkler, P0(5-11%)6'-6/2 5-11% Pe Pv Route 12 ..... BL 1.0870 24.90 8.61 120 0.164183 0-7 N 1.072 2015 2115 12-10% 12-10% 24.90 8 9.691 10.763 Sprinkler, P0(5-111/2) 5-11% 6'-6% Pe Pv • • • • Route 13 ..... BL 1.0870 25.41 8.78 120 0.170365 0-7 N 1.112 2004 2104 12-101/2 12-101/2 25.41 8 10.086 11.199 Sprinkler, P0(5-111/2) 5-11% 6-6% Pe Pv BL 1.7400 25.41 3.43 120 0.017232 5-5% Pt 0.295 2104 56 12-101/2 12-101/2 11.199 11.494 T(11'-8) 11-8 17-11/2 Pe Pv __ Route 14 ..... BL 1.0870 25.43 8.79 120 0.170593 0-7 Pf 1.114 2017 2117 12-101/2 12-101/2 25.43 8 10.101 11.215 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv BL 1.7400 25.43 3.43 120 0.017255 9-0 N 0.155 2117 2118 12-101/2 12-101/2 11.215 11.370 9-0 Pe Pv BL 1.7400 51.03 6.88 120 0.062606 9-0 Pf 0.563 2118 2119 12-101/2 12-10% 25.60 11.370 11.933 Flow (q) from Route 16 9-0 Pe Pv BL 1.7400 77.26 10.42 120 0.134868 3-61/2 N 2.053 2119 52 12-101/2 12-101/2 26.23 11.933 13.986 Flow (q) from Route 18 T(11'-8) 11-8 15-2% Pe Pv BL 1.7400 105.31 14.21 120 0.239206 0-9 Pt 2.973 52 42 12-101/2 12-1% 28.05 13.986 17.286 Flow (q) from Route 20 P0(11-8) 11-8 12-5 Pe Pv 0.327 =. ..... Route 15 ..... BL 1.0870 25.51 8.82 120 0.171603 0-7 N 1.120 2008 2108 12-101/2 12-101/2 25.51 8 10.165 11.286 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv BL 1.7400 25.51 3.44 120 0.017357 5-51/2 Pt 0.297 2108 55 12-10% 12-10% 11.286 11.583 T(11-8) 11-8 17-1% Pe Pv =. ..... Route 16 ..... BL 1.0870 25.60 8.85 120 0.172794 0-7 1 Pf 1.128 2018 2118 12-101/2 12-101/2 25.60 8 10.242 11.370 Sprinkler, P0(5-111/2) 5-11% 6-6% 1 Pe Pv -.Route 17 ..... BL 1.0870 25.86 8.94 120 0.176075 0-7 Pt 1.150 2012 2112 12-10% 12-101/2 25.86 8 10.452 11.602 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv BL 1.7400 25.86 3.49 120 0.017810 5-5% Pt 0.305 2112 54 12-101/2 12-101/2 11.602 11.907 T(11'-8) 11-8 17-1% Pe Pv Route 18 ..... BL 1.0870 26.23 9.07 120 0.180761 0-7 N 1.180 2019 2119 12-10% 12-10% 26.23 8 10.753 11.933 Sprinkler, P0(5-11%)6'- 5-11% 6% Pe Pv - Route l9 ..... BL 1.0870 26.64 9.21 120 0.185998 0-7 Pt 1.214 2016 2116 12-101/2 12-101/2 26.64 8 11.090 12.305 Sprinkler, P0(5-111/2) 5-11% 6-6% Pe Pv BL 1.7400 26.64 3.59 120 0.018814 5-5% Pt 0.322 2116 53 12-101/2 12-101/2 12.305 12.627 T(11'-8) 11-8 17-1% Pe Pv =. ..... Route 20 ..... I I I I I I I I I I I I I I I I I I I Job Number: 17-0902 - PVCC - BLDG-C Reoort Descriotion: AREA #2 ~11111-lydraulic Analysis 11/29/2017 5:30:10PM Page 11 , © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.0870 28.05 9.70 120 0.204620 0-7 Pf 1.336 2020 2120 12-10% 12-101/2 28.05 8 12.296 13.632 Sprinkler, P0(5-11%) 5-11% 6-6% 1 Pe Pv BL 1.7400 28.05 3.78 120 0.020697 5-5% Pf 0.355 2120 52 12-10% 12-10%13.632 13.986 T(11'-8) 11-8 17-1% Pe Pv _-Route 21 ..... BL 1.0870 31.84 11.01 120 0.258657 0-7 Pt 1.689 2022 2122 12-10% 12-10% 31.84 8 15.841 17.530 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv BL 1.7400 31.84 4.30 120 0.026163 5'-5Y2 Pf 0.448 2122 51 12-10% 12-10% 17.530 17.978 T(11-8) 11-8 17-1% Pe Pv BL 1.7400 63.70 8.59 120 0.094376 0-9 Pf 1.173 51 41 12-10% 12-1% 31.86 17.978 19.478 Flow (q) from Route 22 P0(11-8) 11-8 12-5 Pe Pv 0.327 =. ..... Route 22 ..... BL 1.0870 31.86 11.02 120 0.258978 0-7 Pf 1.691 2021 2121 12-10% 12-101/2 31.86 8 15.862 17.553 Sprinkler, P0(5-11%) 5-11% 6-6% Pe Pv BL 1.7400 31.86 4.30 120 0.026195 4-6% Pf 0.425-- 2121 51 12-10% 12-10% 17.553 17.978 T(11-8) 11-8 16-2% Pe Pv Route 23 ..... BL 1.0870 44.50 15.39 120 0.480545 0-7 Pf 3.138 2023 2123 12-10% 12-101A 44.50 8 30.945 34.083 Sprinkler, P0(5-111/2) 5-11% 6-6% Pe Pv BL 1.7400 44.50 6.00 120 0.048607 60-4% Pf 4.070 2123 40 12-101/2 12-1% 34.083 38.480 1(11-8), P0(11-8) 23-4 83-9 Pe Pv 0.327 =. ..... Route 24 ..... UG 10.5200 336.54 1.24 140 0.000241 10,-0 Pf 10.904 6 7 -3-0 4-0 77.651 88.554 3E(37-1), BFP(-10.874) 111-3% 121-31/2 Pe Pv UG 9.5100 336.54 1.52 150 0.000347 10-0 Pf 0.024 7 8 4-0 4-0 88.554 88.578 T(58-6%) 58-6% 68'-6% Pe Pv UG 11.3100 336.54 1.07 150 0.000149 90-0 Pt 0.035 8 1 -3-0 4-0 88.578 88.613 GV(6-11%), 1(69-7%), C(69'-11/2) 146-3 236-3 Pe Pv =. ..... Route 25 ..... BL 3.3160 314.24 11.67 120 0.078199 62-111/2 Pt 9.263 32 230 35-5% 35-5% 47.727 56.983 P0(21-11) 2fE(7'-31/2), fT(19'-O) 55-6 118-5% Pe Pv -0.007 RN 3.3160 314.24 11.67 120 0.078199 1,-1 Pt 1.797 230 200 35-51/2 34-5 56.983 59.245 P0(21-11) 21-11 22-11% Pe Pv 0.466 CM 6.3950 314.24 3.14 120 0.003193 8-0 Pt 0.026 200 201 34-5 34-6 59.245 59.218 8-0 Pe Pv -0.053 RN 3.3160 28.33 1.05 120 0.000912 1-0 Pt 0.021 201 231 34-6 35-6% 59.218 58.797 P0(21-11) 21-11 22-11 Pe Pv -0.442 BL 3.3160 28.33 1.05 120 0.000912 168-0 Pt 0.188 231 131 35-6% 356h/2 58.797 58.985 fT(19-0) fT(19-0) 37-11% 205-11% Pe Pv RN 3.3160 28.33 1.05 120 0.000912 1-0% Pt 0.021 131 101 35-6% 34-6 58.985 59.458 P0(21-11) 21-11 22-11% Pe Pv 0.452 FM 8.2490 314.24 1.89 120 0.000924 5-7 Pf 0.041 101 31 34-6 34-5 285.91 59.458 59.537 Flow (q) from Route 26 fT(38'-9) 38-9 44-4% Pe Pv 0.038 Route 26 ..... RN 3.3160 11.92 0.44 120 0.000184 1-21/2 Pt 0.004 143 113 36-6 35-3% 11.92 58.549 59.074 Flow (q) from Route 31 P0(21-11) 21-11 23-1 Pe Pv 0.520 FM 8.2490 88.35 0.53 120 0.000088 10-0 Pt 0.001 113 112 35-3% 35-5% 76.43 59.074 59.009 Flow (q) from Route 30 10-0 Pe Pv -0.066 FM 8.2490 100.82 0.61 120 0.000113 10,-a Pt 0.001 112 ill 35-5% 35-7 12.47 59.009 58.944 Flow (q) from Route 29 10-0 Pe Pv -0.066 I I I I I I I I I I I I I Li I I I I I Job Number: 17-0902 - PVCC - BLDG-C Renort Deserintion: AREA #2 IN IHydrauIic Analysis 11/29/2017 5:30:10PM Page 12 f, © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary FM 8.2490 113.95 0.68 120 0.000141 10,-0 Pf 0.001 111 110 35-7 35-9 13.13 58.944 58.879 Flow (q) from Route 28 10-0 Pe Pv -0.066 FM 8.2490 127.86 0.77 120 0.000175 9111/2 Pf 0.002 110 109 35-9 35-9 . 13.91 58.879 58.881 Flow (q) from Route 27 9111/2 Pe Pv 0.001 FM 8.2490 142.70 0.86 120 0.000215 10,-0 Pf 0.002 109 108 35-9 35-7 14.84 58.881 58.951 Flow (q) from Route 42 10,-0 Pe Pv 0.068 FM 8.2490 158.61 0.95 120 0.000261 10-0 N 0.003 108 107 35-7 35-5 15.91 58.951 59.021 Flow (q) from Route 43 10-0 Pe Pv 0.068 FM 8.2490 175.75 1.06 120 0.000315 10-0 N 0.003 107 106 35-5 35-3% 17.14 59.021 59.092 Flow (q) from Route 44 10-0 Pe Pv 0.068 FM 8.2490 194.26 1.17 120 0.000380 10,-0 N 0.004 106 105 35-31/2 35-1% 18.51 59.092 59.163 Flow (q) from Route 32 10,-0 Pe Pv 0.068 FM 8.2490 214.34 1.29 120 0.000455 10-0 N 0.005 105 104 35-1 V2 34-11% 20.08 59.163 59.235 Flow (q) from Route 36 10,-0 Pe Pv 0.068 FM 8.2490 236.17 1.42 120 0.000545 10,-0 Pf 0.005 104 103 34-11% 34-9% 21.82 59.235 59.308 Flow (q) from Route 35 10,-0 Pe Pv 0.068 FM 8.2490 259.96 1.56 120 0.000651 10-0 N 0.007 103 102 34-9% 34-8 23.80 59.308 59.382 Flow (q) from Route 45 ia-a 1 Pe Pv 0.068 FM 8.2490 285.91 1.72 120 0.000776 10-0 N 0.008 102 101 34-8 34-6 25.95 59.382 59.458 Flow (q) from Route 46 10-0 Pe Pv 0.068 Route 27 ..... RN 3.3160 13.91 0.52 120 0.000245 1-01/2 N 0.006 210 240 35-9 369h/. 127.86 58.817 58.363 P0(21-l1), Flow (q) from Route 47 21-11 22-11% Pe Pv -0.460 BL 3.3160 13.91 0.52 120 0.000245 168-0 N 0.050 240 140 36-9% 36-9% 58.363 58.413 fT(19-a) fT(19'-a) 37-111/2 205-111/2 Pe Pv RN 3.3160 13.91 0.52 120 0.000245 1-0% N 0.006 140 110 36-91/2 35-9 58.413 58.879 P0(21-11) 21-11 22-11% Pe Pv 0.460 Route 28 ..... CM 6.3950 113.95 1.14 120 0.000489 10,-0 Pf 0.005 210 211 35-9 35-7 127.86 58.817 58.888 Flow (q) from Route 47 ia-a Pe Pv 0.066 RN 3.3160 13.13 0.49 120 0.000220 1,-a N 0.005 211 241 35-7 36'-7 58.888 58.461 P0(21-i1) 21-11 22-11 Pe Pv -0.432 BL 3.3160 13.13 0.49 120 0.000220 168-0 N 0.045 241 141 36-7 36-7 58.461 58.506 fT(19'-a) fT(19-a) 37-11% 205'-l1% Pe Pv RN 3.3160 13.13 0.49 120 0.000220 1-0 N 0.005 141 111 36-7 35-7 58.506 58.944 P0(21-11) 21-11 22-11 Pe ~Pv 0.432 Route 29 ..... CM 6.3950 100.82 1.01 120 0.000390 10-0 Pt 0.004 211 212 35-7 35-5% 58.888 58.958 10-0 Pe Pv 0.066 RN 3.3160 12.47 0.46 120 0.000200 0-11 N 0.005 212 242 35-5% 36-4% 58.958 58.558 P0(21-11) 21-11 22-10 Pe Pv -0.405 BL 3.3160 12.47 0.46 120 0.000200 168-0 N 0.041 242 142 36-4% 36-4% 58.558 58.599 fT(19-0) fT(19'-a) 37-11% 205-11% Pe Pv -0.000 RN 3.3160 12.47 0.46 120 0.000200 0-11 N 0.005 142 112 36-4% 35-5% 58.599 59.009 P0(21-i1) 21-11 22-10 Pe 1 Pv 0.405 =. ..... Route 30 ..... CM 6.3950 88.35 0.88 120 0.000305 10-0 N 0.003 212 213 35-5% 35-3% 58.958 59.027 10,-a Pe Pv 0.066 I fl U I I I I I I I I I I I I I I ~jjljHydraulic Analysis I Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 6.3950 76.43 0.76 120 0.000233 10,-0 Pf 0.002 213 214 35-3% 35-1% 59.027 59.096 10,-0 Pe 0.066 Pv RN 3.3160 11.50 0.43 120 0.000172 1-1% N 0.004 214 244 35-1% 36-3% 59.096 58.607 P0(21-11) 21-11 2301/2 Pe -0.493 Pv BL 3.3160 11.50 0.43 120 0.000172 168-0 N 0.035 244 144 36-3% 36-3% 58.607 58.643 fl-(l 9'-0) tT(19-0) 37-111/2 205111/2 Pe Pv RN 3.3160 11.50 0.43 120 0.000172 1-1% N 0.004 144 114 36-3% 35-1% 58.643 59.139 P0(21-11) 21-11 23-0% Pe 0.493 Pv FM 8.2490 76.43 0.46 120 0.000068 10,-0 N 0.001 114 113 35-1% 35-3% 64.93 59.139 59.074 Flow (q) from Route 33 10,-0 Pe -0.066 Pv =. ..... Route 31 ..... RN 3.3160 11.92 0.44 120 0.000184 1-21/2 N 0.004 213 243 35-3% 36'-6 59.027 58.511 P0(21-11) 21-11 23-1 Pe -0.520 Pv BL 3.3160 11.92 0.44 120 0.000184 168-0 Pf 0.038 243 143 36-6 36'-6 58.511 58.549 fT(19'-O) fT(19'-O) 37-111/2 205-111/2 Pe Pv =. ..... Route 32 ..... RN 3.3160 18.51 0.69 120 0.000415 1-21/2 N 0.010 136 106 36-6 35-3% 18.51 58.557 59.092 Flow (q) from Route 48 P0(21-11) 21-11 23-1% Pe 0.525 Pv =. ..... Route 33 ..... RN 3.3160 11.18 0.42 120 0.000163 1-1% N 0.004 145 115 36-1% 35-0 11.18 58.710 59.205 Flow (q) from Route 37 P0(21-11) 21-11 23-0% Pe 0.491 Pv FM 8.2490 64.93 0.39 120 0.000050 10,-0 Pf 0.000 115 114 35-0 35-1% 53.75 59.205 59.139 Flow (q) from Route 34 10,-0 Pe -0.066 Pv Route 34 ..... RN 3.3160 10.94 0.41 120 0.000157 1-2% N 0.004 146 116 36-0 34-10 10.94 58.752 59.270 Flow (q) from Route 57 P0(21-11) 21-11 23-1 Pe 0.515 Pv FM 8.2490 53.75 0.32 120 0.000035 101-0 N 0.000 116 115 34-10 35-0 42.81 59.270 59.205 Flow (q) from Route 38 10,-0 Pe -0.066 Pv Route 35 ..... RN 3.3160 21.82 0.81 120 0.000563 13 134 104 36-1% 34-11% 21.82 58.721 59.235 Flow (q) from Route 53 P0(21-il) 23-0% 1- 7Pe502 21-1 Gab ..... Route 36 ..... RN 3.3160 20.08 0.75 120 0.000482 1-2 N 0.011 135 105 36'-3% 35-1% 20.08 58.653 59.163 Flow (q) from Route 50 P0(21-11) 21-11 23-0% Pe 0.499 Pv -. ..... Route 37 ..... CM 6.3950 64.93 0.65 120 0.000173 10,-0 Pt 0.002 214 215 35-1% 35-0 59.096 59.163 10,-0 Pe 0.066 Pv RN 3.3160 11.18 0.42 120 0.000163 1-1% N 0.004 215 245 35-0 36i1/2 59.163 58.676 P0(21-11) 21-11 2301/2 Pe -0.491 Pv BL 3.3160 11.18 0.42 120 0.000163 168-a N 0.034 245 145 36-1% 36-1% 58.676 58.710 fT(19'-a) fT(19'-a) 37-11% 205-11% Pe Pv - Route 38 ..... RN 3.3160 10.80 0.40 120 0.000153 0-11 Pt 0.003 147 117 35-7 34'-8 10.80 58.937 59.336 Flow (q) from Route 58 P0(21-11) 21-11 22-10 Pe 0.396 Pv FM 8.2490 42.81 0.26 120 0.000023 10-0 Pf 0.000 117 116 34'-8 34-10 32.01 59.336 59.270 Flow (q) from Route 39 10-0 Pe -0.066 Pv =. ..... Route 39 ..... RN 3.3160 10.71 0.40 120 0.000151 0-11% Pf 0.003 148 118 36-6 34-6% 10.71 58.978 59.402 Flow (q) from Route 59 P0(21-11) 21-11 22-10% Pe 0.420 Pv FM 8.2490 32.01 0.19 120 0.000014 10,-0 Pt 0.000 118 117 34-61/2 34'-8 21.30 59.402 59.336 Flow (q) from Route 40 1 10,-a Pe -0.066 Pv =...... Route 4O ..... ,© M.E.P.CAD, Inc. HiAutoSPRINKO 12 02.0.61.0 11/29/2017 5:30:10PM Page 13 I I I I d I I I I I P1 I I P1 I I IHydraulic Analysis I I I I I I I I I I I I I I I I I J-J Pipe Type Diameter Flow Velocity HWC Downstream Upstream Elevation Discharge K-Factor Pt RN 3.3160 10.66 0.40 120 149 119 35-5 34-4% 10.66 59.020 59.468 FM 8.2490 21.30 0.13 120 119 34-4% 10.64 59.468 59.062 59.534 120 59.534 59.468 120 58.415 58.881 120 58.509 58.951 120 58.605 59.021 120 58.903 59.308 120 58.944 59.382 120 58.870 58.811 120 58.811 58.983 58.472 120 58.472 58.557 120 58.983 58.928 120 58.928 58.870 120 58.870 58.445 120 58.445 58.509 120 59.036 58.554 120 58.554 Length Pressure Eq. Length Summary Total Length 1-0% Pf 0.003 21-11 Pe 0.444 22-11 Pv 10-0 Pf 0.000 Pe -0.066 10-0 Pv 1-1 Pf 0.003 21-11 Pe 0.468 23-0 Pv 101-0 Pf 0.000 Pe -0.066 10,-a 1 Pv 1-0% Pf 0.006 21-11 Pe 0.460 22-11% Pv 1-0 Pf 0.007 21-11 Pe 0.434 22-11 Pv 0-11% N 0.008 21-11 Pe 0.408 22-10 Pv 0-11 ~Pf 0.015 21-11 Pe 0.390 22-9% Pv 0-11% N 0.018 21-11 Pe 0.421 22-10% Pv 10-0 Pt 0.007 Pe -0.066 10-0 Pv 9-11% N 0.006 Pe -0.000 9-11% Pv 1-21/2 N 0.010 21-11 Pe -0.521 23-1% Pv 168-0 N 0.085 37-11% Pe 205-11% Pv 10-0 Pt 0.011 Pe -0.066 10,-a Pv 10-0 Pt 0.009 Pe -0.066 10,-a Pv 1-0 N 0.007 21-11 Pe -0.433 22-11 Pv 168-0 N 0.065 37-11% Pe 205'-11% Pv 1-1% Pf 0.011 21-11 Pe -0.494 23-0% Pv 168-0 N 0.099 37-11% Pe 205-11% Pv Pn Fittings 0.000149 Flow (q) from Route 60 P0(21-l1) 0.000006 Flow (q) from Route 41 0.000149 Flow (q) from Route 61 P0(21'-11 P0(21-il) 0.000314 Flow (q) from Route 49 P0(21-li) 0.000360 Flow (q) from Route 63 P0(21-11) P0(21-11), Flow (q) from Route 51 0.000415 fT(19-0) fT(19'-a) 0.001090 Flow (q) from Route 51 P0(21-il) fT(19'-O) 0.000482 P0(21-11), Flow (q) from Route 54 Job Number: 17-0902 - PVCC - BLDG-C eport uescrlpilon: 205 35-1% 214.34 59.036 Flow (q) from Route 54 Pe -0.066 206 35-3% 58.983 ia'-o Pv I & © M.E.P.CAD, Inc. kAutoSPRlNK® 12 02.0.61.0 11/29/2017 5:30:10PM Page 14 Job Number: 17-0902 - PVCC - BLDG-C Reoort DescriDtion: AREA #2 ~11111-lydraulic Analysis 11/29/2017 5:30:10PM Page 15 © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Upstream Elevation Discharge K-Factor engthPressur Downstream Pt Pn Fittings JLEq . Length Total Length Summary -Route52 ..... RN 33160 23.80 0.88 120 0.000660 0101/2 Pf 0.015 203 233 34-10 35-8% 259.96 59.134 58.767 P0(21-11), Flow (q) from Route 56 21-11 22-9% Pe -0.382 Pv BL 3.3160 23.80 0.88 120 0.000660 168-0 Pf 0.136 233 133 35-81/2 35-81/2 58.767 58.903 fT(19'-O) fT(19'-O) 37-111/2 1 205-11% Pe 1 Pv =. ..... Route 53 ..... CM 6.3950 236.17 2.36 120 0.001882 10-0 Pt 0.019 203 204 34-10 34-11% 259.96 59.134 59.087 Flow (q) from Route 56 10,-0 Pe -0.066 Pv RN 3.3160 21.82 0.81 120 0.000563 1-1% Pf 0.013 204 234 34-11% 36-1% 59.087 58.605 P0(21-11) 21-11 23-0% Pe -0.495 Pv BL 3.3160 21.82 0.81 120 0.000563 168-0 Pf 0.116 234 134 36-1% 36-1% 58.605 58.721 fT(19-0) fT(19'-0) 37-111/2 205-11% Pe Pv "••• Route 54 ..... CM 6.3950 214.34 2.14 120 0.001573 10,-0 Pf 0.016 204 205 34-11% 35-1% 59.087 59.036 10,-0 Pe -0.066 Pv =. ..... Route 55 ..... CM 6.3950 285.91 2.86 120 0.002681 10,-0 Pf 0.027 201 202 34'-6 34'-8 59.218 59.178 10,-0 Pe -0.066 Pv RN 3.3160 25.95 0.96 120 0.000775 0-11% Pf 0.018 202 232 34-8 35-7% 59.178 58.784 P0(21-11) 21-11 22-10 Pe -0.412 Pv BL 3.3160 25.95 0.96 120 0.000775 168-0 Pt 0.160 232 132 35-7% 35-7% 58.784 58.944 fT(19'-a) fT(19'-O) 37-11% 205-11% Pe Pv Route 56 ..... CM 6.3950 259.96 2.60 120 0.002248 101-a Pf 0.022 202 203 34'-8 34-10 59.178 59.134 10,-0 Pe -0.066 Pv =. ..... Route 57 ..... CM 6.3950 53.75 0.54 120 0.000122 10,-0 Pf 0.001 215 216 35-0 34-10 59.163 59.231 10-0 Pe 0.066 Pv RN 3.3160 10.94 0.41 120 0.000157 1-21/2 Pt 0.004 216 246 34-10 36-0 59.231 58.719 P0(21-11) 21-11 23-1 Pe -0.515 Pv BL 3.3160 10.94 0.41 120 0.000157 168-0 Pt 0.032 246 146 36-0 36-0 58.719 58.752 tT(19'-O) fT(19-0) 37-11% 205-111/2 1 Pe lPv Route 58 ..... CM 6.3950 42.81 0.43 120 0.000080 10,-0 Pf 0.001 216 217 34-10 34-8 59.231 59.298 10,-0 Pe 0.066 Pv RN 3.3160 10.80 0.40 120 0.000153 0-11 Pf 0.003 217 247 34-8 35-7 59.298 58.905 P0(21-11) 21-11 22-10 Pe -0.396 Pv BL 3.3160 10.80 0.40 120 0.000153 168-0 Pt 0.032 247 147 35-7 35-7 58.905 58.937 fT(19'-O) fT(19'-O) 37-11% 205-111/2 Pe Pv =. ..... Route 59 ..... CM 6.3950 32.01 0.32 120 0.000047 10,-0 Pf 0.000 217 218 34-8 34-6% 59.298 59.364 10-0 Pe 0.066 Pv RN 3.3160 10.71 0.40 120 0.000151 0-11% Pt 0.003 218 248 34-6% 35'-6 59.364 58.947 P0(21-11) 21-11 22-10% Pe -0.420 Pv BL 3.3160 10.71 0.40 120 0.000151 168-0 Pf 0.031 248 148 35-6 35'-6 58.947 58.978 fT(19'-O) fT(19'-0) 37-11% 205-11% Pe Pv =. ..... Route 60 ..... CM 6.3950 21.30 0.21 120 0.000022 10,-0 Pt 0.000 218 219 34-6% 34-41/2 59.364 59.430 10,-0 Pe 0.066 Pv RN 3.3160 10.66 0.40 120 0.000149 1-01/2 Pf 0.003 219 249 344h/2 35-5 59.430 58.989 P0(21-11) 21-11 22-11 Pe -0.444 Pv I I I I I I I I I I I I I 1 I I I I I Job Number: 17-0902 - PVCC - BLDG-C Reoort Description: AREA #2 111 [!drauIic Analysis I 11129/2017 5:30:10PM Page 16 f, © M.E.P.CAD, Inc. fAutoSPRlNK® 12 v12.0.61.0 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 3.3160 10.66 0.40 120 0.000149 168-0 Pf 0.031 249 149 35-5 35-5 58.989 59.020 fT(19-0) fT(19-0) 37-11% 205-11% Pe Pv -. Route 61 ..... CM 6.3950 10.64 0.11 120 0.000006 10-0 Pf 0.000 219 220 34-41/2 34-2% 59.430 59.496 10-0 Pe 0.066 Pv RN 3.3160 10.64 0.40 120 0.000149 1-1 Pf 0.003 220 250 34-2% 35-3% 59.496 59.031 P0(21-11) 21-11 23-0 Pe -0.468 Pv BL 3.3160 10.64 0.40 120 0.000149 168-0 Pf 0.031 250 150 35-3% 35-3% 59.031 59.062 fT(19-0) fT(19-0) 37'-1V/2 205-11% Pe Pv Route 62 ..... RN 3.3160 14.84 0.55 120 0.000276 1-01/2 Pf 0.006 209 239 35-9 36-9% 58.811 58.358 P0(21-11) 21-11 22111/2 Pe -0.460 Pv BL 3.3160 14.84 0.55 120 0.000276 168-0 Pf 0.057 239 139 36-9% 3691/2 58.358 58.415 fT(19-0) fT(19-0) 37-11% 205-11% Pe Pv -Route 63 ..... RN 3.3160 17.14 0.64 120 0.000360 0-11 Pf 0.008 207 237 35-5% 36-4% 58.928 58.531 P0(21-11) 21-11 22-10 Pe -0.405 Pv BL 3.3160 17.14 0.64 120 0.000360 168-0 Pf 0.074 237 137 36-4% 36-4% 58.531 58.605 fT(19-0) fT(19-0) 37-111/2 205-111/2 Pe Pv -Route 64 ..... UG 9.5100 336.54 1.52 150 0.000347 2935-0 Pf 1.111 5 6 -3-0 -3-0 76.540 77.651 12EE(12'-101/2), T(58-61/.), 2E(25-9) 264-71/2 3199-71/2 Pe Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) I 87 Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier • Value Of C 100 130 Multiplying Factor 0.713 1.16 140 150 1.33 1.51 I I, I I I I 1 Li I I I I I I I I 1 I I IN IHydrautic Analysis I Pipe Type Diameter Flow Velocity HWC Friction Downstream Elevation Discharge K-Factor Pt Pn Fittings I I I I I 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 Underaround 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 I I I I Job Number: 17-0902 - PVCC - BLDG-C Report Description: AREA #2 Length Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221,4 Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I I I I I I I I I © M.E.P.CAD, Inc. jAutoSPRINK® 12 02.0.61.0 11/29/2017 5:30:10PM Page 17 1 I I I I I I 11 I I I I ,© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.61.0 11/29/2017 5:30:14PM Page 18 I ~jjyjFlow Diagram (Isometric View) I Job Number: 17-0902 - PVCC - BLDG-C I Una I<eport uescription: Ah(bA#L I I I I I I I I I I I I I I I 1 I . © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 11/29/2017 5:30:15PM Page 19 I I I 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: Pacific Vista Commerce Center SR#: (Assigned upon plan submittal) PROJECT ADDRESS: Carlsbad Oaks North -Lot 23 CITY: Carlsbad PHONE: ( 858 ) 560.1141 (SB&O, Inc.) FAX NUMBER: Largest Building (ft. 2 ): 215ksf @ elev. 392' Sprinkled? Yes - ESFR Construction Type:Type V Tilt w/ hybrid 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): Whiptail Loop between Gazelle & Caribou TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 141 PSI Hydrant Number (if applicable):H61670 Elevation of test: 375 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 8,000 GPM Residual Pressure 108 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. 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: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature: Title/Org: P•_ctManager Date: 03/01/2017 I U I I I I I I I I U I 11 I I I - - - - - - - - - - - - = - - II - - Whiptail Loop Fire Flow Analysis Prepared by: Jennifer R. Mael, P. E. - MCS I I I I I U I I I I Features It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- uct, consult your local water authority, building and plumbing codes. Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Replaceable Check Disc Rubber Available with Grooved Butterfly Valve Shutoffs Bottom Mounted Cast Stainless Steel Relief Valve Metered Bypass to Detect Leakage or Theft of Water from the Fire Sprinkler System I ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY - NOT IN SCOPE I ES-A-0500/C500N/C500Z I Colt" Series C500, C500N, C500Z A M E S Reduced Pressure Detector Assemblies Li Sizes: 21/2" - 10(65-250mm) 1 The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for health-hazard non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C500, C500N, C500Z are used to monitor unauthorized use of water from the fire protection system. Specifications The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies shall consist of two independent Link Check modules, a differential pressure relief valve located between and below the two modules, two drip tight shutoff valves, and required test cocks. Link Check modules and relief valve shall be contained within a sleeve accessible single housing constructed from 304 (Schedule 40) stainless steel pipe with groove end connections. Link Checks shall have reversible elastomer discs and in operation produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter registering either gallon or cubic measurements, a reduced pressure zone assembly and required test cocks. Assembly shall be Colt C500, C500N, C500Z as manufactured by the Ames Company. I NOTICE .J The information contained herein is not intended to replace the full product instal- lation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and prod- uct safety information before beginning the installation of this product. C500N OSY I Job Name Job Location I Engineer Approval Contractor Approval Contractor's P.O. No. Representative Ames rue & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Axles Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. I I I ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY - NOT IN SCOPE Configurations Available Models Horizontal Suffix: "Z" pattern horizontal "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) Maximum Working Pressure: 175psi (12.1 bar) Dimensions - Weights C500, C500N, C500Z SIZE II]IjIi1(IIi.' WEIGHT in. mm A in. mm C (OS' in. mm 0 in. mm 6 in. mm H in. mm I in. mm J in, mm M in. mm P in. mm C500 lbs. kgs. C500N lbs. kgs. 21/2 65 301/4 781 16% 416 61/2 165 291/16 738 211/2 546 151/2 393 813/16 223 211/4 540 133/16 335 142 64 150 68 3 80 311/4 806 187/8 479 611A6 170 301/4 768 221/4 565 171/8 435 9Y16 233 23 584 141/2 368 162 73 175 79 4 100 333/4 857 223/4 578 7 178 33 838 231/2 597 181/2 470 91V16 252 261/4 667 15Yi6 386 178 81 201 91 6 150 431/2 1105 301/8 765 81/2 216 443/4 1137 331/4 845 23Y16 589 13Y16 332 321/4 819 19 483 312 142 353 160 8 200 493/4 1264 373/4 959 91Y16 246 541/8 1375 401/8 1019 27?/16 697 1511/16 399 367/8 937 21Y16 538 497 225 572 259 10 250 573/4 1467 453/4 1162 11Y16 285 66 1676 491/2 1257 321/2 826 17V16 440 441/2 1124 24 610 797 362 964 437 I I I I I Li I I I I I I I I OSY - UL/FM outside stem and yoke resilient seated gate valves BFG - ULJFM grooved gear operated butterfly valves w/tamper switch *jy FxG - Flanged inlet gate connection and grooved outlet gate connection GxF - Grooved inlet gate connection and flanged outlet gate connection *Q5y GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* "Consult factory for dimensions SIZE(ON DIMENSIONS WEIGHT in. mm 6 in. mm H in. mm I in. mm J in. mm M in. mm P in. mm C500BFG lbs. kgs. 21/2 65 321/2 826 23 584 151/2 394 91/2 241 193/4 502 1513/16 402 81 37 3 80 34 864 24 610 16/16 414 101/16 256 211/4 540 161/8 410 84 38 4 100 351/4 905 251/2 648 173A6 437 1015A6 279 231/2 597 165/s 422 101 46 6 150 1 461/2 1181 1 351/4 895 201/2 521 1 131/2 343 1 271/4 692 19 483 174 79 Noryl® is a registered trademark of SABIC Innovative PlasticsTM I 1 I DSI 4" (100mm) 26 22 10 A d Flow z N H O 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY - NOT IN SCOPE Approvals Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps ®CIP *$SIp4 ** Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. ® c FM ' UI. 'us • Rated Flow identifies maximum continuous duty '..II' Approved performance determined by AWWA. 1047 B64.4 (BFG & DSY Only) • UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. For additional approval information please contact the factory • AWWA Manual M22 [Appendix C] recommends or visit our website at www.amesfirewater.com that the maximum water velocity in services be not more than 10fps. Capacity UL/FM Certified Flow Characteristics N&Z Flow characteristics collected using butterfly shutoff valves. Horizontal ______ N - Pattern -----Z - Pattern 2½" (65mm) Service flow Rated flow *UL Rated Flow liz 14 N ff 14 0 12 H 10 61 I II I II I I II 50 100 150 200 250 300 350 gpm 190 380 570 760 950 1140 1330 1pm 7.5 15 fps psi 6" (150mm) 18 Service flow Rated flew UL Rated Flow ________ ________ ______ ________ 16 z ___ N In 14 _____ 12 H — 10 6 300 600 900 1200 1500 gpm 1140 2280 3420 4560 5700 1pm 7.5 12 fps psi 18 16 psi 16 14 3" (80mm) 8" (200mm) N z H aervice now nawo now UL flalea nob, I I z N H 6 ioo 200 380 760 7.5 300 400 500 gpm 1140 1520 1900 1pm 15 fps 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps 10" (250mm) 16 PSI Service flew Rated flow *UL Rated Flow 14 I 11It 0 500 1000 1500 2000 2500 3000 3500 gpm 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps SWITITITTM Inquire with governing authorities for local installation requirements I ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY - NOT IN SCOPE FIRE &WATERWORKS A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWater.com USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • AmesFireWater.com ES-A-0500/C500N/C500Z 1417 © 2014 Ames Fire & Waterworks I I I I I I Li I Li Li I I I I I I I I I El ri I I PIPE Li 1 El El El n I I I I I I I I When you specify Allied Schedule-10/Schedule-40 - M-C OAT sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-l0lSchedule-40 - M-COAT gives you the extra quality assurance you demand. Our Sch-10 (11/4"_ 8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Hydrostatic Pressure I JJ NPS No*MI Nominal I.D. Nominal Wt. Wt. (H2Q.$i1t) CRR lrcmm O.D. In; mm ...jn; mm Wall In; mm Lbs/Ft; kg/rn Lbe/I kg/rn - 1.315 0.133 ' 2.05 1 25 33.4 26.6 .. 3.38 . 3.05 - 1¼" 1.660 1.380 2.270 2.93 1 32 42.1 1 35.1 . 3.39 4.36 - 1112 1.610 ,-G.145 20 3.61 40 48.3 40.-' 3.68 5.37 - 2.375 ,A67 0.154 3.656 5.13 1 50 60.3- 52.5 1 3.91 5.4 2½" ,-875 2.469 0.203 5.80 7.86 -.. 1 73 62.7 5.16 1 8.6 11.73 NPS Nominal Nominal I.D. Nominal Wt. Wt. (H20 Filled) CRR i;mm O.D. In; mm In; mm Wall In; mm Lbs/Ft; kg/m Lbs/Ft; kg/rn I - 1¼" 1.660 1.442 0.109 1.810 2.525 7.0955 32 42.2 36.6 2.77 2.7 3.75 - 11/2 1.900 1.682 0.109 2.09 3.04 5.6570 40 48.3 42.7 2.77 3.1 4.52 - 2.375 2.157 0.109 2.640 4.22 4.5827 50 60.3 54.8 2.77 3.9 6.28 - 2/2" 2.875 2.635 0.120 3.530 5.89 3.5196 65 73 66.9 3.05 5.26 8.77 - 3.500 3.260 0.120 4.34 7.94 2.5550 75 88.9 82.8 3.05 6.4 11.82 - 4.500 4.260 0.120 5.62 11.78 1.6020 100 114.3 108.20 3.05 8.3 17.53 - 5.563 5.295 0.134 7.78 17.33 1.4874 6.625 6.357 1 0.134 1 9.3 1 23.03 51 150 168.3 161.5 3.40 13.8 34.27 L_ '' iiiij APPRDVED I I I I I I I I I I I ® Galvanized Pipe Schedule-10/Schedule-40 - M-COAT product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. ® Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit fire sprinkler pipe products up to 4.500" in diameter are coated with M-COAT, an advanced MIC coating that is FM approved for use in hybrid sprinkle systems. ® American made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. ® Specifications & Approvals Schedule-10/Schedule-40 - M-COAT pipe are in compliance with the following: ASTM A-1 35, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com (70"Y allied • 16100 S Lathrop Ave. • 11350 Norconi Rd. • 2525 N 27th Ave. TUBE & CONDUITS Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 I ,w A F ...... - 02013 Atkore International, Inc. All Rights Reseed. STP-S4-3-1301 MEGA-FLOW SPECIFICATIONS NPS NOM DID NOM ID UL CRR* MEGA-FLOW Mega-Flow Schedule 5c0du Mega-Flow Schedule Nominal Pcs./Llft 10 4 11% 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 1.900 1.740 1.682 1.610 2.64 1.00 1.556 61 2 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 2½ 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4 4.500 4.316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6.395 6.357 6.065 .75 1.00 8.000 10 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). MEGA-THREAD SPECIFICATIONS NPS NOM OD NOM ID UL CRR' MEGA-THREAD schedule Nominal Schedule! 40 I Mega-Thread 40 L.W.T. Pipe 1 Mega-Thread Pcs./Llft 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 1¼ ] 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 11/2 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 2 2.375 2.117 2.067 1.00 1.00 .25 3.094 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). @ C & < APPROVED PROJECT: ENGINEER: LOCATIONS: o 700 South Dock Street infowheatland.com Sharon, PA 16146 wheatland,com P 800.257.8182 Follow us on Twitter: F 724,3463260 @Wheat!andTube CONTRACTOR: DATE: SPECIFICATION REFERENCE: SYSTEM TYPE: COMMENTS: 0 MEGA-THREAD-HOT-DIP GALVANIZED WFS-051516 f WheatUand Tube A DIVISION OF ZEKEL MAN INDUSTRIES FM Approved and Fully Listed Sprinkler Pipe Wheatland's Mega-Flow steel fire sprinkler pipe is FM Approved for roll-grooved, plain-end and I welded joints for wet systems; and UL, C-UL and FM Listed for use with roll-grooved, plain- end couplings and welded joints for wet, dry I preaction and deluge systems. Mega-Thread is FM Approved for use in wet systems and is UL, C-UL and FM Listed for wet, dry and preaction sprinkler systems. I Approvals and Specifications Both products meet or exceed these standards: ASTM A795, Type E, Grade A NFPA 13 and NFPA 14 I . Mega-Thread is approved for standard hanger spacing Manufacturing Protocols I Mega-Flow and Mega-Thread are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. 1 Finishes and Coatings Mega-Flow black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outlasts I standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Mega-Thread is hot-dip galvanized I to meet FM requirements for dry systems and is safer to weld than many zinc-coated, light-wall threadable products. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. As the leading supplier of steel spinkler pipe, we understand that there are no second chances in fire suPpression. You need products of eidurng quality and exceptional strength—plus reliable service. You need Bull Moose. BullI ['i'i'iiFire SprinklerfliProductIinformation EF 1.660 1.900 2.315 1 2.875 3.500 4.500 I.D. (ir) 1.530 1.128 2.203 1 2.705 3.334 4.310 - Empt4 Weig7:t (Ib1ftl 1.222 1.844 2.809 3.361 4.968 Wate Filled Weigit Ibft) 2.019 2.860 5.299 1.144 11.290 Piece; 1.YB 3.44 1.66 1.00 per Lt 1.00 Lift 61 19 C.R.R. 61 43.S82 30 19 W2ights) 21 12ngth5 1565 2,362 1,110 1,341 Wnight (JDs) 2 lengths 1,982 Lift 1,789 2,700 , 2,022 1,533 2,265 Lift waight ODs) 25' lengths 1,864 2,812 2,155 2,107 1,596 2,360 I I I L EDDY FLOW ADVANTAGES: UL listed (US & Canada) and FM approved ASTM A135 and A95 Type E, Grade A Certified Complies with NFPA-13, 13R and 14 Industry-leading h'idraulic characteristics CRR of 1.0 and greater All pipe NDT weld tested C Iva US LISTED APPROVED OTHER BENEFITS/SERVICES: We fave the most stocking locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard II'bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe® red or black pipe eliminates field painting Compatible for use in wet, dry, preactior and deluge sprinkLer systems The only maker with EPDs (to help earn LEED points). (] - z2 ONFU NPPA 800.325.4461 saIeS@BuIIMooseIndustri2s.com - I I F I I As the Leadng supplier of steel sprinkler pipe, we understand that there are no second chances in fire supressioro. You iced oroducts of eiduring quality and exceptional strength—plus reliable service. You ieed Bull Moose. Bull MaoSe Fire Sprinkler Pipe Product information 0.0. (in) 1.295 1 1.650 1.901 2.375 I.D. (in) 1.083 1.418 1.654 2.123 - Empty Weigt (lb/It) 1.461 2.070 2.547 3.308 4.842 - Water Filled Weight (lb/It) 1.860 2.754 3.463 I C.R.P. 1.00 1.00 1.0C 1.00 Piece; per Lilt 70 51 44 30 Lift Weight) s) 21 lengths 2,148 2,217 2,353 2,084 -. — Lift Weight) 3s) 24 lengths 1 2,454 1 2,534 2.690 2,382 Lift Weight (os) 25 lengths 1 2,557 1 2,639 2,802 2,481 I I I I EDDYTFIREAD 40 ADVANTAGES: UL listed (US & Canada) and FM approved ASTM A135 and, A795 Type E, Grade A Certified Comp ies with NFPA-13, 13R and 14 Industry-Leading hydraulic characteristics CRR 0 1.0 and greater All pipe NDT weld tested c®us LISTED (•1. APPROVED ¶1_1.41 OTHER BENEFITS/SERVICES: We have the most stocking locations in the in&sty, for best delivery and availability Plain end or roll groove Eddy Guard II'bacteria-esistart internal coating Custom length options Hot dipped galvanization Reddi-Pipe° red or black pipe eliminates field painting Compatible for use in wet, dry, preactior and deluge s;Drinkler systems ' The only maker with EPDs (to help earn LEED points). mL ONFSA 1%•l '-' •°-, 6GO.325.4461 saIesBuDMooseIidustris.com I I I I 1 I I I I FITTINGS [1 LI I I I I I I I I I I I I Ductile Iron Threaded Fittings I I Ll I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I SMITHJIOOPER® INTERNATIONAL Ductile Iron Threaded Fittings 4> branded ductile iron threaded fittings are UL Listed and FM Approved at 500 psi Rated to 300 WSP Ductile iron castings conform to ASTM A536 c®Lus LISTED Fitting dimensions conform to ASME B 16.3 Bushings and plugs conform to ASME B16.14 FM Fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 Temperature Degrees F Working Pressure, Nonshock psiG 300# Class Threaded Fittings -20 to 100 500 150 500 200 . 480 250 460 300 440 350 420 400 400 380 .360 500 550 340 600 320 300 C&US APPROVED LISTED Fig. 35E 3_900 Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0.2 3/4 35E 3006 1.31 70 140 0.3 1 35E3010 1.50 40 80 0.5 1-1/4 35E 3012 1.75 1 25 50 0.8 1-1/2 35E3014 1.94 18 36 1.1 2 35E 3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 I I I Fig. 35RE3 - 900 Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner Master 3/4 x 1/2 35R83006004 1.20 1.22 80 160 0.3 1 x 1/2 35RE3010004 1.26 1.36 70 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 0.4 i1J7' 35RE30 12004 1.34 1.53 35 70 0.5 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4x1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2x1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2X3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2x 1 35RE3014010 1.65 1.80 20 40 0.8 ..1112±1!. 2x1/2 35RE3014012 1.82 1.88 18 36 1.0 35RE3020004 1.60 1.97 18 36 1.0 2x3/4 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 2x1-1/2 351RE3020012 1.90 2.02 2.10 12 24 1.3 35RE3020014 2.16 10 20 1.5 2-1/2 x 1-1/2 2-1/2 x2 35RE3024014 2.16 2.51 6 6 12 2.2 2,5 35RE3024020 2.39 2.60 12 I Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 0.98 1.13 150 300 0.2 3/4 1 35F3006 80 160 80 0.3 35F3010 40 0.5 0.7 1-1/4 35F3012 1.29 1 25 50 --T-1 12 35F3014 1.44 20 40 1 1.0 2 35F3020 1.69 10 20 , 1.6 2-1/2 35F3024 1.95 4 8 2.7 I L Fig. 35F 3-45° Elbow i - uri -3V; !III! I Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 3513004 1.13 80 160 0.3 351 3006 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 35T3012 1.75 10 20 1.1 1-1/2 35T3014 1.94 10 20 1.5 12 35T3020 2.25 6 ' 12 2-1/2 35T3024 2.70 4 8 4.3 1 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com I APPROVED Fig. 35RT3 - Reducing Tee LISTED Size in Part Number A in B in C in Packing Weight lb Inner IlVlaster 3/4x1/2 35R13006004 1.20 1.20 1.22 60 120 0.4 lx 1/2 35RT3010004 1.26 1.26 1.36 30 60 0.6 1 x1/2x1 35RT3010004010 1.50 1.36 1.50 30 60 0.6- 1 x 3/4 35RT3010006 1.38 1.38 1.45 25 50 0.61 1x 3/4 x3/4 35R13010006006 1.38 1.31 1.45 35 70 0.6 1 x 3/4 x 1 35RT3010006010 1.50 1.45 1.50 25 50 0.7 1-1/4x 1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4x1/2x1-1/4 35R13012004012 1.75 - .53 - .75 25 50 0.9 1-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4 x 3/4 x1-1/4 1-1/4x1 35R13012006012 1.75 1.62 1.75 20 40 1.0 35R13012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1x1/2 - 35RT3012010004 1.34 1.26 1.53 25 50 0.7 1-1/4 x1x3/4 35R13012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x 1 x 35RT3012010010 1.58 1.50 1.69 20 40 0.9 1-1/4x1x1-1/4 35R13012010012 1,75 1.69 1.75 15 30 1.0 1-1/2x1/2 1-112x 1/2x 1-1/4 35RT3014004 35R13014004012 1.41 1.41 1.66 16 32 1.0 1.1 1.81 1.56 1.88 24 48 1-1/2x1/2x1-1/2 35RT3014004014 1.94 1.66 7.94 12 24 1.2 - 1-1/2x3/4 35R13014006 1.52 1.52 1.75 16 32 1.1 1-1/2 x3/4x1-1/4 35RT3014006012 35R13014006014 1.94 1.66 1.88 20 _4Q... 1.1 1-1/2x3/4x1-1/2 1.94 1.75 1.94 18 36 1.2 1-1/2x 1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35R13014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 35RT3014010010 1.50 1.44 1.75 16 32 0.9 1.0 1-1/2x1x1 1.65 1.50 1.80 16 32 1-1/2x1xl-1/4 35R13014010012 1.82 1.67 1.88 12 - 24 1.2 1-1/2x1x1-1/2 35RT3014010014 35R13014012 1.94 1.80 1.94 12 24 1.3 1-1!2x1-1/4 1.82 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35R13014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4 x1 1-1/2x1-1/4 x3/435RT3014012006 35R13014012010 35R13014012012 1.52 1.45 1.75 16 32 1.0 1.65 1.58 1.80 16 32 1.1- 1.3 1-112 x 1-1/4 x 1-1/4 1.82 1.75 1.88 14 28 1-1/2x 1-1/4 x 1-1/2 35R13014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35RT3020004 35RT3020006 35R13020010 35R13020010020 1.49 1.60 1.49 1.88 1.97 10 10 20 20 1.5 1.6 2x3/4 1.60 271 2x 1 x2 1.73 1.73 2.02 8 8 16 16 16 1.7 1.9 1.9 2.0 2.1 2.25 2.02 2.25 2x1-1/4 2x 1-1/4 x2 35RT3020012 35RT3020012020 35RT3020014 1.90 2.25 1.90 2.10 2.25 8 2.10 8 16 16 2 x 1-1/2 2.02 1.49 1.60 1.73 2.02 1.41 2.16 8 2x1-1/2x1/2 2 x 1-1/2 x3/4 2x 1-1/2 x 1 35RT3020014004 35R13020014006 1.88 10 20 20 1.3--- 1.4 1.5 1.52 1.97 2.02 10 35RT3020014010 1.65 8 16 2x1-1/2x1-1/4 35RT3020014012 ' 1.90 1.82 2.10 8 16 1.7 1.8 2x1-1/2x1-1/2 35R13020014014 2.02 1.94 2.16 8 16 Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4 x 1 35BT3006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35BT3010012 35813010014 1.67 1.80 1.67 1.58 20 40 0.9 1.0 1 x 1-1/2 1.80 1.65 15 30 1-1/4x1x1-1/235BT3012010014 35BT3012014 35BT3012020 - 35B13014012020 35BT3014020 1.88 1.88 1.80 1.88 1.82 15 30 1.2 1.3 1.6 - 1.8 1.8 1-1/4x1-1/2 1.82 15 30 1-1/4x2 1-1/2x1-1/4x2 2.10 2.16 2.10 1.90 10 20 2.10 2.02 10 20 1-1/2x2 2.16 2.16 2.02 8 16 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.srnithcooper.com 112 I I I I I I I I I I I I I I I I I U II Size in Part Number A in Packing Weight lb Inner Master 35CP3004 CPfl067 35C P301 35CP3012 1.38 200 400 0.1 3/4 1.63 100 200 0.2 1 2.00 60 120 0.4 1-1/4 25 70 0.5 1-1/2 35CP3014 2.19 0.7 2-1/2 5300 2.62 15 30____ 2.2 35CP3024 3.00 9 18 Fig. 35RC3 - Hex Reducing Coupling I Size in Part Number A in Packing Weight lb Inner Master I 1 x 1/2 35RC3010004 1.69 80 160 0.3 lix 3/4 1-1/4 x 3/4 12x 1 (not hex) 35RC3010006 35RC3012006 35RC3020010 1.69 60 120 0.4 2.06 40 80 0.6 2.81 20 40 1.0 C&US APPROVED Fig. 3503 - Straight Coupling with Ribs LISTED I I I 75;~o~~ ~110 All Iii Fig. 35U 3- Union with Brass Seat Size in Part Number _ A in Packing Weight lb Inner Master 1 - 1-1/4 1-1/2 35U3010 35U 3012 35U 3014 2.19 2.50 20 40 1.0 1.2 1.7 15 30 20 2.62 10 2 - 35U 3020 3.12 6 12 - 2.4 I I 1 171 Fig. 35HB3 - Hex Bushing Size Part Number U A in Packing Weight lb Inner Master 1 x 1/2 35HB3010004 1.06 180 360 0.2 35HB3010006 35H83014010 1.06 180 360 0.1 1-1/4x1 1.19 90 180 0.2 1-1/2x1 1-1/2x1-1/4 2 x 1 1.25 75 150 0.4 35HB3014012 35HB3020010 40 150 0.3 0.6 1.38 0 - 80 2x1-1/4 2 x 1-1/2 35HB3020012 35H83020014 1.38 40 0.6 0.6 1.38 40 80 Fig. 35SP3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master -1/2 35SP3004 0.94 1.12 600 1200 0.07 3/4 1 1-1/4 1-1/2 35SP3006 35SP3010 35SP3012 35SP14 30 35SP3020 350 700 0.1 0.1 1.25 200 400 1.37 1.44 100 200 0.3 80 160 0.4 2 1.50 45 90 0.6 I I 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323)890-4456 9 wwwsmithcooper.com <E> APPROVED Fig. 35X 3— Cross LISTED AI Size Part Number A in Packing Weight lb Inner Master 1.50 20 40 16 0.9 1.4 1.8 1-1 - 35X 3014 1-1/2 2 35X 3020 2.25 12 Fig. 35RX3 - Reducing Cross I Size I Part Number in in Packing Weight I lb inner Master 67 1.58 15 30 1.2 I 1-1/2x1 __ 1.73 1.4 I 2 T 1 35RX3020010 2.02 2.0 Fig. 35C 3 — Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 1 3503010 1.16 110 220 0.2 1-1/4 35C3012 1.28 70 140 0.4 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 0.8 2-1/2 350 3024 1,70 1 18 36 1.6 Fig. 35BC3 - Beam Clamp ____ ______ Weight lb Inner ___ ________ Master -1 ________ ______ _______ ______ 5 0.3 35BC3004 0. I I SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.srnithcooper.com 114 FireLock® Rigid Coupling STYLE 005 WITH VIC.PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock® Style 005 rigid coupling has a unique, 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. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This PATENTED reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. It Gasyt System VicPIusTM Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The VicPlusTM 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. Exaggerated for clarity I 17 LISTING/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 Ei1L1 - psi LL I Related Gav Working 14-2 300 14-2! 300 4-6 3006 1¼-4 N/A 1 1/4 -2 300 14-2 300 1¼-4 300 Stead5-8 iiJ si MT STE TF - WLS XL Related lisp] Working Pressure - LllJ 1 ¼-2 300 N/A 11%_4 N/A N/A 14-2 N/A N/A 3-8 N/A N/A 11/4- 21 300 300 1¼-3: 300 300 psi 5 10,40 BLT DF DT [F 14-3 175 175 175 EL ET EZ FF GAL-7 MLT ME N/A N/A N/A N/A N/A 300 N/A 300 . N/A N/A N/A N/A I N/A 30 N/A 300 300 300 N/A 300 1¼-4 350 350 350 300 300 300 1¼-2 300 300 N/A 1¼-4l 300 300 300 1¼_21 300 300 j N/A 1'/-4, 175@ N/A 175 'FM approved for service in 1 ½ - 4 pipe. P UL Listed for service up to 4 pipe only. @ UL Listed for service up to 3' only. I I I I JOB/OWNER System No. Location CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved Date Para I www.victaulic.com vicuic IS REGISTERED TRADEMARK OF ViCTAULiC COMPANY. © 2006 ViCTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA, XOAC—ta _U1 ii d REV-1 10.02_1 I I I I I I I I I I I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VICPLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) U I Max. End Load IF I'N Ii Wgt. Each _______ __________ __IJ II IIj Ii Ij ____ IJ U u .....2._. 1 ¼ 1.660 350 755 1 0.05 2 - %x 2¼ ....... 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 148 0.5 1½ 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 I 4415 2-3/sx2¼ 1.2 76 121 148 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 50 60.3 2413 6900 2 -s/s x2½ 1.7 89 133 I 148 0.7 21/2 2.875 350 2270 0.07 4.00 5.75 1 1.88 1.9 65 73.0 2413 10110 2-~x2½ 1.7 102 146 I 148 .09 3.000 350 2475 0.07 4.13 5.75 1.88 1.9 76.1 mm 76.1 2413 11010 1.7 2-3/ax2½ 105 146 I 148 0.9 3 3.500 350 i 3365 0.07 4,63 6.13 I 1.88 2,1 80 88.9 2413 14985 1.7 2 _3/ x 21/2 118 156 I 148 1.0 4 4.500 350 5565 0.16 5.75 7.25 1 2.13 3.1 1 114.3 2413 24770 2 _3/00 4.1 2½ 146 184 54 1.4 108.0mm 4.250 300 4255 0.16 2-%x2½ 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 45 125 141.3 2068 32445 4.1 2 - ½ 3 175 229 54 2.0 133.0mm 5.250 300 6495 0.16 2-½x234 6.63 9.00 23 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7mm 5.500 300 7125 0.16 2-½x2~ 6.88 900 2.13 4.8 139.7 2068 ; 31715 j 4.1 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 2-½x3 203 254 53 2.3 159.0 mm 6.250 I 300 9200 0.16 2-½x234 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 __ 5/. 2- x 4¼ 10.50 13.14 2.63 11.3 200 219.1 ' 2068 78000 48 267 334 67 5.1 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 perfor- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ 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. 5 Style 005 couplings are VdS and [PC Approved to 12 Bar/175 psi. U I I I I I I I I I I DIMENSIONS X 9 Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 1/4 - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4¼ - 8/108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. E I I I www.victaulic.com Jl$,ftI' VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02006 VICTAULIC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02_2 REV _I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM - Type A Vic-PIus' Gasket System (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_pIUSTm Gasket System, requiring no field lubrication for most installation conditions. 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 0°F/-18°C 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. I I I I I I I I I www.victaulic.com VIcTAuLIC IS A REGISTERED TRADEMARK OF VICTAULIc COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV-1 4t auI ic° 10.60_3 I I I I I I I I I I I I I I I I 1 I I I I I I I I I FireLock® Rigid Coupling STYLE 005 WITH VIC-PLtJSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 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. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. III IIII I IV I III IIlIlllUIIIII 11111111 III III WCAS-697KR4 For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2006 VICTAULIC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02 '4tauIiC I FireLock EZ® Rigid Coupling STYLE 009N The FireLock EZ Style 009N coupling is a rigid, installation-ready coupling for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009N couplings are recommended for use ONLY on fire protection systems. 11/4 i 175 . 365 365 365 365 32 1206 2517 2517 2517 2517 1½ 175 365 365 365 365 40 1206 t 2517 2517 2517 2517 2 - 175 365 365 365 365 _50 12O6_L22517 j2.517 2Sl7 21h N/A 365 365 365 365 I 2517 2517 1 2517 2517 761 mm WA 1 365 365 365 365 2517 2517 2517_,_2517_ 3 80 ' 365 365 365 2517 I 2517 2517 365 2517 108 mm . Refer to Submittal 10.61 N/A 365 365 365 365 100 I 2517 2517 2517 2517 133 mm Refer to Submittal 10,61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 61 t50 I Refer to Submittal 10.61 * Listed/Approved for wet and dry pipe systems (> —40°F/-40°C) for continuous use in freezing conditions, use of silicone gaskets is recommended. Please refer to the Victaulic Installation Manual (1-009N/009H) for details concerning when supplemental lubrication is required. I I I I I I I U I I I I I PATENTED 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. Standard Pipe I I I I JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date____________________________________ www.victaulic.com -,t A—c—ta—Ulid vlcrAuuc IS A REGISTERED TRADEMARK OF vICTAuLIc COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV _B 10.64_1 r,Lw.L!uI r-.I Cl a MT 1 ¼ - 2 300 I 300 2068 2068 - MLT 1 ¼ - 2 N/A 300 2068 - ST 1¼ N/A 300-2 2068 STF E 1¼-4 N/A 300 2068 TF 2¼ -4 N/A 3 0 20608 - WLS 11/4 -2 300 2068 I 300 2068 - WST 1¼-2 N/A 175 1206 XL 1 1/4 -2 300 00 I 23068 2068 I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.64 FireLock EZ® Rigid Coupling STYLE 009N LISTINGS/APPROVALS Speciality Pipe BLT 11/-2 300 I 300 EZT 1 V - 2 300 300 - 20684 2068 300 300 - 2068 300 2068 300 OF 1 V - 4 2068 .2068 FF 1 1/4 -4 2068 2068 DT 1 1/4 1/ 2 300 300 1 1/4 -4 N/A 300 11/4 -4 2 115 EF FLT 1 1/4 -2 N/A 300 6 1206 2068 EL 1¼-2 300 300 FLTL 1¼-2 N/A 300 2068 2068 2068 ET40 1 1/4 - 2 300 300 GL 1 1/4 L 2 300 300 - 2068 2068 - 2068 2068 EZF 3-4 300 300 I MF 1 300 - 4 300 I I I I I I I I I I I I I I I I I I _,htauiicr REV_B Ice I__ In 0231 1¼ 1.660 365 790 0.10 2 3% x 2 3.10 4.90 2.70 4.90 1.92 1 14 32 42.4 2517 3514 2.54 -M10x2 79 124 69 124 49 0.7 11/2 1.900I365l103500T2-3/8 x2 330 5.10 3.00 570 1.92 40 48.3 2517 4604 2.54 - Mb 0 x 2 84 129 76 129 49 0.7 2 2.375 365 1616 0.12 2-¼x2 3.90 5.60 3.50 5.60 1 1.95 1.9 50 60.3 2517 7193 3.05 -M x 2 99 142 89 142 50 0.9 2½ 2.875 365 2370 0.12 2 - /s x 2½ 4.50 6.10 4.00 f 6.10 1.95 2.1 65 73.0 2517 10542: 3.05 -Mb0x2½ 114 155 102 155 50 1.0 761mm 3.000 365 2580 0.12 2 - x 2½ 4.56 6.00 4.05 6.06 1.94 2.1 76.1 2517 11476 3.05 -MID x2½ I 115.7 152.5 1 102.8 1539 49.2 1 1.0 3 3.500 365 3512 0.12 2 - /s x 2 1/2 5.10 6.70 4.60 6.70 1.95 2.3 80 88.9 2517 15622: 3.05 -Mb0x2½j 129 170 117 170 50 1.0 108 mm Refer to Submittal 10.61 4 4.500 365 5805 0.17 2 - /r x 2 1/2 1 5.95 7.80 5.54 I 7.47 2.14 2.9 100 114.3 2517 25822 4.32 - MiOx 2½ 1 151 i 199 • 141 190 55 I 1.3 133 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10:61 165.1 mm Refer to Submittal 10.61 Refer to Submittal 10.61 150 STYLE 009N DIMENSIONS In STYLE 009N PRE-ASSEMBLED (PUSH ON CONDITION) STYLE 009N JOINT ASSEMBLED * 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 page 1 of this document for Listed/Approved ratings on other pipe. WARNING FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown in the chart on page 1, specific to pipe schedule and size. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. www.victaulic.com vIcTAuLIc IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.642 I I I STYLE 009N I 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: I . Orange enamel (North America, Asia Pacific) Red enamel (Europe) Optional: Hot dipped galvanized Gasket: I . Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. I .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 I GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N couplings, use FireLock No. 006 end caps containing the EZ" marking on the inside face or No. 60 end caps con- taining the QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used I with Style 009N couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop, that once installed provides the same benefits as a FlushSeal gasket for I dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. I INSTALLATION See publication: 1-009N/009H. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. I. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be I installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. I For complete contact information, visit www.victaulic.com 10.64 7072 REV B UPDATED 02/2013 ictauIic vicTAuLic IS REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. © 2013 viclAuLic COMPANY. ALL RIGHTS RESERVED. 1 10.64 Coupling STYLE 75 I I I I d Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. I Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-290C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I JOB/OWNER System No. I Location - CONTRACTOR ENGINEER Submitted By Spec Sect Para Date Approved Date____________________________________ I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2005 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H -1 ~ 6 Atau kc° 06.05_i H I I I I I I I I 1 I CARBON STEEL PIPE - GROOVED COUPLINGS Coupling STYLE 75 06.05 DIMENSIONS U(T!IrI1I. 11Feflect. Fr. CJ B.It/Nul@ INo Sizei - .]nnernions Inches/mm - Approx. ME % I , Wgt. Each 1 1.315 1 500 680 0-0.06 0.57 2.38 4.27 1.77 1.3 25 33.4 3450 3025 2' - 43' 0-1.6 48 2-53x2 61 108 45 0.6 1¼ 1.660 500 1080 0-0.06 0.45 2.68 4,61 1.77 1.4 32 42.2 3450 4805 0-1.6 T - 10 38 2-~x2 68 117 45 0.6 1 /2 1.900 500 1.420 0-0.06 0.40 1 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 - 1 56' 33 2-3/8 x2 74 122 45 0.6 2 2.375 500 2.215 0-0.06 0.32 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0-1.6 - 31' 26 2-4 a 2 87 133 48 0.8 21/2 2.875 500 3.245 0-0.06 0.26 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0- 1.6 - , 22 2 -/8 a 2 98 144 48 0.9 76.1 mm 3.000 500 3.535 0-0.06 1 -12' 1 0.26 2 _3/ x 2 4.00 5.90 1.88 1.9 76.1 3450 15730 0-1,6 I 22 102 150 48 0.9 3 3.500 500 4.800 0-0.06 I 0 22 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0-1.6 - 1 2' 18 2-½x234 114 178 48 1.3 3½ 4.000 500 6.300 0-0.06 0.19 0'-5-l' 2-½x2~ 5.00 7.50 1.88 2.9 90 101.6 3450 28035 0-1.6 16 127 191 48 1.3 4 4.500 500 7.950 0-0.13 I 0.34 1 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0-3.2 -36' 28 2- ½ x2 ~ 147 204 54 1.9 108.0mm 4.250 450 6.380 0-0.13 - 1 41' 0.35 2 - 12 a 70.0 5.55 7.79 2.13 3.7 108.0 3100 28395 0-3.2 29 141 198 54 1,7 4½ 5.000 450 8.820 0-0.13 1' -26' 0.25 2 - /8 5 3¼ 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0-3.2 21 156 240 54 2.5 5 5.563 450 10.935 0-0.13 1 18 0.27 I 2- ½ a 3/ 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 23 175 256 54 2.6 133.0mm 5.250 450 9.735 0-013 21' 0.28 - 6.55 I 2-16x82.5 9.37 2.13 6.0 133.0 3100 43325 0-3.2 24 I 166 238 54 2.7 139.7mm 5.500 450 10.665 0-0.13 18' 0.28 - 6.80 I 2-¼x3¼ 9.59 2.13 6.3 139.7 3100 47460 0- 3.2 24 173 244 54 2.9 152.4mm 6.000 450 12.735 0- 0.13 C 12' 0.21 - 2 /8 a 3/ 7.38 - 10,48 1.88 6.2 1524 3100 ' 56670 0-3.2 18 187 266 48 2.8 6 6.625 450 15.525 0-0.13 1' 5' I 0.23 8.00 11,07 2.13 I 7.0 150 168.3 3100 69085 0-3.2 - 2-¼x3¼ 18 203 281 54 I 3.2 Continued on page 3. t @ * Refer to notes on page 3. U 0-/-~ i r- Z X m I I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.05_2 \4taulicr REV-11-11 I I I I I I I I I I I I I I I I I CARBON STEEL PIPE - GROOVED COUPLINGS Coupling STYLE 75 06.05 DIMENSIONS '4 Max. Work iI! @ : Dimensions_tr- Approx. Wgt. Each J0I 159.0mm 6250 450 13800 0 0.13 .. , - 0.24 2- 16x82,5 7.63 10.49 2.13 6.8 159.0 3100 61405 0-3.2 20 194 266 1 54 3.1 165.lmmt 6.500 450 14.940 0-0.13 - 0.23 2_s/e x3lA 7.84 10.66 2.06 7.2 165.1 3100 66483 0-3.2 19 199 271 52 3.3 203.2mm# 8.000 450 22.635 - 0-0.13 0 54' 0.16 2-~x4¼ 9.72 13.33 2.31 12.6 203.2 3100 100725 0-3.2 13 247 339 58 5.7 8 8.625 450 26.280 0-0.13 o 0 2-~x4¼.18 10.34 13.97 2.32 12.4 200 219.1 3100 116945 - 0-3.2 14 263 355 i 59 5.6 10.000 254.0mm#- 350 27.500 0-0.13 0 43 0.15 2-7/3 x51/2 12.16 15.81 I 2.53 20.8 254.0 2400 122375 0-3.2 11 309 402 64 9.4 304.8mm# 12.000 350 39.500 0-0.13 o ' - 36 0.13 2-7/3 x51/2 14.16 17.69 I 2.53 23.6 304.8 2400 175775 0-3.2 9 360 449 64 10.7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 - 31/2/20 -90 mm; 25% for 47100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. Iwo 131 1311, 1 .-- I I I I www.victaulic.com ic I VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H 06.05_3 [1 I I I I I I I I I I Coupling STYLE 75 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. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I I I I I I I I I I I I I I I ID liii 11111 II IIlIIII lviii iii lii iii ii Iii WCAS-6QAQQT \4tauIic I I For complete contact information, visit www.victaulic.com 06.05 1470 REV H UPDATED 9/2006 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.05 I Reducing Coupling STYLE 750 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS I I The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe during vertical systems assembly is available upon request. Exaggerated for clarity I I h I MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel Optional: Hot dipped galvanized and others Gasket: (Specify choice*): Grade "E" EPDM (All other sizes) EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Optional: Assembly Washer: Galvanized, carbon steel 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 I I I I I [I I I JOB OWNER System No. Location CONTRACTOR Submitted By Date ENGINEER Spec Sect Para___________ Approved Date I www.victaulic.com VIcTAULIc IS A REGISTERED TRADEMARK OF vICTAuLIC COMPANY, © 2006 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H I --t Ac- _tz I U -1ic° 06.08_i I Ii SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS IPS CARBON STEEL PIPE - GROOVED COUPLINGS Reducing Coupling STYLE 750 I I L I I I U www.victaulic.com uctaulic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.08_2 REV_H I DIMENSIONS II Deflect. Fr. C,t 'jiir.iimensin'flTTITT Wgt. Each 2 x 1 350 1000 0 - 0 .07 , - 0.20 2- /8x 2 3.38 5.28 1.88 2.7 50 25 2410 4450 0-1.8 17 85 134 48 1.2 1½ 350 1000 0-0.07 0' - 57 2- /8x 0.20 2 3.38 5.28 1.88 2.0 40 2410 4450 0-1.8 17 85 134 48 1.0 21/2 x 2 500 2215 0-0.07 0 47 - 2-%x2 0.16 4.00 5.93 1.88 3.1 65 50 3450 9850 0-1.8 14 102 151 48 1.4 76.1mm x 2 350 1550 0-0.07 47 0 - 2-½x2~ 0.16 4.38 6,63 1.88 4.6 50 2410 6900 0-1.8 14 111 1 168 48 2.1 3 2 X 350 1550 0-0.07 o 39 - 0.13 2-½x2 4.75 7.13 1.88 4.9 80 50 2410 6900 0-1.8 11 121 181 48 2.2 2½ 500 3250 0-0.07 - 039'.13 2-½x234 4.75 7.13 188 4.3 65 3450 14460 0-1.8 11 121 181 48 2.0 88.9 mm x 76.1 mm 350 2275 0-0.07 . - 0.13 2- ½ x 2~ 4.75 7.13 1.88 4.2 2410 10125 0-1.8 11 121 181 48 1,9 4 2 350 1550 0-0.13 0.28 6.25 8.90 2.25 8.1 1 x 00 50 2410 6900 - 19' 0-3.2 2-5~x3¼ 25 I 159 1 226 57 3.7 21/2 350 2275 0-0.13 19' - 0.28 2-%x3¼ 6.25 8.90 2.25 8.6 65 2410 10125 0-3.2 25 159 226 57 3.9 3 500 4810 0-0.13 -19 1' ' 2-½x3¼ 0.28 6.00 8.90 2.25 6.7 80 3450 21400 0-3.2 25 152 226 57 30 114,3mm x 76.1 mm 350 2275 0-0.13 1 19' - 0.28 ' 2- 'Is x3¼ 6.25 8.90 2.25 6.9 2410 10125 0-3.2 25 159 226 57 3.1 5 4 x 350 5565 0-0.13 1 7 - 0.22 2-~x4¼ 7.18 10.70 2.13 11,2 125 100 2410 24765 0-3.2 19 182 272 54 5.1 6 4 x 350 5565 0-0.13 - 0 52' 0.18 2- 3/, x 4¼ 8.63 11.90 2.25 16.7 150 100 2410 24765 0-3.2 15 181 302 57 7.6 5 350 8500 0-0.13 0 52' - 0 2-~x4¼ ,18 r 8.31 11.90 2.25 12.9 125 2410 37825 0-3.2 15 211 302 57 5.9 165.1 mm x 4 350 5565 1 0-0.13 o -55' 0.19 2-3/4x4¼219 8.63 11,90 2.25 15.2 100 2410 24765 0-3.2 16 302 57 6.9 8 6 X 350 12000 1 0-0.13 . , 0.13 - - 10.81 14.88 T 2.50 22.4 200 150 2410 53400 I 0-3.2 0 38 2 ¼x5 , 275 378 I 64 10.2 Refer to notes on back cover. Style 750 Reducing couplings should not be used with end caps (#60) in systems where a vacuum may be developed. Contact Victaulic for details. I I I I I U I I I Reducing Coupling SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 FLOW DATA HEAD LOSS The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at ambient temperature. FLOW REDUCING FLOW EXPANDING I I I 1 I I I I I I I I I I I I I 1 I IPS CARBON STEEL PIPE - GROOVED COUPLINGS 2 1 5.9 1 2 2.7 50 25 1.8 25 50 0.8 2.0 1½ 2 1.9 1112 40 0.6 40 >< 50 0.6 1.9 1.0 21/2 2 2 21/2 65 - 50 0.6 50 65 0.3 2 76.1 mm x 5.5 3.5 3 2 3 80 - 50 17 80 1.1 3.8 3.0 21/2 4 65 1.2 100 0.9 88.9mm x 76.1 mm 3.8 x _°_ 0.8 6.0 3.0 4 2 4 100 >< 50 1.8 100 0.9 6.0 76.1 mm x 88.9 mm 2.5 2½ 65 1.8 08 6.0 3.0 3 80 1.8 114.3mm 0.9 6.0 114.3mm x 76.1 mm 80 1 00 0.8 3.0 3.3 5 4 4 5 125 >< 100 0.9 100 >< 125 1.0 6.0 4.6 6 4 6 150 >< 100 1.8 150 1.4 4.5 4.6 5 125 1.4 165.1 mm 1.4 6.0 2.3 4 165.1 MM X 5 6 X 100 1.8 125 150 0,7 7.3 60 8 6 6 - 8 200 150 2.2 150 >< 200 1.8 LA.• I. \4taulico 06.08_3 www.victauliC.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H Reducing Coupling SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS I I I STYLE 750 GENERAL NOTES * 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. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31/2"/20 —90 mm; 25% for 47100mm and larger. © Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 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 I incurring obligations. I I US & WORLD HEADQUARTERS CANADA CENTRAL AND SOUTH AMERICA I P.O. Box 31 Easton, PA 18044-0031 USA 905-884-7444 1-610-559-3300 905-884-9774 (fax) 1-610-559-3608 (fax) 4901 Kesslersville Road viccanada@victaulic.com vical@victaulic.com Easton, PA 18040 USA EUROPE ASIA PACIFIC I 1-800-PICK-VIC (1-800-742-5842) 32-9-381-15-00 86-21-54253300 • 1-610-559-3300 32-9-380-44-38 (fax) 86-21-54253671 (fax) 1-610-250-8817 (fax) viceuro©victaulic.be vicap@victaulic.com pickvic@victaulic.com I . www.vlCtaUllc.com UNITED KINGDOM MIDDLE EAST 44 (0) 1438741100 971-4-883-88-70 44 (0) 1438313883 (fax) 971-4-883-88-60 (fax) WCAS-6QAQRU viceuro@victaulic.be UPDATED 6/2006 06.08 1536 REV H dcictaulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2005 vicTAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. I 06.08 I I I I I I Styles 741 and 743 Vic.Flange® Adapters I PRODUCT DESCRIPTION 06.06 1 VICTAULIC* IS AN ISO 9001 CERTIFIED COMPANY 1 I 141 LI I Style 741 2-12 Sizes (q~ (R <&> Request Victaulic publication 10.01 for details. Style 741 14-24 Sizes (R <~> Request Victaulic publication 10.01 for details. Style 743 (~ ~ < ~ ~ > Request Victaulic publication 10.01 for details. Illustrations exaggerated for clarity Style 741 Style 741 Vic-Flange(' adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 12" (50 - 300 mm) are hinged for easy handling with integral end tabs which facilitate assembly. Sizes 14 - 24" (350 - 600 mm) are cast in four (4) identical segments which are interconnected as assembly is completed. The design incorporates small teeth inside the key shoulder ID. to prevent rotation, These teeth should be removed when Vic-Flange adapter IS utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapters may only be used on Vic-3000 butterfly valves on one side in 2 - 8" (50 - 200 mm) sizes. They are not recommended for 10 and 12" (250 and 300 mm) sizes. Vic-Flange adapter Style 741 is not recommended for use with Victaulic Series 709 butterfly valves (contact Victaulic for recommendations). They may only be used on one side of Victaulic Series 700 butterfly valve, sizes 2 - 4" (50 - 100 mm) fitted with standard or lever-lock handles. Vic-Flange adapter must be assembled so it does not interfere with handle operation. Style 743 Vic-Flange Style 743 flange-to-groove adapter permits direct connection of ANSI Class 300 flanged components into a grooved system. The two-piece, hinged housing engages into the pipe groove and bolts directly to any standard flanged component. The conventional bolt hole pattern allows for easy, fast assembly. Style 743 rotates 360° for proper alignment of bolt holes before tightening. Vic-Flange gaskets utilize the Victaulic pressure-responsive design, sealing on the pipe end and directly to the opposing flange face. No standard flange gasket is required. Style 743 is designed to mate with raised-face flanges, but can be used with flat-face flanges by removing the raised projections on the outside face of the flange. Vic-Flange Notes Because of the outside flange dimension, Vic-Flange should not be used within 90° of one another on a standard fitting. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. Vic-Flange adapters should not be used as anchor points for tie-rods across non-restrained joints. Mating rubber faced flanges, valves, etc., requires the use of a Vic-Flange washer. Vic-Flange gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. I I S REGISTERED TRADEMARK OF VICTAULIC - © COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. 1534 REV E Victaulic Company ofAmerica Phone: 1-800-PICK-vlc (1-800-742-5842) Fax: 610-250-8817 e-mail:pickvic@victaulic.com Victaulic Company of Canada - Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@viclaulic.com Victaulic Europe - Phone:32-9-381 -1500 • Fan: 32-9-380-4438 • e-mail: viceuro@victaulic.be Victaulic America Latina - Phone: 610-559-3300 • Fax: 610-559-3608 - e-mail: vical@victaulic.com Viclaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 - e-mail: vicap@victaulic.com I I I I LI I I I I I DIMENSIONS Style 741 Sizes 2 - 12" (50 - 300 mm) ANSI Class 125 and 150 Flange Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing. ;I v. rpW4 1094 10 Max. Min. Cxaggerated for Clarity Style 741 Sizes 14 - 24" (350- 600 mm) ANSI Class 125 and 150 Flanges I - - __ 06.06 Sealing Max. Max. Surface Dimensions Aprx. Pipe Size Work Pres. End Load No. Boltt Inches/mm Inches/millimeters Weight Each Nominal Actual Out. Dia. Out. Dia. PSI" Lbs." Bolts Size B" Lbs. In/mm In./mm kPa N Req'd.t Inches "A" Max. Min. W X V Z kg 2 2.375 300 1,330 4 5/aX2/ Th 3.1 50 60,3 2065 5920 60 87 172 152 121 19 1,4 21/2 2.875 300 1,950 4 /4 X3 2.88 391 7.88 7.00 5.50 0.88 4.8 1 65 73,0 2065 8680 73 1 99 200 1 178 1 140 22 2,1 3 3.500 300 2,885 4 5/sX3 3.50 4.53 8.44 7.50 6.00 0.94 5.3 80 88,9 2065 12840 89 115 214 191 152 24 2,4 4 4.500 300 4,770 8 fs X 3 4.50 5.53 9.94 9.00 7.50 04 7.4 100 1143 2065 21225 114 141 252 229 191 24 3,4 5 5.563 300 7,290 8 3/4 X 31/2 5.56 6.71 11.00 10.00 8.50 1.00 8.6 125 1413 2065 32440 141 171 279 254 216 25 3,9 6 6.625 300 10,350 8 3/4 X 31/2 6.63 7.78 12.00 11.00 9.50 1.00 9.9 150 168,3 2065 46060 168 198 305 279 241 25 4,5 165,1 mm 6.500 300 9,960 8 3/4 X 31/2 6.50 7.66 + 11.00 9.50 1.00 10.0 165,1 2065 44320 165 195 279 241 25 4,5 8 8.625 300 17,500 8 3/4 X 31/2 8.63 9.94 14.63 13.50 11.75 1.13 16.6 200 219.1 2065 77875 219 252 372 343 298 29 7,5 10 10.750 300 27,215 10.75 12.31 17.19 16.00 14.25 1.19 24.2 250 273,0 2065 121110 12 7/8 X 4 273 313 437 406 362 30 11,0 12 1 12.750 300 38,285 12 2 /sX4 12.75 14.31 20.25 19.00 17.00 1.25 46.8 300 323,9 2065 170270 324 1 364 1 514 483 432 32 21,2 t<erer to notes on page e. * "W" dimension does not apply. t Total bolts required to be supplied by installer, may be ordered from Victaulic. IMPORTANT NOTES: Style 741 Vic-Flange adapters provide rigid joints when used on pipe with standard cut or roll groove dimensions and consequently allow no linear or angular movement at the joint. When used with Victaulic Series 700 butterfly valves, plastic pipe or light wall metallic pipe, small teeth in 1.0, of key Section should be removed and may be used on one side of the valve. Contact Victaulic for information on A52129 - Table E; ISO 2084 IPN10I; DIN 2532 (PN10) and JIS B2210 (10K) flanges. I I I I I I I I I Li I fIK A !1ixl \\\ B Y T W Note: Gray area of mating face must be free from gouges, undulations or deformities of any type For effective sealing. Max. Min. Exaggerated for Clarity Sealing Surface Dimensions Pipe Size Max. Work. Max. End Assembly Bolts t Draw Bolts § Inches/mm Inches/millimeters Approx. Weight t Nominal Actual Pres. Load No. Each Out. Dia. Out. Dia. PSI" Lbs." Bolts Size No. Size "A" "B" Lbs. InJmm lnJmm kPa N Red. Inches Bolts Inches Max. Mm. I V W X V Z kg 14 14.000 300 46,180 1 2 1 X 4'/2 4 /s X 31/2 14.00 16.39 19.50 1188 24.50 21.00 18.75 1.44 62.0 350 355,6 2065 205500 356 416 495 22 622 533 476 37 28,1 16 16.000 300 60,300 16.00 18.39 21.75 0.85 27.12 23.50 21.25 1.44 79.0 400 406,4 2065 268335 16 1 X 41/2 4 /a X 302 406 467 552 22 689 597 540 37 35,8 18 18.000 300 76,340 18.00 21100 22.50 1.04 29.00 25.50 22.75 1.56 82.3 450 457,0 2065 339700 16 11/8 X 43/4 4 3/4 X 41/4 457 508 572 26 737 648 578 40 37.3 20 20.000 300 94,250 20.00 2250 25.25 1.17 31.50 27.50 25.00 1.69 103.3 500 508,0 2065 419400 20 11/4X 51/4 4 X 41/4 508 572 641 30 800 699 635 1 43 1 46,9 24 24.000 300 135,700 24.00 27.75 29.25 1.38 36.00 32.00 29.50 1.94 142.0 600 610,0 2065 603865 20 11/4 X 53/4 4 X 41/4 610 705 743 35 914 813 749 49 64,4 -Hater to notes on page 4. Total bolts required to be supplied by installer, may be ordered from Victaulic. Bolt sizes for conventional flange-to-flange connection. Longer bolts required when Vic-Flange utilized with wafer-type valves. § Draw bolts supplied with 14- 24" 1350 - 600 mm) Vic-Flange adapters. 2 Styles 741 and 743 Vic-Flange Adapters 1 I I I I I Remove to mate Z +- to flat- fac -] ed I 77 I 06.06] DIMENSIONS Style 743 Grooved pipe adapter to ANSI Class 300 flanges Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing. Max Min. Exaggerated for Clarity Sealing Max. Max. Surface Dimensions Aprx. Pipe Size Wk. Pres. End Load No, Bolts Bolt/Nut In/mm Inches/mm wgt. Each Nominal Actual Out. Dia. Out. Dia. PSI* Lbs. Req'd. Size A' 'B" Lbs. In./mm In/mm kPa N t Inches Max. Min. X V Z kg 2 2.375 720 3,190 2.38 3.41 6.50 5,00 0f94 4.8 50 60,3 4960 14200 8 5/a X3 60 87 165 127 24 2,2 21/2 2.875 720 4,670 2.88 3,91 7.50 5.88 1.06 7.4 65 73,0 4960 20780 8 3/4 X 31/4 73 99 191 149 27 3,4 3 3.500 720 6,925 8 3/4 X 31/2 3.50 4.53 8.25 6.63 1.19 9.1 80 88,9 4960 30815 89 115 210 168 30 4,1 4 4.500 720 11,445 4.50 5.53 10.00 7.88 1.31 15.3 100 114,3 4960 50930 8 3/4 X 33/4 114 141 254 200 33 6.9 5 5.563 720 17,500 5.56 6.72 11.00 9.25 1.44 17.7 125 141,3 4960 77875 8 /4 X4 141 171 279 235 37 8,0 6 6.625 720 24,805 6.63 7.78 12.50 10.63 1.50 23.4 150 168,3 4960 110380 12 3/4 X41/2 168 198 318 270 38 10,6 8 8.625 720 42,045 12 7/8 X43/4 8.63 9.94 15.00 13.00 1.69 34.3 200 219,1 4960 187100 219 252 381 330 43 15,6 10 10.750 720 65,315 10.75 12.31 17.50 15.25 1.94 48.3 250 273,0 4960 290650 16 1 X574 273 313 445 387 49 21,9 12 12.750 720 91,880 12.75 14.31 2050. 17.75 2.00 70.5 300 323,9 4960 408870 16 1V8X53/4 324 363 521 451 51 32,0 Refer to notes on page 4. Style 743 Vic-Flange must be ordered as a factory assembly when connected to a Victaulic fitting or valve, Contact Victaulic for details. Total bolts required to be supplied by installer, may be ordered from Victaulic. I VIC-FLANGE ADAPTER NOTES I The Style 741 (2- 12/50 - 300 mm) design incorporates small teeth inside the key shoulder ID. to prevent rotation. These teeth should be removed when Vic-Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly I valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapter Style 741 may only be used on one side of Victaulic Series 700 butterfly valve, sizes 2 - 4' (50- 100 mm) fitted with standard or latch-lock handles. 2 Vic-Flange adapter must be assembled soil does not interfere with handle operation. Because of the outside flange dimension, Vic-Flange adapter should not be used within 90 of one another on a standard fitting. When wafer or lug- type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 Vic-Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. requires the use of a Vic-Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. - 5 Vic-Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip lacing I the mating flange. 6 Vic-Flange hinge points must be oriented approximately 90 to each other when mated. 7 Flange Washers: Vic-Flange adapters require a smooth hard surface at the mating flange face for effective sealing. l Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal (Type F phenolic for Style 641 with copper systems) Flange Washer be inserted between the Vic-Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange: a flange gasket should be used adjacent to the serrated flange and then the I Flange Washer is inserted between the Vic-Flange adapter and the flange gasket. B When mating to a wafer valve: where typical valves are rubber lined and partially rubber laced (smooth or not), the Flange Washer is placed between the valve and the Vic-Flange adapter. I C When mating a rubber faced flange: the Flange Washer is placed between the Vic-flanges and the rubber faced flange. 0 When mating AWWA cast flanges to IPS flanges: the Flange Washer or Transition Ring is placed between two Vic- Flange adapters with the hinge points oriented 90 to each other. If one flange is not a Vic-Flange adapter (e.g., I flanged valve), then a flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the Vic-Flange adapter. Transition rings rather than Flange Washers must be used when mating Style 741 to Style 341 Flange Adapters in sizes 14 - 24" (350-600 mm). E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. I When ordering Flange Washers, always specify product style (Style 741, 743, 341, 641, 994) and size to assure proper Flange Washer is supplied. Styles 741 and 743 Vic-Flange Adapters I 06.06 1 MATERIAL SPECIFICATIONS I Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Black enamel Optional: Hot dipped galvanized and others. I Coupling Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and I many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +82°C). Recommended for I petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F (+60°C) and water over +150°F (+66°C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. *Services listed are General Service Recommendations only. It should be noted that there are services for I which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Draw Bolts: 14 - 24" (350 - 600 mm) only: Heat treated oval neck track bolts conforming to ASTM A-i 83. I I I I NOTES Style 741 and 743 Vic-Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at thejoint. Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or Cut grooved in accordance with victaulic specifications. contact victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victeulic piping products. This product shall be manufactured by victaulic company. All products shall 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. Styles 741 and 743 Vic-Flange Adapters I I I 1539 REV F 10.03 VICTAIJLIC IS AN ISO 9001 CERTIFIED COMPANY FireLock® Fittings PRODUCT DESCRIPTION DIMENSIONS H-C to E1 CtoE to E _ No. 001 No. 003 C - to C - L to W_ 4 u No. 002 No. 006 FireLock products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. Patented See Victaulic publication 10.01 for details. No. 001 No. 003 No. 002 No. 006 Fitting Size 90 Elbow 45 Elbow Straight Tee Cap Actual Aprx. Aprx. Aprx. Thickness Aprx. Nominal Outside C to E Weight C to E Weight C to E Weight '1' Weight Diameter Diameter Inches Each Inches Each Inches Each Inches Each Inches/mm Inches/mm mm Lbs/kg mm Lbsfkg mm Lbslkg mm Lbsfkg 11/4 1.660 - - - - - - 0.82 0.3 32 42.4 - - - - - - 21 0.1 11/2 1.900 2.75 1.2 1.35 0.9 2.75 2.0 0.82 0.4 40 48.3 70 0.5 45 4.1 70 0.9 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 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 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 - - .- - 76.1 76 1,5 57 1.1 - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 86.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 - - 108 mm 108.0 102 2.6 75 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 1 59 mm 6.250 5.50 12.6 3.50 9.2 3.50 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 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 S REGISTERED TRADEMARK OF VICTAULIC - © COPYRIGHT 2006 VICTAULIC - PRINTED IN U.S.A. - SKU RWCAS-67PJUU United States • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail: pickvic@xictaulic.corn Canada Phone: 905-884-7444 • Fax: 905-884-9774 • 6-wail: viccanada@victaulic.com Europe Phone: 32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be UK • Phone: 44(0)1438741100• Fax: 44(0)1438313883. e-mail:viceuro@victaulic.be Central and South America • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail, vical@victaulic.com Australasia • Phone: 86-21-54253300 • Fax: 86-21-54253671 • e-mail: xicap@eictaulic.com Frictional Resistance Fitting Size Equivalent Feet/meters of Straight Pipe Actual Straight Tee Nominal Outside No. 002 Diameter Diameter 90° Elbow 45° Elbow Inches/mm Inches/mm No. 001 No. 003 Branch Run 11/4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 11/2 1.900 2.2 1,1 5.5 2.2 40 48.3 0.7 0.3 1,7 0.7 2 2375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 761 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 mm 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 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 6.250 9.4 4.9 25.0 9.6 159 mm 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 I he 110w data listed is based upon the pressure drop or Schedule 40 pipe. I..1 10.03 FLOW DATA I I I I I I MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12 Fitting Coating: Orange enamel Optional: Hot dipped galvanized I I I I I I I I I This product shall be manufactured by victaulic or to victaulic specifications. All products to be installed in accordance with current viclaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. FireLock® Fittings I I RAI 11 I No. 67 Vic®-End II End of Run Fitting 10.21 1 VICTAIJLIC° IS AN ISO 9001 CERTIFIED COMPANY I I I PRODUCT DESCRIPTION The No, 67, Vic 5-End II, End of Run Fitting is the fast, easy, economical way to end a branch line. The fitting installs easily with standard FireLock5 couplings and allows direct head connection, sprigs or drops. Available in 11/4, 11/2, 2 and 21/2' (32 - 65 mm) sizes, the fittings can be supplied with 1/2, 3/4, or 1° (15. 20 or 25 mm) female threaded (NPT) outlet (BSPT option available). The 90° reducing outlet fitting is ULIULC Listed and FM Approved for a maximum rated working pressure of 500 psi (3450 kPa). I See victaulic publication 10.01 for details, DIMENSIONS, PERFORMANCE SIZE Approx. Nominal Inches C to E Weight Each Equivalent mm Inches/mm Lbsfkg Feet/meters of Pipe l/4 X 1/2 NPT 2.38 1.4 2.8 32 X 15 NPT 61 0,6 0,9 X 3/4 NPT 2.38 1.4 2.8 X 20 NPT 61 0,6 0,9 X 1 NPT 2.38 1.4 2.8 X 25 NI°T 61 0,6 0,9 11/2 X 1/2 NPT 2.50 1.6 2.9 40 X 15 NPT 64 03 0,9 X 3/4 NPT 2.50 1.6 2.9 X 20 NI°T 64 0,7 0,9 X 1 NPT 2.50 1.6 2.9 0 25 NPT 64 03 0,9 2 X 112 NPT 2.75 1.7 4.0 50 X 15 NPT 70 0,8 1,2 X 3/4 NPT 2.75 1.7 4.0 X 20 NPT 70 0,8 1,2 X 1 NPT 2.75 1.7 4.0 X 25 NPT 70 0,8 1,2 21/2 X 1/2 NPT 3.00 2.0 5.7 65 X 15 NPT 76 0,9 1,7 X 3/4 NPT 3.00 2.0 5.7 X 2O NPT 76 0.9 1.7 X 1 NPT 3.00 2.0 5.7 X 25 NPT 76 0,9 1,7 MATERIAL SPECIFICATIONS I Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Galvanized - hot dipped. I Outlet: NPT Optional: BSPT I This product shall be manufactured by victaulic 0110 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. S REGISTERED TRADEMARK OF VICTAULIC - ©COPYRIGHT 2005 VICTAULIC -PRINTED IN U.S.A. - SKU #WCAS6DCGPW 3209 REV C I I United States• Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail: pickvic@victaulic.com Canada • Phone: 905-884-7444 Fax: 905-884-9774 • e-mail: viccanada@victaulic.com Europe • Phone: 32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@eictaulic.be UK • Phone; 44(0)1438741100 • Fax: 44(0)1438313883 • e-mail: viceuro@victaulic.be Central and South America • Phone: 610-559-3300 • Fax; 610-559-3608 • e-mail; vical@viclaulic.com Australasia • Phone; 86-21-58855151 • Fax; 86-21-58851298 • e-mail; vicap@victaulic.com \/tauIiC® I LI I r I I I I _J4L II ' CtoE to E I I I I I VALVES I E I I I Li I I I I I I CONFORMS TO MSS SP-80 • UL/ULC LISTED* MATERIAL LIST PART SPECIFICATION Handwheel Nut 300 Series Stainless Steel Identification Plate Aluminum Handwheel Aluminum Commercial Alloy C38000 Stem Silicon Bronze ASTM B371 Alloy C69430 Packing Gland Bronze ASTM B62/ ASTM B16t/ ASTM B584 Alloy C84400 Packing Nut Bronze ASTM B62/ ASTM B584 Alloy C84400/ASTM B16 Packing Non Asbestos Aramid Fibers w/Graphite Bonnet Bronze ASTM B62 Alloy C83600 Disc Holder Nut Bronze ASTM B62 Alloy C83600 Disc Holder Bronze ASTM B62 Alloy C83600 Seat Disc Nitrile (W) (11/4 - 2"( PTFE (Y) (21/2 - 3( 12 Seat Disc Nut Bronze ASTM B62/ASTM B96 Alloy C65100 w/SS Washer 13. Body Bronze ASTM 1362/13584 Alloy C83600 21/2' and 3 size only t Not on 2' I DIMENSIONS-WEIGHTS-QUANTITIES Dimensions Size A B H Weight Box Master In. mm. In. mm. In. mm. In. mm. Lbs. Kg. Wy. Ctn. aty. 11/4 32 2.19 56 6.13 156 2.19 56 3.71 1.69 1 10 11/2 40 2.38 60 7.19 183 2,38 60 5.54 2.52 1 10 2 50 2.25 57 7.25 184 2.25 57 6.72 3.05 1 10 "21/2 65 3.19 81 10.56 268 3.19 81 16.13 7.33 1 2 I "3 80 3.88 86 11.13 283 3.88 86 21.72 9.87 1 2 * UIJULC Listed for sizes for trim and drain use (Subject 258)- Sizes 1'/4, 11/2. 7. "Sizes 21/2' and 3" supplied as T-31 1-Y with PTFE seat disc. Subject to AHJ Approval. NOTE: See Kr-Si-UI for 1/2-1" sizes. I [1 I I I I I I I I T-301-W Threaded T-301-W NPTx NPT 175 PSI WWP Bronze Angle Valves Dezincificatio Fire Protection Valve • Screw-in Bonnet • Integral Seat • Renewable Disc < Resistant 1 175 PSI/12.1 Bar Non-Shock Cold Water I I NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHAAT. IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FP(: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FA(: +1.574.295.3455 www.nibco.com PART SPECIFICATION Handwheel Aluminum Handwheel Screw Carbon Steel Stainless Steel (1") 3 Stem Bronze ASTM 8584 Alloy C84400 or ASTM B505 Alloy C84400 Packing Nut Bronze ASTM B584 Alloy C83600 or ASTM B16 Packing Graphite Impregnated (Non Asbestos) Bonnet Bronze ASTM B584 Alloy C84400 Body Bronze ASTM B584 Alloy C84400 8 Seat Disc EPDM Rubber (1/4-3/8) Nitrile (1/2 - 1) Seat Screw Stainless Steel Pack Washer Sheet Brass I I I I I I I I I 175 PSI/12.1 Bar Non-Shock Cold Water UL LISTED* MATERIAL LIST I- OPEN KT-65-UL Threaded 175 PSI WWP Bronze Globe Valves ncification Fire Protection Valve • Threaded Ends • Rubber Disc • Screw Over Bonnet KT-65-UL NPTx NPT DIMENSIONS-WEIGHTS-QUANTITIES Dimensions Size A B Weight Box Master In. mm. In. mm. In. mm. Lbs. Kg. Qty. Ctn. Oty. t¼ 8 2.00 50 2.75 70 .48 .22 10 100 t3/8 10 2.00 50 2.75 70 .45 .20 10 100 1/2 15 2.28 58 3.12 79 .68 .31 10 60 3/4 20 2.28 58 3.12 79 .74 .34 10 60 1 25 3.12 79 4.50 114 1.68 .76 5 25 * UL Listed for Trim and Drain use (Subject 258)- sizes ½. 3/4 .1. Size ¼ and 3/ supplied as KT-65 (Not UL Listed). Subject to AHJ Approval. t NOTE: See KT-211-W.UL for 1 1/4 .2' sizes. 1 I I I I Li I NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516.4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.205.3455 www.nibco.com I I I tqcn Fire Protection Products Worldwide Contacts www.tyco-fire.com I Model CV-IFR Grooved-End Riser Check Valves 2 to 12 Inch (DN50 to DN300) I I General Description The TYCO Model CV-1FR Grooved- End Riser Check Valve is a compact and rugged swing-type unit that al- lows water flow in one direction and prevents flow in the opposite direc- tion. A resilient elastomer seal fac- ing on the spring-loaded clapper ensures a leak-tight seal and non- sticking operation. The Model CV-1FR Riser Check Valves are designed to minimize water hammer caused by flow reversal. The Model CV-1FR Riser Check Valve is furnished with grooved ends and can be installed using GRINNELL Grooved Couplings or GRINNELL Figure 71 Flange Adapters. The Model CV-1FR Riser Check Valves have been designed with a removable cover for ease of field main- tenance. These valves can be installed horizontally (with cover in the upward position) or vertically with the flow in the upward direction. Refer to Figure 6. To facilitate their use in wet-type auto- matic sprinkler system risers, the Model CV-1 FR Riser Check Valves are provid- ed with threaded outlets for pressure gauges and a drain connection. They provide a more compact and economi- cal alternative to an alarm check valve where a water motor alarm is not re- quired. Provisions must be made for a local alarm using an approved flow switch (not included). The Model CV-1 FR Riser Check Valve is also Listed for use in conjunction with the TYCO DV-5 Deluge Valve in Preaction Systems under air pressure without the use of prime water. The Model CV-1 FR Riser Check Valves are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. NOTICE The Model CV-1FR Riser Check Valve described herein must be installed and maintained in compliance with this document and with the applicable stan- dards of the National Fire Protection Association, in addition to the stan- dards of any authorities having juris- diction. Failure to do so may impair the performance of this device. Never remove any piping component nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired de- vice performance. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. Contact the installing contractor or manufacturer with any questions. Technical Data Approvals UL, C-UL Listed FM Approved Sizes 2 to 12 Inch (DN50 to DN300) Maximum Working Pressure 300 psi (20,7 bar) Valve Assembly Finish Red, non-lead paint APPROVED Installation The Model CV-1FR Riser Check Valves are to be installed in accordance with this section: The arrow cast on the Body must point in the direction of the flow. Valves installed vertically must be positioned with the flow in the up- ward direction. Valves installed horizontally must be positioned with the Cover facing up. Refer to Figure 6. Grooved-end pipe couplings used with the Model CV-1FR Riser Check Valve must be installed in accordance with manufacturer's instructions. NOTE: Valves should be installed a reasonable distance downstream from pumps, elbows, expanders, reducers, or other similar devices to extend the valve life. Standard piping practices call for a minimum of five (5) times the pipe diameter for general use. I I I I I I I 1 I [1 I I 1 Page 1 of 6 JULY 2014 TFP95O I A B PT NPT NJ 'I Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Torque Weight Lbs. ANSI O.D. K Lbs.-ft. (kg) Inches Inches A B C D E F J Inches (Nm) DN (mm) NPT 2 2.375 6.75 4.38 1.96 2.57 3.25 4.37 1.56 1 18 9.0 DN50 (60,3) (171,5) (111,3) (49,8) (65,3) (82,3) (111,0) (39,6) (25) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.12 1.73 1-1/4 39 10.0 DN65 (73,0) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,9) (54) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.12 1.72 1-1/4 39 10.0 DN65 (76,1) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,7) (54) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.12 1.72 1-1/4 39 11.0 0N80 (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (130,0) (43,7) (54) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 5.78 2.12 2 50 25.0 DN100 (114,3) (245,6) (169,7) (96,5) (92,2) (115,4) (146,8) (53,8) (69) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 0N125 (139,7) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DN125 (141,3) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 165.1 - 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (165,1) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (168,3) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 10.50 2.43 2 120 66.0 DN200 (219,1) (355,6) (257,6) (169,4) (140,2) (138,7) (26617) (61,7) (164) (30,0) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.75 3.38 2 130 109.7 DN250 (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (273,1) (85,9) (178) (49,4) 12 12.750 21.0 14.28 9.93 7.27 7.62 10.00 3.13 2 130 151.0 DN300 (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (254,0) (795) (178) (68,0) FIGURE 1 MODEL CV-1FR RISER CHECK VALVES NOMINAL DIMENSIONS I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I TFP95O Page 3 of 6 a 4NMG . f 2" -8" 2 10" -12" (DN50-DN200) (DN250 - DN300) VIEW A 13 11-14,15 A U 18 SEE ETARB 2-8" 10-12" (DN50-DN200) (DN250 - D1,4300) Detail Part Material Oty. Detail Part Material Oty. Detail Part Material Qty. 1 Body Ductile Iron 1 6 Clapper EPDM 1 14 Locknut Stainless Facing "E" Grade - Steel - 2 Cover Ductile Iron 1 7 Spring Stainless Steel 1 15 Adhesive Thread Sealer AR Cover Gasket Nitrile Rubber 1 8 Hinge Shaft Stainless Steel 1 16 Nameplate Aluminum 1 4 Hex Cap j Steel, Zinc AR 9 Retaining Stainless AR 17 Rivet Steel 2 Screw Plated Ring Steel Clapper 2--8 Stainless - 11 Retention Stainless 1 18 Spacer Stainless 1 (DN50-200) Steel Bolt Steel Steel Clapper 10--12- Ductile Iron 13 Retaining Stainless 1 1 (DN250-300) Disc Steel - FIGURE 2 MODEL CV-1FR RISER CHECK VALVES ASSEMBLY ij, I II • • in (ssis ,IsIsIi :1.1.1.1. a.... —non r'WENNEZZMM MEN flfl.JWM....,a....u'......n..u.u.......a 6A • !II'I• UUUUIIuIU•TA•UU••W••••'4 ••U••V1U•IIIlII••°1•V1•101' •••U• mmmmo • • mmoso 1111 ISO • - NONE 111111 INN I mommosTA 11111 INN 1 111111111 ? . - • 'IIIIIIIIIIMM Ann' ...u..W5Da 7luIuIfluiuI••u.u.-vA.....r4..-....uuuIauuuuuuuu•u•u!4uuu'a•u• Momom on Min 11 0 • - __I___MWIIM _ ••1•A•uuIIiui r4••uuuuu•'a•uuwa•u•••••••w4•uuuuuuiuII•u•v1•uuw••• 'I; •• • . mom 55 Pu•uuuuu••••uuuuuuuuIpuIuIuu•!auuuuu••u•lrIuIm•uu•uurAIuuuIrIIIIIu•uuuuuu••••u _ dI.uu.IIrAu••uIIuIIuIrdIIII••rluuIlu••u•vAuIIu•••IIur4uuuIIpjIIIH••lIIInu•uuu EEE!E!EEEEEEEEEEEEE'EEEr: EEEEEEEEEEEE!J SI. is of .10 555 ' SIS Iii SWSIII,1SIiIStiISIiIII1IIIIS r.JDJ3 0A rwe* 4,15 17 16 ii 1 TFP95O I Page 4 of 6 I I I I I I I I Li I I I I I 1 I I A B D MODEL CV-1FR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS FIGURE 4 Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 (241,9) DN50 (60,3) (171,5) (149,1) (82,6) 2-1/2 2.875 8.00 6.66 3.87 10.80 1-1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 - 8.00 6.66 3.87 10.80 1-1/4 DN65 (76,1) (203,2) (169,2) (98,3) (274,3) 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 - 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 11.50 8.50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (215,8) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) I I I I I I I I I I I I I I I I 1 I I TFP95O Page 5 of 6 P/N 59-591-1-020 2 Inch (DN50) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge . .2 92-343-1-005 2 1/4 Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 CH 4 1 Angle Valve .........1 46-048-1-006 5 1/4 x2" Nipple........1 CH 6 1/4" x5" Nipple........1 CH 7 1" x 3 Nipple .......... 1 CH P/N 59-591-1-030 2-1/2 Inch (DN65) through 3 Inch (DN80) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge . .2 92-343-1-005 2 1/4 Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 CH 4 1-1/4 Angle Valve......1 46-048-1-007 5 1/4"x2" Nipple ........ 1 CH 6 1/4 x5" Nipple........1 CH 7 1-1/4 x3" Nipple 1 CH P/N 59-591-1-080 4 Inch (DN100) through 12 Inch (DN300) NO. DESCRIPTION QT{ P/N 1 300 psi/ 2000kPa Water Pressure Gauge . .2 92-343-1-005 2 1/4 Gauge Test Valve . . 2 46-005-1-002 3 1/4 Plug .............2 CH 4 2" Angle Valve .........1 46-048-1-009 5 1/4 x2" Nipple........1 CH 6 1/4 x5" Nipple........1 CH 7 2 x3' Nipple .......... 1 CH FIGURE 5 MODEL CV-1FR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET LET OUTLET FLOW COVER 4 FLOW 0 34 INLET VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-IFR RISER CHECK VALVES INSTALLATION NOTES: MAIN All Fittings and Nipples are DRAIN VALVE galvanized (Standard Order). (NORMALLY CH: Common Hardware. CLOSED) 7 \\\\\ ( 4 SYSTEM - PRESSURE GAUGE SUPPLY 1 PRESSURE GAUGE IH 53—/ RISER CHECK VALVE X2 I TFP95O I Page 6of6 Care and I Maintenance Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local re- quirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Model CV-1 FR Check Valves Specify: Size and P/N (below). 2"(DN50) ...............P/N 59-590-1-020 2-1/2(DN65) ............ P/N 59-590-1-025 76,1 mm (DN65) .........P/N 59-590-1-076 3(DN80) ...............P/N 59-590-1-030 4" (DN100) ..............P/N 59-590-1-040 139,7mm (DN125) .......P/N 59-590-1-139 5(DN125) ..............P/N 59-590-1-050 165,1 mm (DN150) .......P/N 59-590-1-165 6" (DN15O) ..............P/N 59-590-1-060 8(DN200) ..............P/N 59-590-1-080 10,' (DN250) .............P/N 59-590-1-100 12(DN300) .............P/N 59-590-1-120 Model CV-1 FR Riser Check Valve Trim Assembly Specify: Size and P/N (below). 2" (DN50) ...............P/N 59-591-1-020 2-1/2"(DN65) ............ P/N 59-591-1-030 76,1 mm (0N65) .........P/N 59-591-1-030 3(DN80) ...............P/N 59-591-1-030 4(DN100) ..............P/N 59-591-1-080 139,7 mm (DN125) .......P/N 59-591-1-080 5(DN125) ..............P/N 59-591-1-080 165,1 mm (DN150) .......P/N 59-591-1-080 6" (DN150) ..............P/N 59-591-1-080 8(DN200) ..............P/N 59-591-1-080 10"(DN250) .............P/N 59-591-1-080 12(DN300) .............P/N 59-591-1-080 I I I I I I I I I I I P H I I GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 I Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco Fire Protection Products 111 GLR300G GLR300W PAGE 1 OF 5 kw'91-11. 4077 Airpark Dr. Standish, MI 48658 989-846-4583 • www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support. 989-414-2600• techservice@globesprinkler.com DUCTILE IRON BUTTERFLY VALVES 2Y2", 3"5 4 5-f, 6", 8" MODEL GLR300G GROOVED END I MODEL GLR300W WAFER STYLE I I I I GENERAL DESCRIPTION I The Globe Models GLR300G and GLR300W Ductile Iron Butterfly Valves are indicating type valves designed and list- ed for use in fire protection systems. These valves are rated I for a maximum working pressure of 300 psi (20 bar) and provide a visual indication as to whether the valve is open or closed. They are provided with 2 sets of factory installed Form-C internal supervisory switches monitoring the valves I in the normally open position. These supervisory switches transfer their electrical contacts within the first two revolutions of the handwheel towards the closed position. The valves are I available with grooved end connections (GLR300G) or as a wafer style (GLR300W). The GLR300G and GLR300W are typically used as system indicating control/shutoff valves. U TECHNICAL DATA Approvals UL ULC FM Factory installed UL Listed and FM Approved Double Tamper Switch for indoor and outdoor use. Maximum Working Pressure 300 psi (20 bar) Materials of Construction Body: Ductile Iron Disc: Ductile Iron Stem: Stainless Steel Housing: Ductile Iron Handwheel: Ductile Iron Indicator: Ductile Iron NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to assure that the most recent technical literature is being utilized. MAY 2017 GFV-610 I I I I I I I] MODEL GLR300G GROOVED END 2" - 8" D oc L 111111 I I to EE m 2.4" TAMPER RESISTANTY 3" FASTENER (75) 5" (60) E 4.4" 2.4" (127) (111) (62) SIZE A B C D E F WEIGHT LENGTH (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lb. (kg) (mm) 21/2" 3.8 2.87 5.04 5.31 4.13 5.31 19.84 8 (65) (96.4) (73.0) (128) (135) (105) (135) (9.0) (2438) 3" 3.8 3.5 5.04 5.60 4.41 5.31 20.94 6 (76) (96.4) (88.9) (128) (142) (112) (135) (9.5) (1828) 4" 4.5 4.5 5.04 6.89 5.71 5.31 25.35 5 (100) (115.4) (114.3) (128) (175) (145) (135) (11.5) (1524) 6' 5.2 6.63 8.66 8.23 7.05 7.60 38.58 7 (150) (132.4) (168.3) (220) (209) (179) (193) (17.5) (2134) 8" 5.8 8.63 8.66 9.21 8.03 7.60 50.71 4 (200) (147.4) (219.1) 1 (220) 1 (234) (204) (193) (23.0) (1220) I FIGURE 1 I MAY 2017 GFV-610 PAGE 2 OF 5 I I I I I I L I I 1 I I I I I I I I I I I I I I I 1 MODEL GLR300W WAFER END 2" - 8" D . ØB I I I MAY 2017 GFV-610 PAGE 3 OF 5 FIGURE 2 SIZE A B C P E F WEIGHT LENGTH in. (mm) (mm) (mm) (mm) (mm) (mm) in (mm) lb. (kg) (mm) 21/2" 1.81 5.04 5.31 6.53 5.88 5.35 19.84 8 (65) (46) (128) (135) (166) (149.4) (136) (9) (2438) 3" 1.81 5.04 5.31 6.81 6.62 5.63 20.50 6 (76) (46) (128) (135) (173) (168.2) (143) (9.3) (1828) 4" 2.05 5.04 5.31 7.32 7.88 6.14 22.05 5 (100) (52) (128) (135) (186) (200.2) (156) (10) (1524) 6" 2.20 8.66 7.60 8.58 10.62 7.40 31.97 7 (150) (56) (220) (193) (218) (269.8) (188) (14.5) (2134) 8" 2.28 8.66 7.60 10.0 13.0 8.74 41.89 4 (200) (58) (220) (193) (252) (330.2) 1 (222) (19) (1220) I I I I I I FLOW RATE - LPM 300 500 700 1000 2000 5000 10000 20000 7.0 _____ '-.50 6.0 -.40 5.0 4.0 -.30 3.0 2.0 Cl) a. -.10 m I -.09 I (1)-.08 Cl) Cl) _______ _r - Cl) .'J, 0 _j u. w 0.8- ,. iii Of 0.7 . 06 -•4.rr(f) 0)0.5 Cl) LU -03 LU -.02 -.01 -.009 -.008 0.1 -.007 - -.006 60/0 100 200 500 400500 /00 1000 2000 .5000 5000 FLOW RATE - GPM co 0.2 - + --.--'- -'--'---- 4 -' 4 -1- 1- + - - - -- - '1--,- - I I - ----4- -i--'- .-'-'-'- '- -'-- - - - I -4-- -.---f 4 -4--I--I---- -'--'--4 '--4- -. -4- -'. I I -4- 4-H-4-1- t-e--l-4 +H .4- -4,- -1- -- -'--I--.-'- --4-i--S- -,----1- -'-f-H' -'- -4'- - '- - -4---4-1_I '+-'4-'4-4- -4--I--.-.- - 4 4 4- -1-4--I 4' -.4 4'- -. -,-. - -.- .. ._tII .,4- .•. 11111_I± l - - - t - '-4- 4-4+ 44- ±1-4-1-I (-4-'- -.4--• - - _ 4 -4-4.4-4- + - I - -4 lill I _III•_II Ii itLI :rtE .4-iT - I'- -I- -4--4--+-- -1--I-f--I- I I -H- 4-1-1-4- 4-'-'I -- -4-- L -4- -f--4--1- 1-1-4- 4--H-I- 4-4'-' - - - - -'--4-4- 4-4-4-+ ------l-- 4-'+ '-1- 4- i I I + '-'•-----4-- 4-+ -I- +4-4-. I I I I I I I I I MODEL GLR300G and GLR300W FIGURE 3 GFV-610 PAGE 4 OF 5 I I I I I I I I I U I I I I I I 1 I I MAY 2017 I I YELLOW YELLOW I FIRE ALARM I COMMON (WHITE) I COMMON (WHITE) I I CONTROL PANEL I A END OF LINE I I ViSORY SUPER I RED RED RESISTOR CIRCUIT GREEN I 0 I OPERATOR CASE CONTACT RATINGS: BLUE GROUND 16A 125V/250 VAC GEAR OPERATO I COMMON (BLACK) ORA14GE SOURCE VALVE WIRING SHOWN WITH VALVE IN OPEN POSITION SUPERVISORY SWITCH DIAGRAM FIGURE 4 I I I I 1 Li] CARE & MAINTENANCE When Closing the Butterfly Control Valve for maintenance or inspection work, always first obtain permission from the prop- er authorities and notify all personnel who may be affected. All Inspections, Testing, and Maintenance, and their fre- quency, is the responsibility of the Owner and should be performed in accordance with the applicable standards of the National Fire Protection Association (i.e. NFPA 25), in addition to any local jurisdiction requirements which may be in place. It is recommended that a qualified contrac- tor/inspection service be contacted to perform required maintenance on the fire protection system. Any impair- ment of the Butterfly Valve must be immediately corrected. ORDERING INFORMATION SPECIFY: MODEL • SIZE • PN MODEL GLR300G 21/20 311785-C -D for 65mm ...................311790-C ...................311795-C 6" ...................311805-C -D for 150mm 8" ...................311815-C MODEL GLR300W 2%" ..................311836-C ...................311839-C ...................311846-C 6" ...................311861-C 8" ...................311871-C E I I I I GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship 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, Ml 48658• 989-846-4583 • www.globesprinkler.com Technical Support. 989-414-2600. techservicegIobesprinkIer.com MAY 2017 GFV-610 PAGE 5OF5 I [I I I I I I I [I L1 PTA M.,EFIW ii 4iEii iJ;LI Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve Sizes: 3,1411 The AGE Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011 features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (34' to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (ULJFM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). Complies with NFPA 13 and NFPA 13R Requirements Compact, Single-Handle Ball Valve Tamper-Resistant Test Orifice and Sight Glasses 300 PSI rated. Specifiable orifice sizes: 3/8" (2.8K), /16" (4.2K),/ (ç 17/32" (8.0K), /8" (11.2K, ELO), 3/4 ' (14.0K, ESFR), and Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. I NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. 1 1 S5-M1011A_V001 06/13 TESTANDRAIN" is a registered trademark of AGF Manufacturing Inc. I I I I [1] ri I I I I I I I I I I I Dimensions I I I I C LISTED ® TESTAN DRAIN® Model 1011 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVED Factory Rated at 175 PSI with other setting available Model 1011 - Front View Model 1011 - Plan View SIZE A B C 0 E F G H 3/4" 79/16 11/2 2'6" 35/8 3¼ 113/16" 49/16 63/8 (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 7'" 1½" 2V1e' 3¼' 3¼" 11V16" 4'6" 63/8 (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) 1 (162.5 mm) 11/4 111A6' 26' 41/4 35/8" 115/16" 59/16' 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 11/2" 815A6' 115/16" 31/4" 51/16" 3/8" 25/8" 8¼" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 1WIffil Unt 1 01 I The Model 1011 provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s)— & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.1 6.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.1 7.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterfiow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1 'in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1 , at least one of which shall be brass. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than 1/2" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve t &Q, TIC, B RM DR Ad Orifice Sizes /8", '/16", 17/32* 5/s" ELO*, 3/4 ' ESFR*, and Materials Handle................Steel Stem ...................Rod Brass Ball......................C.P. Brass Body...................Bronze Valve Seat...........Impregnated Teflon® Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved 'd-W—P NYC-BSA No. 720-87-SM MADE IN U.S.A. * AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 4 . Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com Available on 11/4 to 2 size units only • ""Available on 11/2" and 2 size units only I I I 1 I 1 I I [1 I Job Name: Architect: Engineer: Contractor: I I I I El DEVICES I & ACCESSORIES I I I I I I I 1 I I 1 Li I I I I I I I I I I I I I 1 I I I Fire p ri Gau Fór I' Si S UfldE . Ote Domestic Headquarters Berea, Kentucky 200 Harrison Road Berea, KY 40403 Tel: (859) 986-9333 Fax: 1-800-28 BEREA (1-800-282-3732) International Headquarters Stratford, Connecticut 250 E. Main Street Stratford, CT 06614-5145 Tel: (203) 378-8281 Fax: (203) 385-0499 Chicago, Illinois 400 W. Lake Street Suite 318 Roselle, IL 60172-3573 Tel: (630) 980-9030 Fax: (630) 980-9440 Stratford, Connecticut 250 E. Main Street Stratford, CT 06614-5145 Tel: (203) 385-0670 Fax: (203) 385-0756 Houston, Texas 3838 North Sam Houston Parkway East,Suite 120 Houston, TX 77032 Tel: (281) 590-1092 Fax: (281) 590-7100 Los Angeles, California 3931 MacArthur Blvd. Suite 202 Newport Beach, CA 92660 Tel: (714) 852-8948 Fax: (714) 852-8971 Mobile, Alabama 605 Bel Air Blvd., Suite 10 Mobile, AL 36606 Tel: (334) 473-1692 Fax: (334) 473-1782 Fire Protection Sprinkler Service Gauge Ashcroft Fire Protection Sprinkler pressure gauges are Underwriters Laboratory Listed and Factory Mutual approved for fire protection sprinkler service. The 0/300 psi pressure range of this gauge is used on "wet" systems where water is available to the sprinkler heads. The 0/80 retard to 250 psi pressure ranges are used on dry systems where the lines are filled with air pressure until system activation. Among the features of these pressure gauges are: - The patented Spring Suspended Movement with polyester segment designed to provide unequalled shock and vibration resistance resulting in superior performance. - Ultrasonically cleaned and silicone lubricated gearing to assure smooth operation and extended gauge life. - Corrosion resistant ABS (Acrylonitrile Butadiene Styrene) case meets Underwriters Laboratory UL-393, and Factory Mutual require- ments. Product Specifications Ashcroft Model Number: 1005P, XUL Size: 31/2" Diameter Case: ABS (Acrylonitrile Butadiene Styrene Blend) Window: Polycarbonate Dial: Black figures on white background Pointer: Black, Aluminum Movement: Patented Spring Suspended with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: 1/4 NPT Lover Accuracy: ASME B40.1, Grade B (±3-2-3%) Mounting: Stem Ranges: 0/300 psi (eter) 0/80 retard to 250 psi (air) U.L., U.L. of Canada Listed and FM approved. Equivalent (single or dual scale) metric ranges are available. Other U.L. standard ranges available on application. Specifications subject to change without notice. Subject to standard terms and conditions of sale. © Instrument Division, Dresser Equipment Group, Inc. 1101 cSG-3 1010 ti 4 ASHCROFT Dimensions C4mm)v 1 .7 1/ NPT - E Order Information 1. 'KI'I'14MsY41 II1 Dial Size: 31/2" I Patented Spring Suspended Movement Case Type Number: 1005 Case Material: ABS Connection Size and Location: 1% NPT Lower XUL for UL 393 listed and FM approved Range: 0/300 psi I I I I I 1-1 I I I I I I I Li H 11 I I SIZE/TYPE A B C D E 31/2" 1005P 0.70 (94) 1.14 (29) 0.72 0.56 (69) (14.2) 0.47 (11.9) ® POTTER The Symbol of Protection Service Use: Automatic Spririder NFPA-13 National Fire Alarm Code NFPA-72 Optional: CoverTamper Switch Kit, StockNo. 0090139 General Information The Model VSR-FEX is a vane type waterfiow switch for use on wet sprinkler systems located in hazardous locations as shown above. The unit may also be used as a sectional vaterflow detector on large systems. The unit contains two single pole, double thro snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 Lpm) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The unit is enclosed in a cast aluminum housing. The cover is held in place with six M6 x 30M socket head cap screws with property class 8.8. Installation (See Fig.2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15cm) of a fitting which changes the direction of the waterfiow or within 24" (61cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" and 2 1t2" (50mm and 65mm) devices require a hole with a diameter of I 1/4' + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ± 1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. .VSR-FEX EXPLOSION PROOF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD cUL, UL, CSFM and NYMEA Listed and FMApproved DEMKO 08 ATEX 0728480X II2GExd1I11T6 II2DExtDA21IP66 T85C Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: 10 GPM (38 Lpm) Maximum Surge: 18 FPS (10 mIs) Contact Ratings: Two sets ofSPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Resistive Conduit Entrances: Two conduit entrances provided for '/2 ' conduit with '/2" NPT threaded connections Environmental Specifications: For use in hazardous locations, Classified as: Class I: Groups C, D, Div. I Class II: Groups E, F. G, Div. I Class III: Div. 1 Suitable for indoor or outdoor use with factory installed gasket and cast aluminum housing NEMA4 Rated Enclosure - use with appropriate conduit fitting Temperature: 40°F/120°F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle SizesAvailable: Pipe schedules 10 thru 40, sizes 2" thru 8" (50mm thru 200mm) Roll the vane so that it may be inserted into the hole, do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque. See Fig. 2. The vane must not rub the inside of the pipe or bind in any way. Switch Terminal Connections Clamping Plate Terminal Fig. I .,,... 0 DWG9 923-3 00 A CAUTION I An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. I I I I I I I I I I El I I I I I Potter Electric Signal Company, LLC 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 wwwpottersignal.com PRINTED IN USA MFG. 45400805 - REV N PAGE I OF 3 8/08 I I (E)POTTER The Symbol of Protection Fig. 2 VSR-FEX EXPLOSION PROOF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD I I I I I I I I DO NOT LEAVE COVER OFF FOR RETARD ADJUSTMENT: EXTENDED PERIOD OF TIME TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A "B" SETTING IS USUALLY ADEQUATE FOR THIS, FACTORY IS SET TO "B". TO INSTALL DRILL A HOLE AS INDICATED: PIPE SIZE: HOLE SIZE: 2" to 2-1/2" 1-1/4" +1/8" -1/16" (50mm to 65mm) (33mm ±2mm) 3' to 8" 2" ±1/8" (80mm to 200mm) (50mm ±2mm) DIRECTION TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT-LBS 9--~ (68 n-m) OF TORQUE a MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) a o 1 Ale IO_21 20-41 C Ic lo 50-70 c 60-90 A CAUTION When this device is to be installed in an area that is classified as "Hazardous", the person responsible for safety in the area should be contacted to determine if the tools and operations required for the installation of the device and associated components are permitted in the area. To reduce the risk of ignition of hazardous atmospheres, disconnect supply circuits before opening enclosure. Keep cover tightly closed when in operation. Cover screws must be torqued to a minimum of 20 in. tbs. I I I DWG. #805-1 Fig. 3 Typical Electrical Connections 2 SETS OF NORMALLY OPEN CONTACTS WATERFLOW ZONE EOLR PROM CLOSE ON ALARM ON FIRE PANEL FIRE PANEL 5 NO THE S.C. AND NO. MARKINGS ON POSITIVE DC THE SWITCH ARE FOR AN ALARM OR HOTAC CONDITION. BELL NEGATIVE DC OR THE CONTACTS ARE REVERSED NEUTRAL AC WHEN THE DEVICE IS IN THE NORMAL CONDITION. I I I I I Notes: The Model VSR-FEX has two switches, one can be used to operate a central Station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. Note: For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. I). I I PRINTED IN USA MFG. 95400805 - REV N PAGE 2 OF 3 8/08 I I Max Clearance 9.72] [6342w 4W5 110LE0.1507 "2 [637 -U5 DETAIL F MAX CLEARANCE .0032 IN. (.00mm.) DWG# 805-2 I I I I I I ® POTTER The Symbol of Protection Testing The frequency of testing for the model VSR-FEX and its associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the authority havingjurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection VSR-FEX EXPLOSION PROOF VANE TYPE .WATERFLOW ALARM SWITCH WITH RETARD device on the system, application of the VSR-FEX is not recommended or advisable. A minimum flow of 10 gpm (38 Lprn) is required to activate this device. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. I I I I I I I 'H I Fig. 4 Joints and Clearances Minimum Joint Width III,I WAVW WWI SECTION A-A NOTE: WITH COVER SCREWS TIGHTENO TO 20.25 IN/LBS (2.26-2.825 NT) THE BASE TO COVER JOINT GAP MUST BE LESS THAN .0015 IN. (.038mm). PRINTED IN USA MFG. 45400805 - REV N PAGE 3 OF 3 8/08 I I CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL 0 FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7770-0328:0001 Page 1 of 1 CATEGORY: 7770 -- VALVES/SWITCHES LISTEE: Potter Electric Signal Co1609 Park 370 Place, Hazelwood, MO 63042 Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillWpottersignal.com DESIGN: Vane and pressure type water flow alarm switches listed below. Refer to listee's data sheet for detailed product description and operational considerations. Vane Types: I I I I I I VSR-CF VSR-D VSR-FE-2 VS-SP VSR-SFT VSG VSR-C VSR-ST Pressure Type: VSR-F VSR-SF VS-F VSR-SFG VSR VSR-S VSR-SG I I I I I I WFS-B WFSR-C WFSPD-B PS10 PS-1 OA PS-100A WFSR-F PS100 INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listees name, model number and UL or FM label. APPROVAL: Listed as waterflow alarm switches for use with fire sprinkler systems. Vane models may be used in wet pipe systems; pressure models may be used in wet or dry systems. Model VSR-CF is for use on K, L or M copper pipe (2", 2-1/2", 3", 4") and listed CPVC pipe (2', 2-1/2", 3"). Model VSR-SF for use on 1", 1-1/4", 1-1/2" and *2 steel, copper or listed plastic pipe. Model VSG is for low flow rate. Model VSR-SFG and VSR-SFT are for use on 1', 1-1/4', 1-1/2' and *2 plastic pipe. Models VS-F, VSR-F, VSR-FE and VSR-FE-2 is for use on 2", 2-1/2', 3", 3-1/2', 4", 5", 6", 8' and 10' pipe. *Model VSR is for use on steel pipe sizes from 2" through 8". Vane type switches may be used outdoors when the outdoor temperature never falls below 40oF. I I I I I I Rev*5172007 jw This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2017 Listing Expires June 30, 2018 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division Ii 1 I @POTTER The Symbol of Protection BELLS PBA-AC & MBA-DC These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. UL, ULC, and FM Approved Sizes Available: 6' (150mm), 8' (200mm) and 10' (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells -4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-I deep weatherproof backbox Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. I I I I I I I 1 I I I Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC - MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) I20VAC PBAI206 1806120* .05A 92 83 8(200) I20VAC PBAI208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 I I All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. I AWARNING I In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-l. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO. • Phone: 866-572-3005/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. #5400776. REV Y-I PAGE 1 OF 2 01/13 I I I I I I DWEll 376.1 Bells Dimensions Inches (mm) Fig. I (2 0) I I (2 8 00) 6" (ISO) H 211/t6' (68) 1 I I I I Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance 3/4-' (146) L-1 - I ._1 I ,,, L (4)) DSI'C# 776-2 I I I [1 [1 I I I (E)POTTER The Symbol of Protection BELLS PBA-AC & MBA-DC Wiring (rear view) Fig. 3 A.C. BELLS WHITE (IN) WHITE (OUT) FROM CONTROL PANEL OR PRECEDING BELL BLACK (IN) _BLAK (OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: I. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST DELL, 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS, DIVES 776.2 Installation The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. Remove the gong, Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). àWARNING Failure to install striker down will prevent bell from operating. I PRINTED IN USA MFG. 95400776 -REV Y-I PAGE 2 OF 2 01/13 I CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL - FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7135-0328:0119 Page 1 of 1 CATEGORY: 7135--AUDIBLE DEVICES LISTEE: Potter Electric Signal Co1609 Park 370 Place, Hazelwood, MO 63042 Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 Email: BillWpottersignal.com DESIGN: Models*SB624153075, *sB624.75110 PBA246, PBA248, PBA2410, PBA1206, PBA1208 and PBA12010 vibrating bells. Suitable for outdoor use when used with Model BBK-1 backbox. Models are AC or DC powered and available in 6', 8" and 10". Models MBA-6, -8 and -10 bells, suitable for outdoor use when used with Model BBX-1 backbox. Refer to listee's data sheet for detailed product description and operational considerations. RATING: PBA-246, -248, -2410: 24 VAC PBA-1206, -1208, -12010: 120 VAC MBA-6, -8, -10: 12or24VDC INSTALLATION: In accordance with listee's printed installation instruction, applicable codes & ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL label. APPROVAL: Listed as audible devices for use with separately listed compatible fire alarm control units. If this appliance is required to produce a distinctive three-pulse Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition, the appliance must be used with a fire alarm control unit that can generate the temporal pattern signal. Refer to manufacturer's Installation Manual for details. NOTE: I I I I I I I I *Rev 5-17-2007jw This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct ?VC operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2017 Listing Expires June 30, 2018 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division I I I I I I I I I I I I Emma FIRE SPRINKLER CORPORATION I SPRINKLER CABINETS FOR REPLACEMENT AUTOMATIC SPRINKLERS SIX SPRINKLER CABINET FOR 112" OR 3/4" SPRINKLERS P/N 312390 TWELVE SPRINKLER CABINET FOR 1/2" OR 3/4" SPRINKLERS P/N 312392 When storing concealed sprinklers, Twelve Sprinkler Cabinet holds six units and Six Sprinkler Cabinet holds three units. 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JAN 2017 GFS- 825 (Formerly B-5) I I I U I I I I I I I I I I I ~_7 Awdr-11. 4077 Airpark Dr. Standish Ml 48658 989w-846-4583 www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support. 989-414-2600 techservice@globesprinkler.com SPRINKLER GUARDS AND SHIELDS GUARD MODELS JG & JGS SHIELD MODEL GL SERIES Li I 1 I [1 GENERAL DESCRIPTION Globe Model JIG sprinkler guards are accessories designed to protect specific GL Series sprinklers where the poten- tial of mechanical damage might be expected. In addition, GL Series water shields are used to protect the sprinkler's thermosensitive element from the water spray discharge of higher elevation sprinklers. The use of the Model JGS guard and shield assembly with an appropriate upright sprinkler provides an approved "Intermediate Level" upright sprinkler assembly suitable for rack storage applications (See Table A for specific approvals). Likewise, the use of the GL Series water shield with an appropriate pendent sprinkler, provides a listed/approved "Intermediate Level" pendent sprinkler as- sembly suitable for rack storage applications (See Table A for specific listings/approvals). If a head guard is also de- sired for this pendent "Intermediate Level" sprinkler assem- bly, the JIG head guard, in accordance with Table A, may be utilized in addition to the shield. The guards are available in red or chrome plated. Model JIG - (cULus) Part No. 312253-1 (Red) Part No. 312253-C (Chrome) I Model JIG - (FM) Part No. 312253-1-B (Red) Part No. 312253-C-B (Chrome) I I I I I LIII I TECHNICAL DATA Approvals See Table A on page 2 Material Headguard - steel Water shield - steel - 33/4' Diameter Finish Headguard - red or chrome Water shield - zinc plated Model JGS Part No. 321406 (Red enamel painted) Part No. 321407 (Chrome plated) NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to assure that the most recent technical literature is being utilized. GL Series Shield Part No. 325706 1/2" NPT Part No. 325707 3/4" NP APR 2017 GFS-450 (Formerly B-I) PAGE 1 OF 3 I U I I TABLE A. SPRINKER GUARD, SHIELD, LISTINGS & APPROVALS SIN NO. T.D.S. RESPONSE ORIENTATION K-FACTOR NPT MODELJG 312253-1-B 312253-C-B MODELJG 312253.1 312253-C SHIELD MODEL JGS GL5601 GFS-100a QUICK PENDENT 5.6 1/2' FM cULus cULus, FM N/A GL5601 GFS-400 QUICK PENDENT 5.6 1/2" FM cULus cULus, FM N/A GL5615 GFS-100a QUICK UPRIGHT 5.6 1/2" FM cULus N/A cULus, FM GL5617 GFS-400 QUICK. UPRIGHT 5.6 1/2" N/A N/A Assembled cULus, FM N/A GL5651 GFS-430 STANDARD PENDENT 5.6 1/2" FM cULus cULus, FM N/A GL5661 GFS-100b STANDARD UPRIGHT 5.6 1/2" FM cULus N/A cULus, FM GL5663 GFS-430 STANDARD UPRIGHT 5.6 1/2" N/A N/A Assembled cULus, FM N/A GL8101 GFS-400 QUICK PENDENT 8.0 1/2" N/A cULus cULus N/A GL8106 GFS-400 QUICK PENDENT 8.0 3/4" FM cULus cULus, FM N/A GL8115 GFS-100a QUICK UPRIGHT 8.0 1/2" N/A cULus N/A cULus GL8117 GFS-400 QUICK UPRIGHT 8.0 1/2" N/A N/A Assembled cULus N/A GL8118 GFS-100a QUICK UPRIGHT 8.0 3/4" FM cULus N/A cULus, FM GL8120 GFS-400 QUICK UPRIGHT 8.0 3/4" N/A N/A Assembled cULus, FM N/A GL8151 GFS-430 STANDARD. PENDENT 8.0 1/2" N/A cULus cULus N/A GL8156 GFS-430 STANDARD PENDENT 8.0 3/4" FM cULus cULus, FM N/A GL8161 GFS-100b STANDARD UPRIGHT 8.0 1/2" N/A cULus N/A cULus GL8163 GFS-430 STANDARD UPRIGHT 8.0 1/2" N/A N/A Assembled cULus N/A GL8164 GFS-100b STANDARD UPRIGHT 8.0 3/4" FM cULus N/A cULus, FM GL8166 GFS-430 STANDARD UPRIGHT 8.0 3/4" N/A N/A Assembled cULus, FM N/A GL1114 GFS-400 QUICK PENDENT 11.2 3/4" N/A cULus cULus N/A GL1123 GFS-410 QUICK UPRIGHT 11.2 3/4" N/A cULus N/A cULus GL1124 GFS-400 QUICK UPRIGHT 11.2 3/4" N/A N/A Assembled cULus N/A GL1160 GFS-430 STANDARD PENDENT 11.2 3/4" N/A cULus cULus N/A GL1167 GFS-440 STANDARD UPRIGHT 11.2 3/4" N/A cULus cULus cULus GI-1168 GFS-430 STANDARD UPRIGHT 11.2 3/4" N/A N/A Assembled cULus, FM N/A 10 2] 2 7] 12 .7] [69.0] MODEL JIG (cULus) MODEL JG (FM) FIGURE 1 FIGURE 2 3.78" DIA. GL SERIES SHIELD FIGURE 4 APR 2017 GFS-450 (Formerly B-I) I I I I I I I I I I I I I I I I 1 I I [69.0] MODEL JGS FIGURE 3 PAGE 2 OF 3 Installation of Guard Model JG Step 1. Unclip the hooks from the cage of the sprinkler guard assembly. Step 2. Spread the cage open slightly at the base to provide sufficient space to install the sprinkler guard over the sprinkler frame. (NOTE - spreading the cage too much may damage the sprinkler guard) Step 3. With the guard positioned over the sprinkler frame, close the cage such that the notches at the base of the cage fit around the thread relief of the sprinkler. (space between the top of the threads and the wrench flats) Step 4. While holding the cage closed, slide one of the hooks down the cage frame to the notch to where it clicks into place. Step 5. While squeezing the open side of the cage, slide the second hook down to the notch in the same manner as the opposing side Step 6. Inspect the sprinkler and sprinkler guard for any damage. Replace either if any damage is observed. NOTE: The guard cage maybe oriented in any position relative to sprinkler frame arms. Installation of Series GL Shield Step 1. Install the Shield over the sprinkler threads down to the end of the sprinkler threads. (Do not thread shield past threads and onto sprinkler relief area). Step 2. With pipe thread sealant applied, hand tighten the sprin- kler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using the appropriate sprinkler wrench. Step 4. After the sprinkler is installed, spin the shield back up the threads towards the sprinkler fitting until the shield comes in contact with the fitting. Installation of Shield Series GL with Guard Model JG The GL Series Shield must be installed onto sprinkler prior to sprinkler installation into fitting. Step 1. Install the Shield over the sprinkler threads down to the end of the sprinkler threads. (Do not thread shield past threads and onto sprinkler relief area). Step 2. With pipe thread sealant applied, hand tighten the sprin- kler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using the appropriate sprinkler wrench. Step 4. After the sprinkler is installed, spin the shield back up the threads towards the sprinkler fitting until the shield comes in contact with the fitting. Step 5. Unclip the hooks from the Cage of the appropriate sprin- kler guard assembly. Step 6. Spread the cage open slightly at the base to provide sufficient space to install the sprinkler guard over the sprinkler frame. (NOTE - spreading the cage too much may damage the sprinkler guard) Step 7. With the guard positioned over the sprinkler frame, close the cage such that the notches at the base of the cage fit around the thread relief of the sprinkler (space between the top of the threads and the wrench flats). Step 8. While holding the cage closed, slide one of the hooks down the cage frame to the notch to where it clicks into place. Step 9. While squeezing the open side of the cage, slide the second hook down to the notch in the same manner as the opposing side. Step 10. Inspect the sprinkler and sprinkler guard for any dam- age. Replace either if any damage is observed. NOTE: The guard cage may be oriented in any position relative to sprinkler frame arms. I I I 1 I I I PT El I 1 I The GL Series Shield must be installed onto sprinkler prior to sprinkler installation into fitting. The GL Series Shield may be used on sprinklers alone or in combination with a JG Sprinkler Guard. ORDERING INFORMATION SPECIFY: Model Finish • PN JG Red painted . . . . . . . . . . 312253-1 -B JG Chrome plated ........312253 -C-B JG Red painted . . . . . . . . . . 312253-1 JG Chrome plated . . . . . . . . 312253-C JGS Red painted .........321406 JGS Chrome plated . . . . . . . . 321407 CL Shield 1/2" NPT .........325706 GL Shield %" NPT .........325707 NOTE: See Table A for appropriate Listings/Approval combinations. 4077 Airpark Dr. Standish, Ml 48658•989-846-4583• www.globesprinkler.com Technical Support. 989-414-2600 techservicegIobesprinkIer.com APR 2017 GFS-450 (Formerly B-I) PAGE 3 OF 3 I I Li Li I I I GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I I I ri SPRINKLER d HEADS I I I I I I [1 I I I I Fi I I 1 I tqcci Fire Protection Products Worldwide www.tyco-fire.com Contacts I Model ESFR-25 252 K-factor Pendent Sprinkler Early Suppression, Fast Response I I I I I I I I Li I I I 1 I General Description TYCO Model ESFR-25 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 25.2 (Ref. Figure 1). They are suppression-mode sprinklers that are especially advantageous as a means of eliminating the use of in-rack sprinklers when protecting high-piled storage. The Model ESFR-25 Sprinklers are pri- marily used for ceiling-only sprinkler protection of (but not limited to) the fol- lowing storage applications: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics uncartoned (exposed) expanded plastics in accordance with NFPA 13 and FM Global standards some storage arrangements of rub- ber tires, roll paper, flammable liq- uids, aerosols, and automotive components For more specific criteria, refer to Table A as well as the applicable design standard. The Model ESFR-25 Pendent Sprin- klers provide the system designer with hydraulic and sprinkler place- ment options not presently available to the traditional ESFR sprinklers having nominal K-factors of 14.0 and 16.8. In particular, the Model ESFR-25 Sprin- kler has been designed to operate at substantially lower-end head pres- sures, as compared to ESFR Sprinklers IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. I Page I of 4 having nominal K-factors of 14.0 and 16.8. This feature offers flexibility when sizing system piping, as well as possi- bly reducing or eliminating the need for a system fire pump. Also, Model ESFR-25 Sprinklers permit use of a maximum deflector-to-ceiling distance of 18 inches (460 mm) versus 14 inches (356 mm). Additionally, a storage arrangement of 40 ft. (12,2 m) with a ceiling height of 45 ft. (13,7 m) does not require in-rack sprinklers as do other ESFR Sprinklers having nominal K-factors of 14.0 and 16.8. The Model ESFR-25 Sprinklers are listed by Underwriters Laboratories (UL) for specific applications with a maximum storage height of 43 ft. (13,1 m) with a maximum ceiling height of 48 ft. (14,6 m) without the requirement for in-rack sprinklers. Refer to the Specific Application Listing (UL) for the design criteria. Applications for the TYCO ESFR Sprin- klers are expanding beyond currently recognized installation standards. For information on research fire tests (e.g., with flammable liquids and aerosols) that may be acceptable to an author- ity having jurisdiction, contact Tyco Fire Protection Products (TFPP) Technical Services. NOTICE The Model ESFR-25 Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be referenced to ensure applicability and to obtain complete installation guide- JULY 2016 lines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) TY9226 TY9226 is a re-designation for Central SIN 9226, Gem SIN G8441, and Star SIN S8010. Technical Data Approvals UL and C-UL Listed FM Approved VdS Approved NYC Approved under MEA 356-01-E LPCB Certified (Cert. Nos. 094b and 0071) CE Certified (Certificate of Conformity 1725-CPD-H 0010) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 1 Inch NPTor ISO 7-R1 Discharge Coefficient K=25.2 gpm/psi" (362,9 pm/bar") Temperature Ratings 165°F (74°C) and 212°F (100'C) Finish Natural Brass TFP3I2 I I 1 I I I I I I I I I 1 1 I 1 1 I I TFP3I2 Page 2 of 4 H-1" NPT 1-13/16 9/16' (46,0 mm) (14,3 mm) NOMINAL MAKE-IN 3-13/16' \ jF (96,8 mm) THERMAL SENSING ELEMENT WRENCH FLATS I TEMPERATURE RATING - 2' (50,8 mm) -H FIGURE 1 MODEL ESFR-25 PENDENT SPRINKLER, 25.2K EARLY SUPPRESSION, FAST RESPONSE Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Refer to NFPA 13 Refer to FM Global Single, Double, Multiple-Row, or Portable Rack Storage of Chapters 16 and 17 2-0 and 8-9 Class -IV and Group A or B Plastics Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class -IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global Chapter 12 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global Chapter 18 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage Refer to NFPA 30 Refer to FM Global 7-29 (Refer to the Standard) Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM Global 7-31 Automotive Components in Portable Racks Refer to NFPA 13 N/A (Control mode only; refer to the Standard) Chapter 20 N/A - Not Applicable TABLE A MODEL ESFR-25 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW 7 Components: 8 1 - Frame 2 - Deflector 3 - Compression Screw 4-Hook 6 5 - Strut 6 - Link Assembly 7 - Button 5 8 - Sealing Assembly 9 - Ejection Spring 3 2 TFP3I2 Page 3 of 4 I Physical Characteristics Frame .............................Brass Deflector ..........................Bronze Compression Screw ..........Stainless Steel Hook . MONEL Strut . MONEL Link Assembly................Solder, Nickel Button .............................Brass Sealing Assembly. Beryllium Nickel w/TEFLON Ejection Spring ..................INCONEL Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-25 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines. The following general guidelines are not intended to provide complete installa- tion criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP316 Model ESFR-17 (1Y7126) K=16.8 Upright Sprinkler TFP317 Model ESFR-17 (TY7223) K=16.8 Pendent Sprinkler TFP318 Model ESFR-1 (1Y6226) K=14.0 Pendent Sprinkler TFP319 Model ESFR-14 (TY6236) K=14.0 Pendent Sprinkler System Type Wet Pipe Roof Construction Unobstructed or obstructed con- struction (e.g., smooth ceiling, bar joists, beam and girder, and so forth). Where the depths of the solid struc- tural members (e.g., beams and stem) exceed 12 inches (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 / FM Global 2-0 Maximum Spacing 12 feet (3,7 m) for building heights up to 30 feet (9,1 m) 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m). In some cases, installation standards permit a greater spacing. Minimum Spacing 8 feet (2,4 m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA Deflector-to-Ceiling Distance 6 to 18 inches (152 to 457 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. Specific Application Listing (UL) TYCO Model ESFR-25 Pendent Sprin- klers are listed by Underwriters Labo- ratories (UL) for Specific Applications with a ceiling height greater than 45 ft. (13,7 m) up to and includ- ing 48 ft. (14,6 m), and a storage arrangement up to and including 43 ft. (13,1 m), the following guide- line are provided for the TYCO Model ESFR-25 Pendent Sprinklers: Sprinkler Position Pendent: Frame arms aligned with pipe Deflectors parallel with ceiling or roof System Type Wet Pipe only Maximum Area of Coverage 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Area of Coverage 64 ft2 (5,8 m2) according to NFPA 13 Maximum Slope Ceiling 2 inch rise for 12 inch run (16.7%) Maximum Spacing 10 feet (3,1 m) In some cases, the installation stan- dards permit a greater spacing. Minimum Spacing 8 feet (2,4 m) Temperature Rating 165°F (74°C) and 212°F (100°C) Deflector Distance from Walls Minimum of 4 inches (102 mm) from walls but no more than 1/2 the allow- able distance permitted between sprinklers Deflector to Top of Storage Minimum of 36 inches (914 mm) Deflector-to-Ceiling Distance 6 to 14 inches (152 to 356 mm) Maximum Ceiling Height 48 feet (14,6 m) Maximum Storage Height 43 feet (13,1 m) Storage Arrangement Palletized, solid piled, open frame, single row, or double row Commodity Class I-IV; Cartoned, unexpanded plastic Sprinkler System Design NFPA 13 for ESFR Sprinklers based upon 45 psi (3,1 bar) design pressure, 169 gpm (640 1pm) with 12 sprinkler remote area Minimum Aisle Width 5 feet (1,5 m) U I I I I I I I I I [H I I I U I I I TFP3I2 I Page 4of4 ING SIDE TOWARDS SPRINKLER FITTING WRE REC FIGURE 2 W-TYPE I SPRINKLER WRENCH Installation TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Damage to the fusible Link Assem- bly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible Link Assembly), and by using the appropriate sprinkler wrench. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 1 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 20 to 30 lbs.-ft. (26,8 to 40,2 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-25 Pendent Sprinkler in the pendent posi- tion (Ref. Figure 2). Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-25 Pendent Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-25 Pendent Sprinkler using only the W-Type 1 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figure 1). Step 4. After installation, inspect the Link Assembly of each Model ESFR-25 Pendent Sprinkler for damage. In par- ticular, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assem- bly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. Care and Maintenance TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Model ESFR-25 Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (1Y9226), (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) ..................58-441-1-165 212°F (100°C) .................58-441-1-214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-25, Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (TY9226) with ISO 7-1 thread connection, (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-442-1 -165 212°F (100°C) .................58-442-1-214 Sprinkler Wrench Specify: W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 I I I I I I I I I I I I I I 1 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqco MONEL and INCONEL are trademark of Special Metals Corporation. Fire Protection Products TEFLON is trademark of DuPont Corporation. I I I mass 61111 FIRE SPRINKLER CORPORATION I I QUICK RESPONSE A U TO MA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) I 41 The Globe Quick Response GL Series Sprinklers are a DESCRIPTION AND OPERATION f / low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler I operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray - I sprinklers are specified when allowed by the applicable stan- QUICK RESPONSE dards. It offers the additional feature of greatly increased safe- UPRIGHT CONVENTIONAL ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. I Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. (T The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ab- 'T 1 sorbed, the liquid within the bulb expands increasing the internal I pressure. At the prescribed temperature the internal pressure ..- within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- QUICK RESPONSE I uted in an approved pattern depending upon the deflector style PENDENT VERTICAL SIDEWALL used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) 'Water Working Pressure Rating -175 psi (12 Bars) ' LZ Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size *SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR R N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 13571155°17 57°C/68°C ORANGE/RED 100°F 38°c INTERMEDIATE 175°F/200°F 79°c/93°c YELLOW/GREEN 150°F 66°c HIGH 286'F 141 T BLUE 225 *F 107'C APR 2017 GFS-1 00a (Formerly A-20) I I I 1 I QUICK RESPONSE HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Chrom Whit eeSter3 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester 2,1 8.0 (115 metric) I 3/4'NPT (20mm) 2 7/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 29/16". 2FINISHIES AVAILABLE ON SPECIAL ORDER. 3AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE STYLE SIN MODEL K FACTOR HAZARD cULus FM LPC CE NYC-DOB MEA 101-92-E 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) GL2815 2.8 LH X X X X X X X GL4215 4.2 LH X X X X X X X JPRIGH11 GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0* LH/OH X X X X X X X L811E5H/OI-O x x x ® x ® x x x x GL2801 2.8 LH X X X X X X X GL4201 4.2 LH X X X X X X X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 8.0" LH/OH X X X X X X X GL8106 8.0 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLt GL8133 8.0 LH X X X X X X GL2826 2.8 LH X X X X X X X HORIZONTAL GL4226 4.2 LH X X X X X X X SIDEWALL GL5626 5.6 LH/OH X X X X X X X X GI-5627a 5.6 LH/OH X X X X X --- --- X X GL8127 8.0 LH/OH X X X X X X CONVENTIONAL GL5624 5.6 LH/OH X X X X X --- --- X X (OLD STYLE) GL8125 8.0 LH/OH X X X X X --- --- X X 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. uINSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD °112" NPT I ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity Model Number Style Orifice products found to be defective in material or workmanship for a I . Thread Size • Temperature • Finishes desired period of one year from date of shipment. Quantity - Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.a.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 777 989-846-4583 FAX 989-846-9231 .61m:11 ov 1-800-248-0278 www.globesprinkler.com FIRE SPRINKLER CORPORATION APR 2017 PRINTED U.S.A. GFS-100a (Formerly A-20) I I I I I I I I I I I I I I I I I I I I HANGER & I BRACES I COMPONENTS I I I I I I I I I I I I 1I 80057 GST100 25 1/4 8003957 GST 200 1/4 x 2' 1760 (Fir) 25 125 1/4" 8004957 GST300 114x3" 2060 (Fir) 25 125J 3/8' 8006957 GST .75 1/4 s 3/4' 564 (3/4" Ply) 25 125 8007957 GSTIO 114x1' 300 25 125 1 3/8 8008957 GST20 1/4x2 1760 (Fir) 850 1475 25 125 3/8 8068925 GST2O-SS lL4x2 - 1760(Fir) 850 255_] 3/8' 8009925 GST25-380 3/852-1/2'2113 (Fir) 1500 25 125 3/88010957GST301/4x3 2060 (Fir) 15001475 - 25 12 3/8" 8069925 GST3O-SS - 1/4x3' 2060 (Fir) - - - - 25125 - Nut Driver Part #8113910 - - 3/8" 8011925 - GST4O 1/4x4 - 2180 (Fir) 3/8" 8012925 GST60 114x6" 2230 (Fir) 25 125 r 1/28013925 GST2 1/4x2 1760 (Fir) - 25125 1/2 492 8015 GST2.5-380 318x2-1/2' 2113 (Fir) 25 125 1/28015925 GST3 1/4x3 - 2275 (Fir) - --25-- 125- 1/2" 8016925 GST4 1/4 s4' 2180 (Fir) - 25 125 1/2 6017925 GST6 1/4x6 - 2230 (Fir) - 15 125_] #14SWRed Nut Driver Part # 8114910 Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. 'Accommodates up to 3 /2" x 12 pitch roof. • Reduces installation cost. Allows 17' deflection from vertical. Made in the U.S.A. 3/8' 8139957 SH-GST20 1/4x2 1257 (Fir) 1050 1475 25 125 125 3/8" 8141957 SH-GST30 1/4x3' 1720 (Fir) 1500 1475 25 125 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use at the appropriate nut driver for installations. For the most up to date information, visit www.sammysuperscrew.com_ t' -- V '(ZHS~ FII #14 Black Nut Driver Part # 8113910 I I I I IN Floor Joist I I I I Ii Not less than? nominal width (1-1/2") up to 3-117 pipe; not less than 3 (2-1i2) nominal width 4" & 5" pipe I Minimum 2-1/2" from bottom for branch lines. Minimum 3" from bottom for main lines. Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of - , steel beams. jj Product Features No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. _1/4_8q18957 SWG 100 1l4x1" 622 (Fir)_________ 25 - 125 1/4" 8019957 SWG 200 1/40 2" 1725 (Fir) 25 125 I E 3/8 8020957 SWG10 - 1/4x1 622 (Flu) 300 25 125] - 3/8" 8021957 SWG 20 1/402" 1725 (Fir) 1050 25 125 3/8 - 8073925 - SWG 2O-SS 1/4x2 1725 (F 850 - 125 #14SWRed I 3/8" 8022925 SWG 25-380 3/8o2-1/2" 2249 (Fir) 1500 25 125 Nut Driver L:?'Q____. 8023925 SWG3O - 1/4x3 1884 (FIr) 25 1251 Part # 8114910 I 1 I Insert the appropriate nut driver into a 3/8' or 112"pon'able drill Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member When the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4' 3/8", 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. Insert the appropriate nut driver into a 3/8" or 112"poilable drill. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 3/8" or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. I F] I I I W. W:_ - Vex' I SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. I B Per NFPA 1 - 3/s" or /2" Lag Bolts Up to 4 (100mm) pipe 2 - #16 x 2 Drive Screws 1/2' (15mm) - a" IlOOmmI pipe UL Listed Fastener Table Pipe Size Qty Fastener Type Material 2" 2 #16 x 2" Drive screws Wood 2" 1 3/8" Lag bolt Wood 21/2" - 4" 1 1/2" Lag bolt Wood 31/2" 2 1/4" X 11/2' Lag bolts Wood 4" 2 1/4" x 2" Lag bolts ** Wood 4" 2 1/4" x 1" Tek screws Metal (15 gauge) 4" - 2 14'x 1" Tek screws Metal (16 gauge) ** No pre-drilling Up Upper Attachments Fig. 58 - Threaded Side Beam Bracket ®TOL..ccr Size Range: /8"-16 rod, pipe sizes 1/2" 15mm) thru 4" (100mm) Material: Pre-Galvanized Steel US Function: Practical and economical bracket used to support piping from wood, concrete FM 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 3/8" and 1/2" fastener bolts. Per NFPA 13: 1/2" (15mm) thru 2" (50mm) pipe requires /8" fastener, 21/2" 165mm1 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. I I I 1 2 - #14 x 1" Tek Type Screws 2- Iv x 2" Lag Bolts (No Pre-Drilling Up to 4 (100mm) pipe E U I Larger pipe sizes can be hung with reduced spacing Part No. Pipe Size Rod A B C Approx. Wt./100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 /2" - 4" (15-100) /8"-16 2/4" (69.8) 11/2" (38.1) 11/8" (28.6) 14 (6.3) 1 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 85 B-Line by I Concrete Inserts Fig. 109A - Concrete Deck Insert - Hanger Application Size Range: /8"-16 thru /8"-9 rod Material: Steel Function: For use in metal deck formed concrete to attach hanger rods. Allows for pre-positioning of hanger rods in poured concrete decks. Approvals: /8' - /8" rod size is Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size and finish. Contact B-Line for custom rod lengths. Applications Per NFPA 13 (2010): UL Listed as a component of a hanger assembly per Section 9.1.1.4.1 See dimensions and installation Detail below. 11/4' 1, (25.4mm) (31.7mm) Minimum 4 4 4 4 Fig. 109A 12" (305mm) 1" (25.4mm) 12' (305mm) 1 (25.4mm) Minimum - Minimum Minimum Minimum 4 4 1 11/4" (31.1mm) A (31.7mm) liv V /'1 / I / Fig. 109A Fig. 109A Ui Rod Max. Max. Hanger Approx. Size Pipe Size Spacing Wt./100 Part No. in. (mm) in. (m) lbs. (kg) 109A-3/8 -16 4' (101.6) 15-0" (4.57) 67.0 (30.4) 109A-1/2 1/2'..13 8' (203.2) 15-0" (4.57) 69.0 (31.3) 109A-5/8 5M°-1 1 Contact B-Line 71.0 (32.2) 109A-3/4 3/411-10 Contact B-Line 213.0 (96.6) 109A-1/8 /1-9 Contact B-Line 217.0 (98.4) Blind by.Et4U I I I I I I I I I I I Co 0 12' (305mm) 1" (25.4mm) Minimum —Minimum 11/4' (31.1mm) 1" (25.4mm) Minimum Fig. iOtA NOTES: Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jam nut is required to prevent the anchor bolt from laying over when concrete is poured. There is no structural strength added from the use of a mechanical fastener to hold the product in place before the pour. Minimum spacing between inserts shall be not less than 41&' (1 14.3mm) for 3/8' and 6' (1152.4mm) for ½' Standard Bolt Length 8" (2031mm) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 74 Fire Protection Solutions Standard Bolt Length 8" (203.2mm) 12" (305mm) Minimum LI \t Fig. 109A 1" (25.4mm) 12" (305mm) 1" )25.4mm( Minimum Minimum Minimu T Ti..J :cm 7 Fig. 109A 12" (305mm) Minimum - 4 1" (25.4mm) Minimum 1" (25.4mm) - Minimum Fig. 109A 1,. (25.4mm) Minimum 4 'fl'4 H 4 Seismic bracing design load calculated in compliance with the requirements of (BC 2012/CBC 2013. Al) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 75 Revised 8/8/2014 B Lin ë by E.T4I I I I I I I I I I I I I I I I I 1 I I Concrete Inserts Fig. 109A - Concrete Deck Insert - Brace Application Size Range: /8'-16 thru /8'-9 rod Material: Steel Function: For use in metal deck formed concrete to attach hanger rods. Allows for pie-positioning of hanger rods in poured concrete decks. Finish: Plate: Plain Steel. Rod: Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size and finish. Contact B-Line for custom rod lengths. Qualifies as an acceptable alternate seismic brace fastener per Section 9.3.5.9.6 Certification calculations for this application are available upon request. See dimensions and installation Detail below. Rod Max. Horizontal Load D' Mm. Anchor Approx. Size Brace At 45° Embedment Depth Wt./100 Part No. lbs. (kN) in. (mm) lbs. (kg) 109A-318 3/8 -i6 560 (2.49) 25M (66.7) 67.0 (30.4) 1090/2 1/2'..13 660 (2.93) 25/8" 166.71 69.0 (31.3) 109A-518 5,"-i 1 680 (3.02) 2" (66.7) 71.0 132.21: 109A-3/4 /4"-10 700 (3.11) 2/8 (66.7) 213.0 (96.6) 109A-1/8 79 700 (3.11) 2' (66.7) 217.0 (98.4) Seismic bracing design load calculated in compliance with the requirements of IBC 2009/CBC 2010. Rod Max. Horizontal Load 'D' Mm. Anchor Approx. Size Brace At 45° Embedment Depth Wt./100 Part No. lbs. (kN) in. (mm) lbs. (kg) 109A-318 /8"-16 337 (1.50) 25/8" (66.7) 67.0 (30.4) 109A-1/2 1/2"..13 395 11.75) 2/8' 166.71 69.0 (31.3) 109A-5/e /8"-11 395 (1.75) 25/8' (66.7) 71.0 (32.2) 109A-3/4 3/4'L10 395 1.75) 2/8' (66.7) 213.0 (96.6) 109A-7/8 79 395 (1.75) - 25M' (66.7) 217.0 (98.4) Fig. 109A NOTES: Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jam nut is required to prevent the anchor bolt from laying over when concrete is poured. There is no structural strength added from the use of a mechanical fastener to hold the product in place before the pour. Minimum spacing between inserts shall be not less than 41/2' (114.3mm) for 3" and 6' 11152.4mm) for I Threaded Accessories I I I I L B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) B32051 - Threaded Rod (right & left hand threads) Size Range: /8'-16 thru 3-4 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish ®TOLcO Specify Length < TL TL Thread P Standard Design Load Thread Size Thread Length TI 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. lkN) B3205/8x 1 /8"-16 21/2" (63.5) 730 13.251 572 (2.54) B3205-'/2x L 1/2 .13 21/2" 163.51 1350 (6.00) 1057 (4.70) B3205-5/8 x 1 /8"-11 21/2" (63.5) 2160 (9.61) 1692 (7.52) B3205-3/4 x L /4'-10 3" (76.2) 3230 (14.37) 2530 (11.25) B3205-1/8 x 1 /8"-9 31/2" (88.9) 4480 119.931 3508 115.601 For larger sizes consult full line pipe hanger catalog ATR - All Threaded Rod - 120" (3.05m) Lengths (TOLCO Fig. 100) Fig. 99 - All Threaded Rod Cut To Length Size Range: /8'-16 thru 11/2.6 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish I Part No. - Size x Length Threads Recommended Load Approx. Wt./100 Ft. AIR Fig. 99 Per Inch Lbs. (kN) Lbs. (kg) ATR 1/4" x 120 99_1/4 x length 20 240 (1.07) 12 (5.44) ATR 3/8" x 120 99.3/8' x length 16 730 (3.24) 29 (13.15) AIR /2" x 120 99-1I2" x length 13 1350 (6.00) 53 (24.04) AIR /8" x 120 99-/8" x length 11 2160 (9.60) 89 140.371 AIR 3/4 ' x 120 99.3/4" x length 10 3230 (14.37) 123 (55.79) ATR 7/8" x 120 997/8" x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. I n—i I I L [I BLinë by Et4'J All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 412812014 94 Fire Protection Solutions I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 21 Fire Protection Solutions 8- .Lin-e'-by ETN Pipe Hangers I I Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B311ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B311ONFF) U L us Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pie-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled - - - - swivel nut design permits hanger adjustment after installation. 44 - -. Features: ," (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily ," .. B installed around pipe. ', A For hanger with non-captured nut order Fig. 200S. / (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. .. / Approvals: Underwriters Laboratories listed (1/2" 15mm) thru 8" (200mm)) --' Fig 200.1/2 200-/q in the USA (UL) and Canada (cUI) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) )/t (20mm) thru 8 (200mm)). Fig. 200-1 to 200-2 Fig. 200.21/2 to 200-0 Conforms to Federal Specifications WW-H-1 71 E & A-A-I 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized, Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of Q U Fig 200 Fig. 200C Fig. 200F Pipe Size Rod Size A B Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2" (15) /8"-16 31/8" 179.41 2/" (66.7) 11 (5.0) 200/4 3/4" (20) /8"-16 31/8" (79.4) 21/2' (63.5) 11 (5.0) 200-1 1" (25) /8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200.11/4 11/4' (32) /811-16 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200-11/2 11/2" (40) /811-16 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200-2 2" (50) /8"-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200-21/2 21/2" (65) /8"-16 5 /8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) /8"-16 5/8" (149.1) 4" (101.6) 29 (13.3) Fig 200S 200-31/2 31/2" (90) /8"-16 7/8" (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" (100) /8"-16 73/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"..13 91 /8" (231.8( 61I4" (158.7) 66 (30.2) 200-6 6" (150) 1/2 .13 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"13 131/8" (333.4( 8/4" (222.2) 136 (62.3) I I I I I I I I I I I I I I 1 I I I I Fig. 98 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 48 Fire Protection Solutions BLinè bvE1.t I Seismic Bracing I Fig. 15 - Swivel Attachment Size Range: - /8"-1 6 Rod Attachment Material: Steel Function: Recommended applications for this product: May be used as a Branch Line Restraint for structural attachment to anchor bolt, beam clamp, etc. May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUl) to support up to 4" (lOOmm) pipe. Finish: Electro-Galvanized Weight: Approx. Wt./1 00 - 13.3 Lbs. 16.Okgl Order By: Figure number Patent: #7,887,248 May be used as a structural attachment component of a branch line restraint I ®TOLcb- *1 Fig. 10 All Steel 11 Ceiling Plate Fig. 15 Swivel Attachment Fig. 200 'Trimline' Adjustable All Threaded Rod Band Hanger Fig. 25 Surge Restrainer Fig. 65XT Reversible Beam Clamp Fig. 15 Swivel W-Beam Attachment All Threaded Rod May be used with a pitched roof application, to meet requirements of NFPA 13 (2010) Sec. 9.1.2.5. Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener with Break-Off Bolt Head Size Range: Secures /8"-16 thru /8"-9 hanger rod Material: Steel Function: Secures channel to hanger rod for vertical seismic bracing. Slight distortion of the channel (strut) may occur upon installation of rod stiffeners. Approvals: Included in our Seismic Restraints Catalog 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 the TOLCO Seismic Restraint Systems Guidelines Finish: Electro Galvanized. Contact B-Line for alternative finishes and materials. Weight: Approx. Wt./1 00: Fig. 98 - 11.8 Lbs. 15.3kg1 Order By: Fig. 98B - 12.7 Lbs. (5.7kg) Figure number Rod Maximum Rod Length Maximum Spacing Between Size Without Rod Stiffener Rod Stiffeners 19" 1482mm1 13" (330mm) 1/2" 25" 1635mm1 18" 1457mm1 5/8" 31" (787mm) 23" (584mm) 3/4" 37" l940mrnl 28" (711 mm) 43" (1092mm) 33' (838mm) - 1'. 50" 11270mml 38" 1965rnm1 11/4" 60" (1524mm) 43" (1092mm) I I I I I I I I Notes: Rod stiffeners are required only on hanger and trapeze assemblies that have seismic bracing attached at or within 4" (101.6mm) of the rod. A minimum of two rod stiffeners (Figure 98, 98B, or SC228( must be installed. Recommended torque on Figure 98 and 5C228 is 8 ft-lbs. 00.8Nml or finger tight and one full turn with a wrench. Figure 98B has the break off bolt head. Seismic Bracing I I Set I Inclu Mounting Hardware Is Not Included Fig. 909 - No-Thread Swivel Sway Brace Attachment I Size Range: 1(25mm) bracing pipe. For brace pipe sizes larger than 1" (25mm), use Fig. 980. Available with holes for 1"..13 thru /4"-10 fastener attachment. Material: Steel, hardened cone point set bolt I Function: The structural component of a sway and seismic bracing system. Features: This products design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. I NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note: Fig. 909 is used in conjunction with the Fig. 1000, I Fig. 1001, Fig. 4A or Fig. 4L or other approved TOLCO attachment to pipe, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance I with NFPA 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Installation Instructions: Fig. 909 is the structural or transitional attachment I 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, 4A, or other approved TOLCO attachment to pipe to form a I complete bracing assembly. NFPA 13 guidelines should be followed. I Li I To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until the head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, fastener attachment size and finish Part Mounting Hole Brace Max. Design Approx. Number D Pipe Size A B Load Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) lbs. )kN) lbs. (kg) 909.1/2 * 17/32' )13.5) 1.. (25) 6" (152.4) 1I8" (41.3) 2015 (8.96) 91 (41.3) 909-/8 11/16" (11.5) 1" 1251 6" (152.4) 1/8" (41.3) 2015 (8.96) 90 (40.8) 909-/4 13/16" (20.6) 1" (25) 6" (152.4) 1/8" (41.3) 2015 (8.96) 89 (40.4) I Standard size. I Important! - For load information when using Fig. 909 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages ALl thru AL21. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 63 Revised 11/30/2015 I I TOIffl AD US LISTED Design Load - Lbs. For Brace Pipe Size 1" / i'M" Sch.1 Sch.10 Sch.40 1.. /11/4" 1'711/4" 1"/1'/4" 1000/ 1000 1000/1000 1000/ 1000 1600/1600 1600/ 1600 1600/1600 1600/ 1600 1600/1600 1000/1000 1000/1000 1500/1500 2015/2015 2015/2765 2015/2765 2015/2765 2015/2765 2015/2765 1000/1000 1000/ 1000 1500 / 1500 2015/2015 2015/2765 2015/2765 2015/2765 2015/2765 2015/2765 Seismic Bracing Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1' (25mm) thru 8' (200mm) (PS. Pipe size used for bracing: 1 25mm and 11/4" (32mm) Schedule 40 lPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" 25mm pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 71. Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1"(25mm) or 11/4' (32mm)), and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. I Pipe Part Number & Approx. Wt.I100 Size 1 1' (24mm) Brace Pipe 11I4" (32mm) Brace Pipe in. (mm) Lbs. (kg) Lbs. (kg) 1" (25) 1001-1 X . 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) 11/4" (32) 1001_11/4 X 100.0 (45.3) 1001-1'/4 X 11/4 114.0 (51.7) 11/2 " (40) 1001-1'/2 X 100.0 (45.3) 1001-1'/2 X 11/4 115.0 (52.1) 2' (50) 1001-2X 1 108.0 (49.0) 1001-2X 11/4 121.0 (54.8) 21/2" (65) 1001_21/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 172.71 (80) 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) (100) 1001-4 X - 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) I I I I I 1 I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 51912014 70 Fire Protection Solutions Size Range: Pipe size to be braced: 1' (25mm) thru 8' (200mm) IFS. I Pipe size used for bracing: 1(25mm) and 11/4" (32mm) Schedule 40 IFS. Material: Steel I Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete I sway brace assembly. Features: Can be used to brace schedules 7 through 40 IFS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. I Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom I out. A minimum of 1' (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). I For UL Listed information refer to page 70. Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes and materials. ' Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4" (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure I performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. APPROVtD All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 71 B Line by E!.N I Seismic Bracing [1 Fig. 1001 - Sway Brace Attachment h1•Jl•1 I Design Load - For Sch. 1, Sch. 10, & Sch. 40 Pipe Pipe Part Number & Approx. Wt./100 Allowable Horizontal Capacity (IbI) Per Installation 1. 2.3 Size 1" 124mm1 Brace Pipe 11/4" 132mm1 Brace Pipe 30°440 450-590 600 740 15°-90° ' in. (mm) Lbs. (kg) Lbs. (kg) Lbs. lkNl Lbs. (kN) Lbs. (kN) Lbs. (kN) (25) 1001-1 X 100.0 (45.3) 1001-1 X 11I4 118.0 153.51 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4"(32) 1001-1'/4 X 1 100.0 145.31 1001_11/4 X 11/4 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) I 11/2" 1001"I2 X 1 100.0 (45.3) 1001 _11/2 X 11I4 115.0 (52.1) 123015.471 1740 (7.74) 2140(9.52) 2380 (1058) (501 1001-2 X 108.0 149.01 1001-2 X 11/4 121.0 154.91 1230 (5.47) 1740 17.741 2140 19.521 2380 (10.58) 21/2" (65) 1001-21/2X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) I 3" 1801 1001-3 X 147.2 (66.7) 1001-3 X 11/ 168.7 176,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" 11501 1001-6X 1 190.0 186.21 1001-6X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 14.401 I 8" (200) 1 1001-8 X 217.4 (98.6) 1 1001-8 X 11/4 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or JIS 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. I Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwali, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 32 Fire Protection Solutions BLiné by Et*IU Pipe Clamps B3140 - Standard Pipe Clamp (TOLCO Fig. 4) ®TOLCO B3140C - Standard Pipe Clamp PVC Coated (TOLCO Fig. 4PVC) @uk us. Size Range: 133140/133140C Size 1/2' (15mm) thru 12" (300mm) pipe. LISTED Material: Steel Function: Recommended for the suspension of non-insulated pipe or insulated pipe with B3151 shields. (Use B3200 weldless eye nut, B3210 eye rod or B3211 welded eye rod.( B3140F and B3140C are Bolt Size designed to reduce noise and vibration and/or prevent electrolysis. Approvals: Underwriters Laboratories Listed in the USA (UL), Canada (cUL) 3/4" (20mm) - 12' (300mm), and approved by Factory Mutual Engineering (FM), 3/4' (20mm) - 8' (200mm). Federal Specification ( B WW-H-1 71 E & A-A-1 192A, Type 4, and Manufacturers Standardization c Society ANSI/MSS SP-69 & SP-58, Type 4. Note: For piping that requires sway bracing refer to Fig. 4A. Maximum Temperature: - 750°F (399°C) B Finish: Plain. Contact B-Line for alternative finishes c ( A and materials. r Order By: Figure number, pipe size and finish. Order Note: When ordering B3140F allow for /16' (4.8mm) felt on each half of clamp. Designed to meet or exceed requirements of FM DS 2-0. 1 B3140 B3140C Pipe Approx. Part Size A B C Bolt Wt./100 No. in. (mm( in. (mm) in. (mm) in. (mm) Size lbs. (kg) B3140-1/2 1/2" (15) /t' (9.5) 31/32" (24.6) 117/32" (38.9) /16"-18 30 (13.6) B3140-3/4 3/4" (20) /16" (14.3) 1I32" (27.8) 121/32" (42.0) /16"-18 31 (14.0) B3140-1 1" (25) /16" 114.31 15/16" (33.3) 1I8" (47.6) /16".18 33 (14.5) B3140-11/4 11/4" 1321 17/32" (13.5) 1/16" (36.5) 2" (50.8) /l6"-18 39 (17.7) B3140-11/2 11/2" 1401 19/32" (15.1) 121/32" 142.01 2/32" (56.4) /16"-18 41 (18.6) B3140-2 2" 1501 /16" (14.31 21/8' (54.0( 2/4" (69.8) 1/2"13 118 (53.5) B3140-21/2 21/2" (65) /8" (15.9) 221/32" (67.5) 3/32" (83.3) 1/2".13 130 (58.9) B3140-3 3" (75) 5f8" (15.9) 215/16" 174.61 3/16" (90.5) 1/2"..13 150 (68.0) B3140-31/2 31/2" (90) /8" (15.9) 3/32" (80.1) 325/32" (96.0) 1/2"13 158 (71.6) B3140-4 4" (100) 3/4" (19.0) 3/16" )90.5( 4/16" (109.5) /8"-11 239 (108.4) B3140-5 5" (125) 3/4" (19.0) 41/8" (104.8) 4 /8" 1123.81 /8"-11 272 1123.41 B3140-6 6" (150) /8" (22.2) 415/16" (125.4) 513/16" )147.6( /4"-10 541 (245.4( B3140-8 8" (200) 1" (25.4) 61/16" (154.0) 615/16" (176.2) /4"-10 642 (291.2) B3140-1O 10" 12501 1" 125.41 7/8" (187.3) 811/16" (220.7) /e11-9 1366 (619.6) B3140-12 12" (300) 1" (25.4) 8/16" (214.3) 93/4" (247.6) /811-9 1543 (699.9) 1 I [1 I I I I I I I I CD I I I I I I c®U' 'tlSyEa R nnua dna nex I'IuI5 uiivaea Seismic Bracing 1 Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4" (1 00mm) thru 8' (200mm) pipe. For sizes smaller than 4" (100mm) use B3140. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 4" (100mm) thru 8" (200mm). Installation Instructions: Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combine with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft/lbs. )68Nm). Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish Note: Please refer to Fig. 4L for longitudinal brace applications for 2" (50mm) - 8" (200mm) pipe sizes. I I I I I Li I Li I I I I Pipe Max. Horizontal Approx. Part Size A B C D Bolt Design Load Wt/iOO No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) Size lbs. )kN) lbs. (kg) 4A-4 4" (100) 81/2" (215.9) /16" (14.3) 3/8" (85.7) 311/16" (93.7) 1/2"_13 1600 (7.11) 221 (100.2) 4A-5 5" (125) 93/4" (247.6) /16" (14.3) 37/9" (98.4) 43/8" (111.1) l/2"_13 1600 (7.11) 253 (114.7) I 4A-6 6" (150) 111/2 (292.1) 5/8" (15.9) 5" (127.0) 51I8" (130.2) 1/2"_13 2015 (8.96) 513 (232.7) 4A-8 8" (200) 131/4" (336.5) 3/4" (19.0) 611/16" (169.9) 61/8' (155.6) 1/2"..13 2015 (8.96) 601 (272.6) Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components. resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 49 B-Line by 4J BLinè I byET.N" All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 50 Fire Protection Solutions 1 Seismic Bracing I Fig. 41 - Longitudinal In-Line Sway Brace Attachment ®TOLcO Size Range: 21/2 (65mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8' )200mm) pipe. : For FM Approval information refer to page 51. 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 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 B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. I I I t Rnit R. H,.rth,,,,.rn InIndd LT 4-Way Riser Brace (plan view) Longitudinal Brace Pipe Max. Rec. load Approx. Part Size A C D Bolt Size (cUluc) Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. lkN) lbs. (kg) 41_21/2 21/z" (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/2"..13 2015 (8.96) 253 (114.7) 40 1801 T (117.8) 2/4" (69.8) 31/16' (77.8) 1/2 .13 2015 (8.96) 268 1121.51 414 (100) 81/2" (215.9) 33/8" (85.7) 311/16" (93,7) 1/2"..13 2015 (8.96) 348 (157.8) 41-5 (125) 93/4" (247.6) 3/8" (98.4) 4/8" 1111.0 1/2"13 2015 (8.96) 380 (172.3) 41-6 (150) 111/2' (292.1) 5" (127.0) 51/3' (130.2) 1/2"_13 2015 18.961 640 (290.3) - 4L-8 8" (200) 131/4" (336.5) 55/3" (142.8) 55/3" (142.9) '/2-13 2015 (8.96) 728 (330.2) I I I [1 H Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, I resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I Sot Rnit F. Hord.o,oro Inpinilorl 4-Way Riser Brace (plan view) Seismic Bracing Fig. 41 - Longitudinal In-Line Sway Brace Attachment ®T01- 1:0- Size Range: 21/2" (65mm) through 8' (200mm) IPS. Material: Steel APPROVED Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2" (65mm) through 8" (200mm) pipe. For UL Listed information refer to page 50. 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 B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. Longitudinal Brace Part No. Pipe Size in. (mm) A in. (mm) C in. (mm) D in. (mm) Bolt Size 300 440 lbs. (kN) Max. Rec. Load (FM) 450590 600 740 lbs. (kN) lbs. (kN) 750 900 lbs. (kN) Approx. Wt./100 lbs. (kg) 41_21/2 21/2" (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 (7.07) 253 (114.7) 41-3 1801 7" (177.8) 2/4" 169.81 31/16" (77.8) '/2"13 1030 (4.58) 118015.241 1420 (6.31) 1590 17.071 268 (121.5) 414 11001 81/2" (215.9) 3/8" (85.7) 311/16(93.7) 1/2 .13 530 (2.36) 730 (3.25) 890 13.961 990 (4.40) 348 (157.8) 41-5 (125) 93/4" (247.6) 3/8" (98.4) 43/8" 1111.11 '/2-13 530 (2.36) 730 (3.25) 890 (3.96) 990 14.401 380 (172.3) 41-6 (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"13 530 (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", 1112" or 2" Sch. 40 brace pipe FM Approved design loads are based on ASD design method. I Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in I B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I 1 I I I I k I I 1 I I I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 51 Blind by U.41N' .3) LI Pipe Supports, Guides, Shields & Saddles I B3098 - Adjustable Pipe Support With U-Bolt I Size Range: 2" (50mm) thru 12" (300mm) pipe Material: Steel Function: Designed to support horizontal pipe from floor stanchion where vertical adjustment is required. I U-bolt and hex nuts are provided to hold pipe securely to saddle. Maximum Temperature: 650°F 1343°Cl Finish: Plain. Contact customer service for I alternative finishes and materials. Order By: Part number and finish I I I I Pipe Size Max. Pipe O.D. A Bolt Size C Use With B3088 Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) B in. (mm) Pipe Stand lbs. (kg) B3098-2 (50) 2/4" (69.8) 6" (152.4) 7/8"9 /t" (9.5) 1" 210 (95.2) B3098-21/2 21/2" 16501 31/4" (82.5) 61/2" (165.1) /8"-9 /8" (9.5) 1" 219 (99.3) B3098-3 (80) 31/2' (88.9) 6/4" 1111.41 /8"-9 1/2" (12.7) 1" 240 1108.81 B3098-31/2 31/2" (90) (101.6) 6/4" (171.4) /8"-9 1/2" (12.7) 1" 240 (108.8) B3098-4 4" (100) 4/8" (123.8) 71/2' 1190.51 1-8 1/2" (12.7) 1" 340 1154.21 B3098-5 (125) 5/8" (142.9) 73/4" (196.8) 1-8 1/2" (12.1) 1" 360 (163.3) B3098-6 (150) (177.8) 8/8" 1212.71 11/4 .7 /8" (15.9) 11/4" 580 1263.11 B3098-8 (200) 91/8" (231.8) 91/2" (241.2) 11/4"7 /8" (15.9) 11/4" 640 (290.3) B3098-1O 10" (250) 111/8" 1282.61 10" (254.0) 11/4"7 3/4" (19.0) 11/4" 1060 1480.81 B3098-12 12" (300) 131/2" (342.9) 111/4" (285.1) 11/4"7 7/8" (22.2) 11/4" 1060 (480.8) I I I I I I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 140 Eaton I Pipe Supports I B3088S ®raLccr - Seismic Base Stand Size Range: 3/4' (20mm) thru 4 (1 00mm) pipe - _________ Height from top of I Material: Steel pipe to bottom of Stand Pipe Size Function: Designed as an unthreaded base stand for plate. pipe supports, 13090, 13094, 13095, 13096, 13097 and Specify B3098, to meet requirements of 12X anchor diameter Height I hole spacing for seismic applications. The standard B3088-3 & B3088-6 already meet this requirement. I Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. QD I es A Order By: Figure number, height and finish. Plate Size Note: Match B3088S part number with dimension D from B3090, B3094, B3095, B3096, B3097 or B3098 charts Plate Size Stand Pipe Size A Dia. H Approx. Wt./100 I Part No. in. (mm) in. 1mm) in. (mm) in. (mm) Lbs. (kg) 1/4" B3088S-/4 x 8" x 8" 16.3 x 203.2 x 203.2) 3/4" (20) 1" (25.4) /16" (14.3) 618 (280.3) B3088S-1 1/4 x 8' x 8" (6.3 x 203.2 x 203.2) (25) 1" (25.4) 9/16" (14.3) 708 (321.1) I B3088S-11I4 1/4 x 8" x 8" (6.3 x 203.2 x 203.2) 11/4" (201 1" (25.4) /16" (14.3) 798 (362.0) B3088S-11/2 1/4 x 8" x 8" (6.3 x 203.2 x 203.2) 11/2' (32) 1" (25.4) 9/16" (14.3) 858 (389.2) 63088S-2 1/4 x 8" x 8" (6.3 x 203.2 x 203.2) (50) 1" (25.4) /16" (14.3) 993 (450.4) I B3088S-21/2 /8" x 81/2" x 81/2 (9.5 x 215.9 x 215.9) 21/2 (65) 11/4" (31.7) /16" (14.3) 1638 (743.0) B30885-4 1/2"x 131/2" x 131/2" (12.1x342.9x342.9) 4' (100) 11/2" (38.1) 15/16" (23.8) 4202 (1906.0) I "Based on a height of 18 457,2mm). B3088S1 - Threaded Seismic Base Stand Height from top ,) of pipe to bottom . Thread Length Size Range: 1" (25mm) thru 4(100mm) pipe of plate . I Material: Steel **Specify ,_,._.- Stand Pipe Size Function: Designed as a threaded base stand where vertical 1 He Height is required for pipe supports B3089, B3092, and Holes I adjustment B3093, to meet requirements of 1 2X anchor diameter hole spacing for seismic applications. The standard B3088-3 & B3088-6 already meet this requirement. Finish: Plain or Electro-Galvanized. Contact B-Line for I alternative finishes and materials. Plate Size Order By: Figure number, height and finish. Note: Match B3088TS part number with dimension D' from B3089, B3092, and B3093 charts. Plate Size Stand Pipe Size A Dia. H TI Approx. Wt./100 I Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) B308851-1 1/4" x8" x8" (6.3 x 203.2 x 203.2) (25) 1" (25.4) /16" (14.3) 11/2 (38.1) 708 1321.11 B308851-11/4 1/4' x 8' x 8' (6.3 x 203.2 x 203.2) 11/4" (32) 1" (25.4) /16" (14.3) 11/2" (38.1) 798 (362.0) I B3088ST-11/2 - 1/4" x 8" x 8" 16.3 x 203.2 x 203.2) 11/2" (40) 1" (25.4) /16" (143) 11/2" (38.1) 858 (389.2) B3088S1-2 1/4' x 8" x 8' (6.3 x 203.2 x 203.2) (50) 1" (25.4) /16" (14.3) 11/2" (38.1) 993 (450.4) I B3088ST-21/2 /8" x 81/2 x 81/2' 19.5 x 215.9 x 215.91 21/2" (65) 11/4 (31.1) /i (14.3) 11/2" (38.1) 1638 (743.0) U B3088ST-4 1/2 x 131/2" x 131/2' (12.7 x 342.9 x 342.9) 4" (100) 11/2" 138.11 15/16" (23.8) 2" (50.8) 4202 (1906.0) "Based on a height of 18' 457.2mm). I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 45 BLifle-- by VJ-PJ I GENERAL INFORMATION FASTENING INNOVATIONS GENERAL INFORMATION SECTION CONTENTS Suspending conduit, cable trays and strut Interior applications/low level corrosion environment Tension zone areas Pipe supports Seismic and wind loading applications Fire sprinklers Suspended lighting ?owers 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. + 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 WAPPROVALS 1l 1LISTING 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 AC 193 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 embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3038104 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 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 I Specification Anchor Body I Case hardened carbon steel Plating Zinc plating according to ASTM B633, SC1, Type Ill (Fe/Zn 5) Minimum plating requirement for Mild Service condition 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 (TYP.) 1/4', 3/8 and 1/2 diameters SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck . 14 I CODE LISTED IICC-ES ESR-2272 CONCRETE This Product Available In Powers Design Assiste Real-Time Anchor Design Software www.powersdesignassist.com Jw.powers.com [11 I I I I I I I I 1 I I I I I I I Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element h h F' Li Do not exceed I F' F ?owers INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications' Anchor Property! Notion Units Nominal Anchor Size __________________ 114" 318" 112" Setting Information Nominal outside anchor diameter d3(d0) in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Minimum diameter of hole clearance in fixture for dh in. 5/16 7/16 9/16 steel insert element (following anchor installation) Nominal drill bit diameter dblt in. 3/8 ANSI 1/2 ANSI 3/4 ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length Canch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth' h00m in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment ho in. (mm) Not A pplicable 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) T.—(N ft-lb. -m) 120 (163) 345 1 (468) 345 (468) Maximum tightening torque of steel insert Tin. ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Anchors Installed in Concrete Construction' Minimum member thickness h3 in. (mm) Not Applicable4 4 (102) 4 (102) Critical edge distance Cxc in. (mm) Not Applicable4 3 (76) 4 (102) Minimum edge distance' cm in in. (mm) Not Applicable3 3 (76) 4 (102) Minimum spacing distance' Sinin in. (mm) Not Applicable 3 (76) 4 (102) Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies' Minimum member topping thickness hmn,deck in. (mm) Not Applicable' 3-1/4 (83) Not applicable Critical edge distance cadeck,top in. (mm) Not Applicable' 3 (76) Not applicable Minimum edge distance cin,decp in. (mm) Not Applicable' 3 (76) Not applicable __F Minimum spacing distance 5eie,atop in. (mm) Not Applicable4 3 (76) 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 3hef or 1.5 times the flute width. The notation in parenthesis is for the 2009 18C. The 1/4-inch diameter anchor is limited to redundant fastening design only. S. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. I I 1 IN 2 www.powers.com ?owers I FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS I I 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, Ta, 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, Tam. Minimum of ANSI Standard B212.15. 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 for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 2.500 PSI) Snake* Anchor tin. 3-1/4 (Typ) lax. . Min lTI2\. Mm. 4-1/2 (Typ) j Mm 12 CC. )Typ) Upper Flute (Valley) Lower Flute (Ridge) .J No. 20 Gage Steel Deck Mm. I I I I I Li 1. 3/8-inch diameter anchors may be placed in the topside of steel deck profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied. 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) fin. 3 Clearance Min. Upper Flute (Valley) Max (snake \I ] -Min. Min.12 (lyp) 1-1/4 Lower Flute (Ridge) No. 20 Gage Steel Deck Mm. Flute Edge 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 maybe 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 I ?owers PERFORMANCE DATA FASTENING INNOVATIONS PERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch I 112 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom () (41) ] 26 STEEL STRENGTH IN TENSION' ksi ASTM A36 36.0 48) Minimum specified yield strength of steel insert element fy (N/mm2) ASTM A193, 105.0 Grade B7 (724) _- Minimum specified ultimate strength ksi ASTM A36 ________________ 58.0 (400) ASTM Al 93, 125.0 of steel insert element (N/mm2) Grade 87 (862) - Effective tensile stress area of steel insert element mm' 0.0775 0.1419 lb ASTM A36 4.495 (20.0) 8,230 1 (37.0) Steel strength in tension N (kN) ASTM A193, 9,685 Grade B7 (43.1) - Reduction factor for steel strength3'4 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION' Effective embedment het in.1.10 1.54 Effectiveness factor for uncracked concrete k653 - 24 30 Effectiveness factor for cracked concrete k2, - 17 24 Modification factor for cracked and uncracked concrete' VC, N - Cracked concrete = 1.0 Uncrackedconcrete =1.0 Critical edge distance c46 (fl) (76)I_(102) Reduction factor for concrete breakout strength' 1 0 - 1 ConditionB =0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)' Characteristic pullout strength, N ,65 lb See note 7 5 See note 7 uncrackedconcrete(2,500psi)6 (kN) Characteristic pullout strength, N lb See note 7 1,665 crackedconcrete(2,500psi)6 (kN) (7.4) Reduction factor for pullout strength' -_I 0.65(ConditionB) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)es Np,w lb See note 7 ] Reduction factor for pullout strength' 1 - 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 deck"' (kN) (6.7) (7.2) Characteristic pullout strength, Np,deckcr lb 1,075 1,300 cracked concrete over steel deck"° (kN) (4.8) (5.8) Characteristic pullout strength, Np,desk,eq lb 1,075 1,300 crackedconcreteoversteeldeck,seismic'°° (kN) (4.8) (5.8) Reduction factor for pullout strength, - Condition B = 0.65 concrete over steel deck 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. Al values of qh 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 0 mast 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 0 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 Dl. 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 tg,. = 1.0. Select appropriate effectiveness factor for cracked concrete )k,,( or uncracked concrete (k4,,). For all design cases use Ik = 1.0. For concrete compressive strength greater than 2,500 psi, N44 = (Pullout strength value from table)*)specified concrete compressive strength/2500)°'. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. 2. 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 Nb and N 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.aa are for sand-lightweight concrete (f',, ,as = 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). liThe notation in brackets is for the 2006 IBC. I I I I I I I I .-Powers PERFORMANCE DATA FASTENING INNOVATIONS ASIM A36 770 1,995 Steel strength in shear, concrete over steel deck, seismic' Vsed&k,eq (kN) ASTM A193, 1,665 Grade 87 (7.4) - Reduction factor for pullout strength' 4) - 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 loud combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 0.4.4, 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 D-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 D.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.,dk 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 D.6.2 and the pryout capacity in accordance with ACI 38 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 18C. I I I www.powers.com 5 I I I I I I LI I I I I I I I I I Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength, f'c (psi) I Nominal Nominal Insert 2,500 I 3,000 I 4,000 I 6,000 Element I 8000 Anchor Embed. q5Nn qNn qSNn 4iNn Nn dIVn I I Size h (Threaded (in.) (in.) Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) bs.) ASTM A36 635 i'll 805 ¶*II 985 ¶11* 1,140 700 "7~O 3/8 1-5/8 ASTM A193 Grade B7 635 685 700 805 870 985 1,065 1,140 1/2 2-3/16 ASTM A36 1,080 1,185 1,370 1 ,675 1,935 El - Anchor Pullout/Pout Strength Controls 0- Concrete Breakout Strength Controls • - Steel Strength Controls E PERFORMANCE DATA ?owers. FASTENING INNOVATIONS Factored Design Strength (øN 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 = h,,,ir, and with the following conditions: - Car is greater than or equal to the critical edge distance, Car (table values based on Car = car). - C2 is greater than or equal to 1.5 times Car. Calculations were performed according to ACI 318-11 Appendix 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 and piyout strength in shear are calculated using the effective embedment values, hef, for the selected • 'Cal ancnors as noted in the aesign irtnormauon taoies. lease aiso renererice the inscavation specifications Tar more information. 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 i:,;.. 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. ha / Tension and Shear Design Strengths Installed in Uncracked Concrete LDA [tø Steel Minimum Concrete Compressive Strength. f'c (psi) Nominal Anchor Nominal Embed. Insert Element 2,500 I 3.000 4,000 I 6,000 I 8,000 I I TL ion TLiOfl I 5ILar I Lar I I I I Ti ion TLion Sear TLion Sear Size hnr. (Threaded Bolt) Sear Vn (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 900 of 985 tII 1,140 leli 1,395 "iIi 1,610 3/8 1-5/8 ATtvA193 900 970 985 1,060 1,140 j1.4 1,395 AZ 1,610 K!Z 1/2 2-3/16 ASTM A36 1,865 • 2,040 • 2,355 WJJ 2,885 RI 3,335 0- Anchor Pullout/Pryout Strength Controls C3 - Concrete Breakout Strength Controls • - Steel Strength Controls I I I I I I I I 6 ?owers I FASTENING INNOVATIONS PERFORMANCE DATA For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. I I Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. I Number of Anchorage Points a n1 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. I- I Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying I and limiting the following variables n1 = the total number of anchorage points supporting the linear element I .nz = number of anchors per anchorage point n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 orACI 318 Section 9.2 Strength Design (SD) Design values for use with strength design shall be established taking Or, • Fra. See redundant fastening design information table for Snake+ design resistance. I I I I Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking Rd, ASD = 4ra • Fra Where o is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, o is equal to 1.4 assuming all dead load. I I I I L I w.powers.com I ?owers. INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property! Notation Units Nominal Anchor Size 1/4' 3/8" 1/2" Setting Information Nominal drill bit diameter dbit in. 3/8 1/2 ANSI 3/4' ANSI ANSI Nominal embedment depth hom in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment he 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 h,,, in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor legnth in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening' Cm, = Cac in. (mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, redundant fastening' 5,,j, in, (mm) 8 (203) 8 (203) 8 (203) Maximum tightening torque of steel insert ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Maximum impact wrench power (torque) Twm ft.-lb. -m) 120 (163) 345 (468) 345 (N (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors"," Anchor Property! Notation Units Nominal Anchor Size ____________________ 1/4" 3/8" 1/2' Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth h,om in. (mm) 1-5/8 (41) 1-5/8 (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 F lb ni ~ 4 ns ~! 3 rn 2~ 4 n ;-~ 3 ni 2! 4 ni ~! 3 (2,500psi) (kN) 550 360 675 450 675 450 (2.5) (1.6) (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) F F. lb (kN) ni ~ 4 nr ~ 3 ni ~ 4 ni ~ 3 ni ~ 4 ni ~ 3 550 360 675 450 1 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factors ii,, - 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 as equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. I I I I I I I ?owers I FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weiqht UncrackedConcrete1,2,3,4 Minimum Minimum Concrete Compressive Strength fc = 2,500 psi (17.2 MPa) fc = 3,000 psi (20.7 MPa) fc = 6,000 psi (41.4 MPa) Nominal Anchor Embedment Diameter Depth Tension Shear Tension Shear Tension Shear " (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 loud. 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. On. 64005D 1/4 1-5/8" 11/32' 100 1,000 6401SD 3/8' 1-5/8' 23/32' 50 500 6403S0 1/2' 2-1/2' 15/16' 50 300 1. Each box comes with one free setting too) Settina Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402S0 1/4' 1 640750 3/8' 1 6404SD 1/2' 1 I I I I I I I www.powers.com 9 I I I I I I I I I I I \. j