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HomeMy WebLinkAbout2827 WHIPTAIL LOOP; ; FPC2020-0143; PermitPERMIT REPORT (City of Carlsbad Print Date: 02/25/2022 Permit No: FPC2020-0143 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2091202600 Track #: Applied: 08/20/2020 Valuation: $4,515,562.88 Lot #: Issued: 09/01/2020 Occupancy Group: Project #: Finaled Close Out: 02/14/2022 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: MILLIPORE SIGMA -REVISED PLANS FOR SPRINKLER TI (530 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST P0 WAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 or 13R System> 100 heads $654.00 FIRE Plan Review Per Hour - Office Hours $204.00 Total Fees: $1,335.00 Total Payments To Date: $1,335.00 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 A ____I WCSTRN I A-A Protection, oAm A1I()dIU i1T IttI TRCTOR Date: March 17, 2021 To: Dennis Grub Dennis Grubb and Associates, LLC 6560 Van Buren Boulevard, Suite B Riverside CA 92503 (619) 954-8613 Regarding: Millipore Sigma (Phase 2) Construction Change 2827 Whiptail Loop Carlsbad, CA 92010 Dear: Dennis Grub Plan Reviewer (619) 954-8613 Due to field conditions, revisions have been made to the equipment platform piping, and are noted as follows: Fire Sprinkler System FP-02 Roof Zone Map revised. The sprinkler system at the roof above the equipment platform has been revised, replacing existing ESFR sprinklers with new QR 8.0 k-factor pendent sprinklers, separated from the ESFR system by the location of draft stops (provided by others). (See new sheets FP-02A and FP-02B.) The sprinklers and piping under mechanical equipment obstructions at the equipment platform have been revised (see sheet FP-1 1). Thank You, Derek Cutsinger 13630 Danielson St. • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 CA Lic. # C16 588039 AZ Lic. # L16-107150 Dennis Grubb and Associates, LLC Assisting Cities Build Safe Communities To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Date: 3/29/2021 DGA#: C1087 Carlsbad Permit #: FPC2020-0143 Attention: Fire Prevention Department Project Address: 2827 Whiptail Loop PLAN TYPE LI Alarm Sys (new) LI Architectural New: Sprinkler TI ED >100 Heads LI Underground LI Lg 0 Sm LI Special Extinguish Sys LI Spray Booth: # LI Hazardous Material (Non H) LI Special Hazard: LI Other: LI Alarm Sys (TI) LI AS Monitoring LI Architectural: LI HPS LI Sprinkler New LI Sprinkler 13D D<100D100Risers: LI Hood Suppression Sys LI Fire Pump LI Pre-Action System LI AST/UST LI Compressed/Med Gas LI Solar System II Chem Class: 0<10.010-25 026-100 [11>100 LI Conditional Use Permit LI Site PLAN STATUS APPROVED: The plans have been reviewed for compliance to applicable agency codes and standards. The plans are approved for issuance for applicable permit(s) pending the approval of any other applicable County/City agencies. LI NOT APPROVED: The plans have been reviewed for compliance to applicable agency codes and standards. Corrections are required before the plans can be approved. See the attached correction letter. Comments: Revisions Fees: $204 6560 Van Buren Blvd, Ste B, Riverside, CA. 92503 (800) 975-7395 * (951)772-0007 Western Fire Protection Inc. Contract # 20-3548-02 Millipore Sigma (Phase 2) 2827 Whiptail Loop Carlsbad, CA 92010 Hydraulic Calculation Provide Stamps For Approval In Space Below 13630 Danielson Street. Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 1111 Hydraulic Overview Job Number: 20-3548-02 Report Description: Ordinary Group I Job Job Number Design Engineer 20-3548-02 Cameron Ward Job Name: Millipore Sigma (Phase 2) Phone FkX Add,050 I 2827 Whiptail Loop State Cergfioego,JlJeensa Number C16-588039 Address 2 Carlsbad CA, 92010 HJIJ City of Carlsbad Address 3 Job Site/Building System Density Area ot App lication 0.200gpm/ft2 1500.00ft2 (Actual 1555.07ft2) Most Demanding Sprinkler Data Hone Streams 8K-Factor 21.17 at 7.000 250.00 Canerage Per Sprtnkim Number Of Sprinktera Calculated 100.00ft2 21 Snetem Poeeeu,e Demand teeter, Flere Demand 32.288 735.64 Total Demand Pressure Result 735.64 @ 32.288 +97.409(75.1%) Supplies Check Point Gauges Node Name Flow(om) Hose Flow(pm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) FIowpm) 8 Water Supply 8000.00 130.000 105.000 TOR 0.000 0 0.00 TORi 0.000 0 0.00 TOR2 0.000 0 0.00 20-3548-02 Overhead - Obstruction Heads DC Water Supply at Node 8 (8000.00, 0.00, 130.000, 105.000) 150 135 Static Pressure 130.000 12 1 10 .8000. 00 00 .90 75- (0 (0 60- - - -- - - a. 45- ----__ 30- 35.64 t 32.288 System demand curve - - - 15- - -f-f-- a- I 11111 LLILILIJJ.LLLLU'JLLIJ.IJ.L° L.LLLLI_LLJ 11111 III till II 111111111 13950 itP265c 200 7750 9300 10850 12400 15500 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/17/2021 12:41:57PM Page 1 I Hydraulic Summary Job Number: 20-3548-02 Renort Descriotion: Ordinary Groun I Job Job Number Design Engineer 20-3548-02 Cameron Ward Jab Name: Millipore Sigma (Phase 2) State Ce,tiflcaiorutjcenso Number C16-588039 Add— I 2827 Whiptail Loop ed-U City of Carlsbad Addneso 2 Job SitolBcilding Carlsbad CA, 92010 Addt050 3 Dreodng Name 20-3548-02 Overhead - Obstruction Heads—DC System Remote Area(s) Most Demanding SprinEor Data Occupancy Job Suffix 8 K-Factor 21.17 at 7.000 Ordinary Group II Hose Allowance At Source Density Area of Apptcotion 0.00 0.200gpm/ft2 1500.00ft2 (Actual 1555.07ft2) Additional coca Supping Number Of Sprinklers Calosleted Coverage Per Sprinkler Node Flow(gpm) 21 100.00ft2 Hose At Node 5 250.00 Total Hose Streams 250.00 System Flow Demand Total Water Required (Including t-tosarill000nno( 735.64 735.64 Maolmum cynosure Unbalance In Loops 0.000 Maximum Voloollysibova SrOsnd 8.21 between nodes 1454 and 1475 Maximum Velocity Under Ground 5.06 between nodes 4 and 5 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 10663.779a1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) © (gpm) (psi) © (gpm) (psi) (psi) 8 Water Supply 130.000 105.000 I 8000.00 129.698 735.64 32.288 97.409 Contractor Contractor Number 1 Contact Name Cameron Ward Contact lily Designer Name of Contractor. Western Fire Protection Phone Extension Add— I 13630 Danielson St FAX Add— 2 Poway, CA 92064 E-mail Oddness 3 Web-Site ,©M.E.P.CAD, Inc. 1AutoSPRINK 2018 04.4.5.0 3/17/2021 12:42:00PM Page 1111 Hydrau1ic Graph I Water Supply at Node 8 135--- --Static Pressure 130.000 120 105 8000.00 105.000 75 CL 60—— 45 735.64 @ 32.288 30- S stem demand curve 0—.11.J.l.l.l..i.i.l.I.l.I..I.J 111111111 111111111 111111111 11111111 liii I I II I I I I I I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraule Graph Water Supply at Node 8 Static: Pressure 130.000 Residual; Pressure 105.000 @ 8000.00 AveilCUls Pressure at Terre sliest 129.698 @ 735.64 Greats Dastard 32.288 @ 735.64 Sr— 000rard 1reAd1e9 eoe.teidaatrce at Seurta) 32.288 @ 735.64 ©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 3/17/2021 12:42:01PM Page 3 Job Number: 20-3548-02 Ppns-rrt fl srintirsn flrr1irsry (rniin I §jjHydraulic Graph TORI 150— 135— 120 Static Pressure 130.000 :j 8000.00 105.000 90 CL 60—— -45 30— - 15— s-... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph TORi SlaSc: Pre—re N/A Residual; Pressure N/A Available Pressure at lime of Test N/A System 0- 0 .000 @ 0.00 System Demand (Iraridiny flnsadileeerc. at Source) 0.000 @ N/A ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 3/17/2021 12:42:01PM Page 4 Job Number: 20-3548-02 Qannrt flncrrintinn flrrlinon, flrr,m in I 1111 HydrauIic Graph TOR2 150- 135- -Static Pressure 130.000 :i i 9<00105.000 CL 60-— 30- 15- 0 Sfstern demand cu I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hu,eulic Graph TOR2 Static: Pressure N/A Residual: Pressure N/A Acailubte Pressure at Time of Teat N/A System Dressed 0.000 @ 0.00 Srssrrt oerrtsrd (leSsorS Ko PIles/sea at Source) 0.000 @ N/A ,©M.E.P.CAD, Inc. ll AutoSPRINK2018v14.4.5.0 3/17/2021 12:42:01PM Page 5 Job Number: 20-3548-02 RDnrrrt flesrerrintion flrrlinnn, flrrsu In II llhydraulic Graph TOR 150- 135--- -Static Pressure 130.000 120 900000@105.000 90—— CL 60—--- 45 30— 15— 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph TOR Sleds: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A SyStem De mend 0.000 @ 0.00 System Doenanu (InnAuding bloseblbeence at S—) 0.000 © N/A ,©M.E.P.CAD, Inc. ffi AutoSPRINK2018v14.4.5.0 3/17/2021 12:42:01PM Page 6 Job Number: 20-3548-02 D..........-e t\..Ai......... I'._._. .— dkummary Of Outfiowing Devices Job Number: 20-3548-02 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 5 250.00 250.00 0 33.167 Sprinkler 3934 25.38 20.00 8 10.061 Sprinkler 3992 21.52 20.00 8 7.236 c Sprinkler 3993 21.17 20.00 8 7.000 Sprinkler 3994 21.21 20.00 8 7.030 Sprinkler 3995 21.42 20.00 8 7.167 Sprinkler 3996 21.82 20.00 8 7.442 Sprinkler 4044 24.02 20.00 8 9.014 Sprinkler 4045 23.57 20.00 8 8.684 Sprinkler 4046 23.43 20.00 8 8.576 Sprinkler 4047 23.40 20.00 8 8.557 Sprinkler 4048 23.42 20.00 8 8.567 Sprinkler 4068 24.28 20.00 8 9.211 Sprinkler 4069 24.14 20.00 8 9.108 Sprinkler 4070 24.12 20.00 8 9.092 Sprinkler 4071 24.14 20.00 8 9.106 Sprinkler 4072 24.29 20.00 8 9.220 Sprinkler 4109 22.87 20.00 8 8.174 Sprinkler 4110 22.78 20.00 8 8.110 Sprinkler 4111 22.78 20.00 8 8.109 Sprinkler 4112 22.84 20.00 8 8.150 Sprinkler 4113 23.04 20.00 8 8.296 r-> Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v14.4.5.0 3/17/2021 12:42:12PM Page INode Analysis I Job Number: 20-3548-02 Renort Descrinti'n Ordinry (rnIIn II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 4-0 7(58'-61/2), LtE(18-9) 33.167 250.00 8 7-0 S 32.288 735.64 3934 i 34-71/2 Spr(-10.061) 10.061 25.38 3992 344h/2 Spr(-7.236) 7.236 21.52 3993 34 -4'/2 Spr(-7.000) 7.000 21.17 3994 34-4% Spr(-7.030) 7.030 21.21 3995 34'-41/2 Spr(-7.167) 7.167 21.42 3996 3441/2 Spr(-7.442) 7.442 21.82 4044 3411/2 Spr(-9.014) 9.014 24.02 4045 34-1% Spr(-8.684) 8.684 23.57 4046 34-1V2 Spr(-8.576) 8.576 23.43 4047 34-1% Spr(-8.557) 8.557 23.40 4048 i 34-1% Spr(-8.567) 8.567 23.42 4068 26-4 Spr(-9.211) 9.211 24.28 4069 26-4 Spr(-9.108) 9.108 24.14 4070 26-4 Spr(-9.092) 9.092 24.12 4071 26-4 Spr(-9.106) 9.106 24.14 4072 26-4 Spr(-9.220) 9.220 24.29 4109 33-101/2 Spr(-8.174) 8.174 22.87 4110 33-101/2 Spr(-8.110) 8.110 22.78 4111 1 33-101/2 Spr(-8.109) 8.109 22.78 4112 33-101/2 Spr(-8.150) 8.150 22.84 4113 33-101/2 Spr(-8.296) 8.296 23.04 4 4-0 LtE(16-7) 33.255 6 4-0 LtE(25'-6) 33.087 7 4-0 LtE(18-9) 30.544 10 17-0 LtE(20-101/2) 24.262 12 17-0 LtE(29-6) 27.806 19 4-0 LtE(25-6) 30.457 20 7-0 E(31'-4) 32.287 65 30-21/2 P0(12-3%) 13.507 68 29-21/2 P0(264) 13.239 157 30-8 P0(12-3%) 13.293 160 29-11 P0(264) 12.920 204 30-11 P0(12-31/2) 13.187 206 30-3 P0(12-31/2) 12.745 357 31-5 P0(12-31/2) 12.977 359 30-11% P0(12-3%) 12.412 451 31-8 P0(12-3%) 12.874 453 31-4 P0(12-3%) 12.238 536 31-11 P0(12-3%) 12.771 537 31-8 P0(12-3%) 12.052 649 32'-2 P0(12-31/2) 12.671 650 32-01/2 P0(12-31/2) 11.852 750 32-5 P0(12-3%) 12.573 751 3241/2 P0(12-3%) 11.636 836 i 32-8 P0(12-3%) 12.478 837 1 32-9 P0(12-3%) 11.401 935 32-11 P0(12-3%) 12.386 936 33-1 P0(12-3%) 11.142 997 32-11 P0(12-3%) 12.407 1001 33'-2 P0(12-31/2) 10.990 1103 32-8 P0(12-3%) 12.539 1107 32-11 P0(12-3%) 10.933 1203 3241/2 P0(12-31/2) 12.676 1207 32-7% P0(12-3%) 10.837 1344 1 32-11/2 P0(12-3%) 12.822 1348 1 3241/2 P0(12-3%) 10.722 1363 i 34-41/2 T(12-3%) 7.001 1450 i 31-101/2 P0(12-3%) 12.986 1454 32-11/2 P0(12-3%) 10.706 1468 34-11/2 1 7(12'-31/2) 1 9.202 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/17/2021 12:42:18PM Page 8 111 INode Analysis Job Number: 20-3548-02 Reoort Descriotion: Ordinary Grouo II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1475 34-1% 1(12-3%) 8.874 1498 26-4 ff(10-5%) 9.296 1591 0-6 28.497 1602 31-1% LtE(11-4) 14.941 1649 31-71/i P0(12-3%) 10.738 1653 31-10% P0(12-3%) 10.768 1778 3141/2 P0(12-3%) 10.848 1782 3171/z P0(12-31/.) 10.864 1899 31-1% P0(12-3%) 10.957 1903 314% P0(12-3%) 10.962 2013 30-101/2 P0(12-3%) 11.066 2017 31-11/. P0(12-3%) 11.063 2144 30'-7Y2 P0(12-31/.) 11.175 2148 30-101/. P0(12-3%) 11.166 2162 32-10% 1(12-3%) 10.168 2267 30-41/2 P0(12-3%) 11.284 2271 30-7% P0(12-3%) 11.271 2458 30-1% P0(12-3%) 11.392 2461 30-4% P0(12-3%) 11.377 2596 29-10% P0(7-5) 11.512 2597 29-101/2 P0(7-5) 11.595 2777 29'-7 P0(7-5) 11.642 2778 29-7 P0(7-5) 11.724 2891 29-3 P0(7-5) 11.773 2892 29-3 P0(7-5) 11.854 3019 28-11% P0(37-81/.) 11.903 3020 28-11% P0(7-5) 11.984 3129 28-9% P0(7-5) 12.061 3157 28-8 P0(37-81/2) 12.033 , © M.E.P.CAD, Inc. Ml AutoSPRINK 2018 04.4.5.0 3/17/2021 12:42:18PM Page 9 111 Hydraulic Analysis Job Number: 20-3548-02 Reoort Descrintion: Ordinary Groun I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =...... Route l ..... BL 2.1570 2.85 0.25 120 0.000106 3-11 Pf 0.000 3993 1363 34-4'/2 3441/2 21.17 8 7.000 7.001 Sprinkler 3-11 Pc Pv 0.000 BL 2.1570 63.74 5.60 120 0.033184 7-1 Pt 0.236 1363 3992 3441/2 3441/2 60.88 7.001 7.236 Flow (q) from Route 7 7-1 Pc Pv BL 2.1570 85.26 7.49 120 0.056841 56-6 Pt 4.611 3992 1344 34-41/2 32-1% 21.52 8 7.236 12.822 Sprinkler, T(12'-31/2), P0(12-31/2) 24-7% 81-1% Pe Pv 0.975 CM 6.3570 418.91 4.23 120 0.005594 10-0 Pt 0.056 1344 1450 32-1% 31-101/2 333.65 12.822 12.986 Flow (q)from Route 2 10-0 Pc Pv 0.108 CM 6.3570 485.64 4.91 120 0.007354 162-11 Pt 1.623 1450 1602 31-101/2 31-1% 66.73 12.986 14.941 Flow (q) from Route 5 T(37'-81/.), EE(8-91/2), LtE(11-4) 57-10 220-9 Pe Pv 0.332 FR 8.2490 485.64 2.92 120 0.002068 33-7 Pf 0.271 1602 1591 31-11/2 0-6 14.941 28.497 f(-0.000), BV(14'-1), 2LtE(15'-3), CV(52-10) 97-6 13101/2 Pc Pv 13.285 CM 10.4000 485.64 1.83 140 0.000503 4-6 Pt 0.015 1591 19 0-6 4-0 28.497 30.457 LtE(25'-6) 25-6 30-0 Pe Pv 1.945 UG 9.5100 485.64 2.19 150 0.000684 82-61/2 Pt 0.087 19 7 4-0 4-0 30.457 30.544 2EE(12'-101/2), LtE(18'-9) 44-6 127-0% Pe Pv CM 10.4000 485.64 1.83 140 0.000503 10-0 Pt 2.544 7 6 4-0 4-0 30.544 33.087 3LtE(25'-6), CV(-2.500) 76-6Y2 86-61/2 Pe Pv UG 9.5100 485.64 2.19 150 0.000684 14-2 Pt 0.079 6 5 4-0 4-0 33.087 33.167 PIV(5-10), 2LtE(18'-9), T(58'-6% 101-101/2 116-0 Pc Pv UG 7.7100 735.64 5.06 150 0.004100 5-0 Pf 0.089 5 4 4-0 4-0 250.00 33.167 33.255 LtE(16'-7) 16-7 21-7 Pe Pv -- - UG 11.3100 735.64 2.35 150 0.000634 138-0 Pt 0.110 4 10 . 4-0 17-0 33.255 24.262 EE(15-1), LtE(20-101/2) 35-11% 174-0 Pe Pv -9.104 UG 12.4600 735.64 1.94 140 0.000450 12-0 Pt 3.545 10 12 17-0 17-0 24.262 27.806 3LtE(29'-6), BFP(-3.500) 88-5% 100-5% Pe Pv - UG 11.3100 735.64 2.35 150 0.000634 166-4 Pf 0.145 12 20 17-0 7-0 27.806 32.287 2E(31-4) 62-8 229-0 Pe Pv 4.335 UG 15.9200 735.64 1.19 150 0.000120 10-0 Pt 0.001 20 8 7-0 70 32.287 32.288 Water Supply 10'0 Pe Pv 0.00 Hose Allowance At Source 8 735.64 =. ..... Route 2 ..... BL 2.1570 18.31 1.61 120 0.003303 9-0 Pt 0.030 3993 3994 3441/2 34-41/2 21.17 8 7.000 7.030 Sprinkler 9-0 Pe Pv BL 2.1570 39.52 3.47 120 0.013708 10-0 Pt 0.137 3994 3995 34-4% 34-4% 21.21 8 7.030 7.167 Sprinkler 10-0 Pc Pv BL 2.1570 60.94 5.35 120 0.030540 9-0 Pf 0.275 3995 3996 34-41/2 34-41/2 21.42 8 7.167 7.442 Sprinkler 9-0 Pe Pv BL 2.1570 82.76 7.27 120 0.053803 20-3 Pt 2.414 3996 1348 34-41/2 32-41/2 21.82 8 7.442 10.722 Sprinkler, T(12'-31/2), P0(12-31/2) 24-71/2 44-101/2 Pe Pv 0.867 CM 4.2600 308.28 6.94 120 0.022283 10-0 Pt 0.223 1348 1207 32-41/2 32-71/2 225.51 10.722 10.837 Flow (q) from Route 3 10-0 Pc Pv -0.108 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/17/2021 12:42:24PM Page 10 ~11111-lydraulic Analysis Job Number: 20-3548-Q2 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 14.07 1.24 120 0.002028 20-3 Pf 0.091 1207 3934 32-7 V2 34-7% 10.837 10.061 P0(12-31/2) T(11 2'-31/2) 24-71/2 44-101/2 Pe Pv -0.867 BL 2.1570 39.44 3.46 120 0.013657 95-6 Pf 1.640 3934 1203 34'-71/2 324h/2 25.38 8 10.061 12.676 Sprinkler, T(12'-3V2), PO(12-3'/2) 24-7% 120'-11/2 Pe Pv 0.975 CM 6.3570 333.65 3.37 120 0.003672 10-0 Pf 0.037 1203 1344 32'-4V2 32'-1Y2 294.21 12.676 12.822 Flow (q) from Route 14 10-0 Pe Pv 0.108 Route ..... BL 2.1570 20.50 1.80 120 0.004071 10-0 Pt 0.041 4111 4112 33-10% 33-101/2 22.78 8 8.109 8.150 Sprinkler 10-0 Pe Pv BL 2.1570 43.34 3.81 120 0.016259 9-0 Pf 0.146 4112 4113 33-101/2 33-101/2 22.84 8 8.150 8.296 Sprinkler 9-0 Pe Pv BL 2.1570 66.38 5.83 120 0.035779 20-3 Pt 1.605 4113 1653 33-10% 31'-10V2 23.04 8 8.296 10.768 Sprinkler, T(12-31/2), P0(12-31/2) 24-71/2 44-10% Pe Pv 0.867 CM 4.2600 131.99 2.97 120 0.004639 10-0 Pf 0.046 1653 1454 31-101/2 32-1% 65.61 10.768 10.706 Flow (q) from Route 4 10-0 Pe Pv -0.108 CM 4.2600 225.51 5.08 120 0.012497 10-0 Pt 0.125 1454 1348 32-1% 32-41/2 93.52 10.706 10.722 Flow (q) from Route 6 10-0 Pe Pv -0.108 Route ..... BL 2.1570 2.28 0.20 120 0.000070 9-0 Pt 0.001 4111 4110 33-10% 33-101/2 22.78 8 8.109 8.110 Sprinkler 9-0 Pe Pv BL 2.1570 25.06 2.20 120 0.005900 11-0 Pf 0.065 4110 4109 33-101/2 33-10% 22.78 8 8.110 8.174 Sprinkler 11-0 Pe Pv BL 2.1570 47.93 4.21 120 0.019586 56-6 Pt 1.589 4109 1649 33-101/2 31-71/2 22.87 8 8.174 10.738 Sprinkler, T(17-3%), P0(12-3%) 24-7% 81-1% Pe Pv 0.975 CM 6.3570 47.93 0.48 120 0.000101 10-0 Pt 0.001 1649 1778 31-7% 31-4% 10.738 10.848 10-0 Pe Pv 0.108 - CM 6.3570 39.69 0.40 120 0.000072 10-0 Pt 0.001 1778 1899 31'-41/2 31-1% . 10.848 10.957 10-0 Pe Pv 0.108 CM 6.3570 32.86 0.33 120 0.000050 10-0 Pt 0.001 1899 2013 31-1% 30-101/2 10.957 11.066 10-0 Pe Pv 0.108 CM 6.3570 25.33 0.26 120 0.000031 10-0 Pf 0.000 2013 2144 30-101/2 30-7% 11.066 11.175 10-0 Pe Pv 0.108 CM 6.3570 31.37 0.32 120 0.000046 10-0 Pf 0.000 2144 2267 30-71/2 30-41/2 6.04 11.175 11.284 Flow (q)from Route 10 10-0 Pe Pv 0.108 CM 6.3570 24.23 0.24 120 0.000029 10-0 Pt 0.000 2267 2458 30-4% 30-1% 11.284 11.392 10-0 Pe Pv 0.108 CM 6.3570 17.18 0.17 120 0.000015 11-0 Pt 0.000 2458 2596 30-1% 29-101/2 11.392 11.512 11-0 Pe Pv 0.119 CM 6.3570 13.73 0.14 120 0.000010 12-0 Pt 0.000 2596 2777 29-101/2 29'-7 11.512 11.642 12-0 Pe Pv 0.130 BL 1.4420 3.43 0.67 120 0.001057 52-7 Pf 0.082 2777 2778 29-7 29-7 11.642 11.724 P0(7-5) T(7-5), LtE(2'-5%), P0(7-5) 24-9% 77-41/2 Pe Pv -0.000 CM 4.2600 13.73 0.31 120 0.000071 12-0 Pt 0.001 2778 2597 29-7 29-101/2 10.31 11.724 11.595 Flow (q) from Route 12 12-0 P0 Pv -0.130 CM 4.2600 17.18 0.39 120 0.000107 74-5 Pt 0.010 2597 2461 29-101/2 30-41/2 3.45 11.595 11.377 Flow (q) from Route 35 E(13'-2), LtE(7-11) 21-1 95-51/2 Pe Pv -0.228 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/17/2021 12:42:24PM Page 11 1111Hydraulic Analysis Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 24.23 0.55 120 0.000202 10,-0 Pt 0.002 2461 2271 30-41/2 30-7% 7.05 11.377 11.271 Flow (q) from Route 24 10,-0 Pe Pv -0.108 CM 4.2600 31.37 0.71 120 0.000325 10,-0 Pt 0.003 2271 2148 30-7% 30-101/2 7.14 11.271 11.166 Flow (q) from Route 34 10-0 Pe Pv -0.108 CM 4.2600 43.01 0.97 120 0.000583 10,-0 Pf 0.006 2148 2017 30-101/2 31-1% 11.63 11.166 11.063 Flow (q) from Route 28 10-0 Pe Pv -0.108 CM 4.2600 50.54 1.14 120 0.000785 10-0 Pt 0.008 2017 1903 31-1% 31-4% 7.53 11.063 10.962 Flow (q) from Route 39 10-0 Pe Pv -0.108 CM 4.2600 57.37 1.29 120 0.000993 10-0 Pt 0.010 1903 1782 31-4% 31-71/2 6.83 10.962 10.864 Flow (q) from Route 33 10,-0 Pe Pv -0.108 CM 4.2600 65.61 1.48 120 0.001273 10-0 Pt 0.013 1782 1653 31-7% 31-10% 8.24 10.864 10.768 Flow (q)from Route 41 10,-0 Pe Pv -0.108 =. ..... Route 5 ..... BL 2.1570 13.39 1.18 120 0.001851 10-0 Pt 0.019 4047 4046 34-1% 34-1% 23.40 8 8.557 8.576 Sprinkler 10-0 Pe Pv BL 2.1570 36.82 3.23 120 0.012023 9-0 Pt 0.108 4046 4045 34-1% 34-1% 23.43 8 8.576 8.684 Sprinkler 9-0 Pe Pv BL 2.1570 60.39 5.30 120 0.030034 11-0 Pt 0.330 4045 4044 34-1% 34-1% 23.57 8 8.684 9.014 Sprinkler 11,-0 Pe Pv BL 2.1570 84.41 7.41 120 0.055801 3-41/2 Pt 0.188 4044 1468 34-1% 34-1% 24.02 8 9.014 9.202 Sprinkler 3-41/2 Pe Pv -0.000 BL 2.1570 66.73 5.86 120 0.036129 53-1% Pt 2.809 1468 1450 34-1% 31-101/2 9.202 12.986 T(12'-31/2), P0(12-31/2) 24-71/2 Pe Pv 0.975 Route ..... BL 2.1570 10.01 0.88 120 0.001081 9-0 Pt 0.010 4047 4048 34-11/2 34-1% 23.40 8 8.557 8.567 Sprinkler 9-0 Pe Pv BL 2.1570 33.43 2.93 120 0.010055 18-3 Pt 0.307 4048 1475 34-1% 34-1% 23.42 8 8.567 8.874 Sprinkler, T(12'-3%) 12-3% 30-61/2 Pe Pv -0.000 BL 2.1570 93.52 8.21 120 0.067451 2'-0 Pt 0.965 1475 1454 34-1% 32-1% 60.09 8.874 10.706 Flow (q) from Route 8 P0(12'31/2) 12-3% 14-31/2 Pe Pv 0.867 Route ..... BL 2.1570 12.46 1.09 120 0.001620 10-0 Pt 0.016 4070 4069 26-4 264 24.12 8 9.092 9.108 Sprinkler 10,-0 Pe Pv BL 2.1570 36.60 3.21 120 0.011894 54 Pt 0.188 4069 1498 264 264 24.14 8 9.108 9.296 Sprinkler, tT(10'-5%) 10-51/2 15-91/2 Pe Pv BL 2.1570 60.88 5.35 120 0.030488 184 Pt 1.196 1498 1363 264 3441/2 24.28 9.296 7.001 Flow (q) from Route 9 2fE(4'-31/2), T(12'-3%) 20-11 Pe Pv -3.491 Route ..... BL 2.1570 11.66 1.02 120 0.001433 10,-0 Pt 0.014 4070 4071 26-4 26-4 24.12 8 9.092 9.106 Sprinkler 10,-0 Pe Pv BL 2.1570 35.80 3.14 120 0.011417 10-0 Pt 0.114 4071 4072 26-4 26-4 24.14 8 9.106 9.220 Sprinkler 10,-0 Pe Pv BL 2.1570 60.09 5.28 120 0.029761 66-4 Pt 3.037 4072 1475 26-4 34-1% 24.29 8 9.220 8.874 Sprinkler, ff(IU'..51/2), 3fE(4'-3%), Z, T(12'- 3%) 35-81/2 102-01/2 Pe Pv -3.383 =. ..... Route 9 ..... ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 3/17/2021 12:42:24PM Page 12 Job Number: 20-3548-02 Renort Descriotion: Ordinary Groun II 1111 Hydrau1ic Analysis Job Number: 20-3548-02 ReDort DescriDtion: Ordinary GrouD II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 24.28 2.13 120 0.005566 4-8 Pf 0.084 4068 1498 26-4 26-4 24.28 8 9.211 9.296 Sprinkler, ff(10'51/2) 10-5% 15-1% Pe Pv Route 10 ..... BL 2.1570 6.04 0.53 120 0.000425 49-0 Pf 0.031 2162 2144 32-101/2 30-7% 17.68 10.168 11.175 Flow (q) from Route 11 T(12'-31/2), P0(12-31/2) 24-7% 73-7% Pe Pv 0.975 =. ..... Route ll ..... BL 2.1570 17.68 1.55 120 0.003094 75-11/ Pf 0.423 1468 2162 34-1% 32-101/2 9.202 10.168 T(12'-31/.) 6fE(4'-31/2), fT(10'-5%), T(12'-3 60-11 136-10% Re Pv 0.543 =. ..... Route 12 ..... CM 4.2600 6.89 0.16 120 0.000020 12-0 Pt 0.000 3020 2892 28-11% 29-3 3.29+3.60 11.984 11.854 Flow (q) from Route 13 and 30 12-0 Pe Pv -0.130 CM 4.2600 10.31 0.23 120 0.000041 12-0 Pt 0.000 2892 2778 29-3 29-7 3.41 11.854 11.724 Flow (q)from Route 29 12-0 Re Pv -0.130 GO-- Route 13 ..... CM 4.2600 3.29 0.07 120 0.000005 7-2 Pt 0.000 3129 3020 28-91/2 28-111/2 3.29 12.061 11.984 Flow (q) from Route 31 7-2 Pc Pv -0.078 Route 14 ..... BL 2.1570 27.54 2.42 120 0.007026 115-81/2 Pt 1.159 936 935 33-1 32-11 233.17 11.142 12.386 P0(12-31/2), Flow (q) from Route 32 21(12-31/2), P0(12-3%) 49-2% 164-11 Pc Pv 0.086 CM 6.3570 233.17 2.36 120 0.001892 9-10% Pt 0.019 935 997 32-11 32-11 205.63 12.386 12.407 Flow (q) from Route 15 9-10% Pc Pv 0.002 CM 6.3570 262.58 2.65 120 0.002357 10,-0 Pt 0.024 997 1103 32-11 32-8 29.41 12.407 12.539 Flow (q) from Route 19 10-0 Pc Pv 0.108 CM 6.3570 294.21 2.97 120 0.002910 10-0 Pt 0.029 1103 1203 32-8 . . 32-41/2 31.63 .12.539 12.676 Flow (q) from Route 18 10-0 Pc Pv 0.108 Route 15 ..... CM 4.2600 205.63 4.63 120 0.010535 10-0 Pt 0.105 936 837 33-1 32'-9 233.17 11.142 11.401 Flow (q) from Route 32 10-0 Pc Pv 0.154 BL 2.1570 25.96 2.28 120 0.006300 115-7 Pt 1.038 837 836 32-9 32'-8 11.401 12.478 P0(12-31/2) 2T(12'-31/2), P0(12-31/2) 49-21/2 164-10 Pc Pv 0.039 CM 6.3570 205.63 2.08 120 0.001500 10,-0 Pt 0.015 836 935 32-8 32-11 179.67 12.478 12.386 Flow (q) from Route 16 10-0 Pc Pv -0.107 =...... Route 16 ..... BL 2.1570 24.67 2.17 120 0.005734 115-6 Pt 0.944 751 750 32-4% 32'-5 179.67 11.636 12.573 P0(12-3%), Flow (q) from Route 36 2T(12'-31/2), P0(12-31/2) 49-2% 164-8% Pc Pv -0.008 CM 6.3570 179.67 1.82 120 0.001168 10,-0 Pf 0.012 750 836 32-5 32'-8 154.99 12.573 12.478 Flow (q) from Route 17 10,-0 Pc Pv -0.107 =... ... Route 17 ..... CM 4.2600 154.99 3.49 120 0.006245 10,-0 Pt 0.062 751 650 32-41/2 32-0% 179.67 11.636 11.852 Flow (q) from Route 36 10-0 Pc Pv 0.154 BL 2.1570 23.66 2.08 120 0.005304 115-41/2 Pf 0.873 650 649 32-0% 32'-2 11.852 12.671 P0(12-31/.) 2T(12'-31/2), P0(12-3%) 49-21/2 164-7 Pc Pv -0.054 CM 6.3570 154.99 1.57 120 0.000889 10,-0 pt 0.009 649 750 32-2 32'-5 131.34 12.671 12.573 Flow (q) from Route 20 10-0 Re Pv -0.107 =. ..... Route 18 ..... , © M.E.P.CAD, Inc. qfflAutoSPRINK 2018 04.4.5.0 3/17/2021 12:42:24PM Page 13 111 1HydrauIic Analysis Job Number: 20-3548-02 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 294.21 6.62 120 0.020438 10-0 Pf 0.204 1207 1107 32-71/2 32-11 14.07 10.837 10.933 Flow (q) from Route 2 10-0 Pe Pv -0.108 BL 2.1570 31.63 2.78 120 0.009079 115-9 Pf 1.498 1107 1103 32-11 32-8 10.933 12.539 PO(12-31,4) 2T(12-3%), P0(12-31/2) 4921/2 164-111/2 Pe Pv 0.108 2. ..... Route 19 ..... CM 4.2600 262.58 5.91 120 0.016560 10-0 Pf 0.166 1107 1001 32-11 33-2 31.63 10.933 10.990 Flow (q) from Route 18 10-0 Pe Pv -0.108 BL 2.1570 29.41 2.58 120 0.007932 115-9 Pf 1.309 1001 997 33-2 32-11 10.990 12.407 P0(12-3%) 2T(12-31/2), P0(12-31/2) 49-2% 164-111/2 Pe Pv 0.108 2. ..... Route 2O ..... CM 4.2600 131.34 2.96 120 0.004597 10-0 Pt 0.046 650 537 32-0% 31-8 23.66 11.852 12.052 Flow (q) from Route 17 10-0 Pe Pv 0.154 BL 2.1570 22.88 2.01 120 0.004988 115-3 Pt 0.821 537 536 31-8 31-11 12.052 12.771 P0(12-3%) 2T(12-31/.), P0(12-31/2) 49-21/2 164-6 Pe Pv -0.101 CM 6.3570 131.34 1.33 120 0.000654 10-0 Pt 0.007 536 649 31-11 32-2 108.45 12.771 12.671 Flow (q) from Route 21 10-0 Pe Pv -0.107 QD ..... Route 21 ..... BL 2.1570 21.52 1.89 120 0.004453 114-10 Pt 0.731 206 204 30-3 30-11 65.48 12.745 13.187 P0(12-3%), Flow (q) from Route 26 2T(12-31/2), P0(12-31/2) 49-21/2 164-0% Pe Pv -0.288 CM 6.3570 65.48 0.66 120 0.000181 20-0 Pf 0.004 204 357 30-11 31-5 43.95 13.187 12.977 Flow (q) from Route 22 20-0 Pc Pv -0.214 CM 6.3570 86.12 0.87 120 0.000300 10-0 Pf 0.003 357 451 31-5 31-8 20.65 12.977 12.874 Flow (q) from Route 27 10-0 Pe Pv -0.107 CM 6.3570 108.45 1.10 120 0.000459 10-0 Pt 0.005 451 536 31-8 31-11 22.33 12.874 12.771 Flow (q) from Route 25 10-0 Pe Pv -0.107 2. ..... Route 22 ..... CM 4.2600 43.95 0.99 120 0.000607 10-0 Pt 0.022 206 160 30-3 29-11 65.48 - 12.745 12.920 Flow (q) from Route 26 P0(26-4) 264 36-4 Pc Pv 0.153 BL 2.1570 22.07 1.94 120 0.004667 114-81/2 Pt 0.708 160 157 29-11 30-8 12.920 13.293 2T(12-31/2), P0(12-31/2) 36-11 151-71/2 Pc Pv -0.334 CM 6.3570 43.95 0.44 120 0.000086 10-0 Pt 0.001 157 204 30-8 30-11 21.88 13.293 13.187 Flow (q)from Route 23 10-0 Pc Pv -0.107 2. ..... Route 23 ..... BL 2.1570 21.88 1.92 120 0.004590 114-6 Pt 0.695 68 65 29-21/2 30-2% 21.88 13.239 13.507 Flow (q) from Route 38 2T(12-3%), P0(12-31/2) 36-11 151-5 Pc Pv -0.428 CM 6.3570 21.88 0.22 120 0.000024 20-0 Pf 0.000 65 157 30-21/2 30-8 13.507 13.293 20-0 Pc Pv -0.214 =...... Route 24 ..... BL 2.1570 7.05 0.62 120 0.000564 115-9 Pt 0.093 2458 2461 30-1% 30-41/2 11.392 11.377 P0(12-3%) 21(12-3%), P0(12-31/2) 49-2% 164'11% Pc Pv -0.108 Go ..... Route 25 ..... BL 2.1570 22.33 1.96 120 0.004767 115-2 Pt 0.784 453 451 31-4 31-8 108.45 12.238 12.874 P0(12.3%), Flow (q) from Route 37 2T(12-3%), P0(12-3%) 49-2% 164-4% Pc Pv -0.148 QB ..... Route 26 ..... CM 4.2600 86.12 1.94 120 0.002106 10-0 Pt 0.021 453 359 31-4 30-11% 108.45 12.238 12.412 Flow (q) from Route 37 10-0 Pc Pv 0.154 1.,©M.E.P.CAD, Inc. Fill AutoSPRlNK 2018 v14.4.5.0 3/17/2021 12:42:24PM Page 14 §111-lydraulic Analysis Job Number: 20-3548-02 Reoort Descriotion: Ordinary Grouo II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Rn Fittings Eq. Length Total Length Summary CM 4.2600 65.48 1.47 120 0.001268 20-0 Pt 0.025 359 206 30-11% 30-3 12.412 12.745 20-0 Pe Pv 0.307 Route 27 ..... BL 2.1570 20.65 1.81 120 0.004124 117-9 Pt 0.760 359 357 30-111/2 31-5 12.412 12.977 P0(12-3%) 2T(12-31/2), 4fE(4-31/.), P0(12- 3%) 66-5% 184-2% Pe Pv -0.195 =. ..... Route 28 ..... BL 2.1570 11.63 1.02 120 0.001427 66-9 Pf 0.130 2162 2148 32-101/2 30-101/2 17.68 10.168 11.166 Flow (q) from Route 11 T(12'-3%), P0(12-3%) 24-71/2 914% Pe Pv 0.867 =. ..... Route 29 ..... BL 1.4420 3.41 0.67 120 0.001050 52-7 Pf 0.081 2891 2892 29-3 29-3 10.31 11.773 11.854 P0(7-5), Flow (q) from Route 40 T(7-5), LtE(2-51/2), P0(7-5) 24-9% 77-4% Pe Pv -0.000 =. ..... Route 3O ..... CM 6.3570 6.89 0.07 120 0.000003 12-0 Pt 0.000 2891 3019 29-3 28-11% 10.31 11.773 11.903 Flow (q) from Route 40 P0(37-81/2) 37-8% 49-8% Pe Pv 0.130 BL 1.4420 3.60 0.71 120 0.001156 52-7 Pt 0.081 3019 3020 28-111/2 28-11% 11.903 11.984 T(7-5), LtE(2-51/2), P0(7-5) 174 69-11 Pc Pv -0.000 -Route 31 ..... CM 6.3570 3.29 0.03 120 0.000001 12-0 Pr 0.000 3019 3157 28-111/2 28-8 11.903 12.033 PO(37'-81/2) P0(37-81/2) 75-5% 87-5% Pc Pv 0.130 BL 1.4420 3.29 0.65 120 0.000982 57-5 Pt 0.081 3157 3129 28-8 28-91/2 12.033 12.061 T(7-5), 2E(3'-81/.), LtE(2-5%), P0(7-5) 24-9% 82-21/2 Pc Pv -0.052 =. ..... Route 32 ..... CM 4.2600 233.17 5.25 120 0.013293 9-10% Pt 0.131 1001 936 33-2 33-1 29.41 10.990 11.142 Flow (q) from Route 19 9-10% Re Pv 0.021 =. ..... Route 33 ..... BL 2.1570 6.83 0.60 120 0.000533 123-41/2 Pt 0.114 1899 1903 31-1% 314% -, 10.957 10.962 P0(12-3%) E(6'-2), 4fE(4-3%), 8LtE(3-81/2), T(12-3%), P0(12-31/2) 89-10 213-2% Pc Pv -0.108 Route 34 ..... BL 2.1570 7.14 0.63 120 0.000578 115-9 Pt 0.095 2267 2271 30-41/2 30-71/2 11.284 11.271 P0(12-31/2) 2T(12-31/2), P0(12-31/2) 49-2% 164-11% Pc Pv -0.108 Route 35 ..... BL 1.4420 3.45 0.68 120 0.001070 52-7 Pf 0.083 2596 2597 29-101/2 29-101/2 11.512 11.595 P0(7-5) T(7-5), LtE(2'-5%), P0(7-5) 24-9% 774% Pc Pv -0.000 - Route 36 ..... CM 4.2600 179.67 4.04 120 0.008207 10-0 Pt 0.082 837 751 32-9 32-4% 25.96 11.401 11.636 Flow (q) from Route 15 10-0 Pc Pv 0.154 =. ..... Route 37 ..... CM 4.2600 108.45 2.44 120 0.003226 10-0 1 Pt 0.032 537 453 31-8 31-4 22.88 12.052 12.238 Flow (q) from Route 20 10-0 Pc Pv 0.154 =. ..... Route 38 ..... CM 4.2600 21.88 0.49 120 0.000167 20-0 Pt 0.012 160 68 29-11 29-21/2 12.920 13.239 P0(26-4) P0(26-4) 52-8 72-8 Pc Pv 0.307 =. ..... Route 39 ..... BL 2.1570 7.53 0.66 120 0.000638 115-9 Pt 0.105 2013 2017 30-101/2 31-1% 11.066 11.063 p0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 164-11% Pc Pv -0.108 Route 40 ..... CM 6.3570 10.31 0.10 120 0.000006 12-0 Pt 0.000 2777 2891 29-7 29-3 3.43 11.642 11.773 Flow (q) from Route 4 12-0 Pc Pv 0.130 4, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 3/17/2021 12:42:24PM Page 15 IHydrauIic Analysis Job Number: 20-3548-02 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length -Route 41 ..... BL 2.1570 8.24 0.72 120 0.000753 115-9 Pf 0.124 1778 3141/z 10.848 P0(12-31/2) 49-2% Pe -0.108 1782 31-7% 10.864 2T(12-3%), P0(12-3%) 164-11% PV lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 87 Value OfC 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn i Normal pressure at a point n a pipe E 902 Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 111/40 Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve - Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 3/17/2021 12:42:24PM Page 16 I I I Western e Protection I [1 Millipore Sigma I 2827 Whiptail Loop I Carlsbad, Ca. 92010 I Phase II I I Western Fire Protection Job # 20-3548-02 I HYDRAULIC CALCULATIONS I I I I I I I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I Job Number: 20-3548-02 Renort Descriotion: Remote Area 01 Ordinary (rctljn II11 U ~jjjjHydraulic Overview I Job Jab Numbs, 20-3548-02 Design Engineer Cameron Ward Job Namle Millipore Phone _Sigma _(Phase _2) FAX Address I StateCriflcatiorriLlcenoeNuntber 2827 Whiptail Loop C16-588039 Address' AHJ Carlsbad CA, 92010 City of Carlsbad Address S Job Site/Building System Density 0.200gpm/ft2 Area of Application 2500.00ft2 (Actual 3089.60ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 26.00 at 21.556 250.00 Cooenege Per Sprinkler ;0 .00S12 Number Of Sprinklers Calculated 30 Systen Prmsure Demand 81.953 System Flew Demand 1170.73 Total Demand 1170.73 @ 81.953 Pressune Result +47.333 (36.6%) Supplies Check Point Gauges Node Name Flow(aom) Hose FIow(pom) Static(psi) ResiduaI(Dsi) Identifier Pressure(Dsil K-Factor(K) Flow(pom) 1 Water Supply 8000.00 130.000 105.000 C-3548 Under Mezz - No Uprights M Water Supply at Node 1 (8000.00, 0.00, 130.000, 105.000) 15 135 Stitic reJsure 30.00L- 120 / :i a 1170.73 81.953 75- (B (B 60- --- - _ 45 - te demand ury 30- 15- - - - - _____ 0 - 10 1IIil 111.11 .LII.I.LI' .LI.i.I.LIJ i.L.l.1.J..LJ.l IJ..I..l.I..LJ..LJ 111111111 111111111 13950 1tP52007750 9300 10850 12400 15500 Water flow, gpm ,©M.E.P.CAD, Inc. go AutoSPRINK 2018 v1 4.4.5.0 8/13/2020 9:30:27AM Page 1 I I I I I I I U U U I I U I I I I 111 lHydraulic Summary Job Number: 20-3548-02 Pasnrsrt flcuut rirsf)rrn PcumrntA Areese 1 flrdinsers, (rcsn 11 111 Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Nerrrrn Millipore Sigma (Phase 2) State Certit/uationlLlconoeburnber C16-588039 Address I 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Carlsbad CA, 92010 Job Site/Building Address 3 Drawing Name C-3548 Under Mezz - No Uprights M System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 26.00 at 21.556 Occupancy Remote Area #1 Ordinary Group II Job Sulttc Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area of Application 2500.00ft2 (Actual 3089.60ft2) Additional Nose Supplies Node Hose At Node 6 Flow(porn) 250.00 Number Of Sprinklers Calculated 30 Coverage Per Sprinkler 130.00ft2 AutnPeak Results: Pressure For Remote Area(s) Adjacent To Most Rem ureArea Total Hose Streams 250.00 System F/nw Demand 1170.73 Iota/ Water Required (Including Rosa Allowance) 1170.73 Mae/mum Pressure Unbalance In Loops 0.000 Mae/mum Velocity Above Ground 20.73 between nodes 12 and 13 Mae/mum Velocity Under Ground 8.05 between nodes 5 and 6 Volume capacity of Wet Pipes 5200.30ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 130.000 105.000 8000.00 129.286 1170.73 81.953 47.333 Contractor Contractor Number Contact Name Contact Title Name of Cocleector. Phone Extension Address 1 FAX Address 2 E-mail Address 3 Wab.Site I ,©M.E.P.CAD, Inc. ffi AutoSPRlNK2018v14.4.5.0 8/13/2020 9:30:30AM Page 2 I I I I 77 I I I I I I I 1 L ri I I IN JHydrauIic Graph I Job Number: 20-3548-02 Qasr,-e r D ,sb A...- 441 II /IN Water Supply at Node I 150- 135---- 120- --Static Pressure 130.000 105 90 Ii çoO1O5.Ooo 170.73 81.953 1! 75 : - demand cue 30—-- 15— 01 UUJiLLL111111 111111111 Ill 111111111 111111111 11111 11 1111 1 I 111111 9550300 4650 6200 7750 9300 ioso 12400 13950 15500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 130.000 Residual: Pressure 105.000 @ 8000.00 Available Pressure at Time of Test 129.286 @ 1170.73 Sr5lerr Derrard 81.953 @ 1170.73 SySlari Derrard iindudina herediiosorceat Dorsal 81.953 @ 1170.73 © M.E.P.CAD, Inc. iffl AutoSPRINK 2018 v14.4.5.0 8/13/2020 9:30:31AM Page 3 iSummary Of Outfiowing Devices I Job Number: 20-3548-02 Report Descriptiort Remote Area #1 Ordinary Group 11 (1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 250.00 250.00 0 82.897 Sprinkler 101 27.12 26.00 5.6 23.449 Sprinkler 102 27.16 26.00 5.6 23.514 Sprinkler 103 27.29 26.00 5.6 23.747 Sprinkler 104 27.14 26.00 5.6 23.491 Sprinkler 105 33.92 26.00 8 17.972 Sprinkler 106 33.95 26.00 8 18.012 Sprinkler 107 34.55 26.00 8 18.654 Sprinkler 108 34.59 26.00 8 18.691 Sprinkler 109 34.65 26.00 8 18.760 Sprinkler 110 35.17 26.00 8 19.331 Sprinkler 111 26.10 26.00 5.6 21.716 Sprinkler 112 26.13 26.00 5.6 21.776 Sprinkler 113 26.26 26.00 5.6 21.992 Sprinkler 114 26.12 26.00 5.6 21.755 Sprinkler 115 29.87 26.00 8 13.943 Sprinkler 116 34.63 26.00 8 18.737 Sprinkler 117 34.69 26.00 8 18.805 Sprinkler 118 35.30 26.00 8 19.467 c Sprinkler 119 26.00 26.00 5.6 21.556 Sprinkler 120 26.04 26.00 5.6 21.616 Sprinkler 121 26.17 26.00 5.6 21.831 Sprinkler 122 26.02 26.00 5.6 21.595 Sprinkler 123 29.77 26.00 8 13.848 Sprinkler 124 32.01 26.00 8 16.014 Sprinkler 125 31.95 26.00 8 15.949 Sprinkler 126 32.12 26.00 8 16.121 Sprinkler 127 32.23 26.00 8 16.229 Sprinkler 128 32.86 - 26.00 8 16.871 -Sprinkler 129 35.51 26.00 8 19.701 -Sprinkler 130 35.42 26.00 8 19.602 c Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 8/13/2020 9:30:33AM Page 4 I I I I I I I I P, I I I I I I I I Job Number: 20-3548-02 Porirt flperintin Rmnt Arpn iti flr1inry (rnI Ir 11 (1 ~jjjjNode Analysis I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) - 1 7-0 S 81.953 1170.73 6 4-0 T(5861/2), LtE(18-9) 82.897 250.00 101 16-6% Spr(-23.449) 23.449 27.12 102 16-61/2 Spr(-23.514) 23.514 27.16 103 1661/2 Spr(-23.747) 23.747 27.29 104 16-6% Spr(-23.491) 23.491 27.14 105 10-0 Spr(-17.972), fd(43-6) 17.972 33.92 106 10-0 Spr(-18.012), fd(43-6) 18.012 33.95 107 10-0 Spr(-18.654), fd(43-6) 18.654 34.55 108 10-0 Spr(-18.691), fd(43'-6) 18.691 34.59 109 10-0 Spr(-18.760), fd(43-6) 18.760 34.65 110 10-0 Spr(-19.331), fd(43-6) 19.331 35.17 111 16'-61/2 Spr(-21.716) 21.716 26.10 112 16-6% Spr(-21.776) 21.776 26.13 113 16-6% Spr(-21.992) 21.992 26.26 114 16-6% Spr(-21.755) 21.755 26.12 115 10-0 Spr(-13.943), fd(43-6) 13.943 29.87 116 10-0 Spr(-18.737), fd(43-6) 18.737 34.63 117 10-0 Spr(-18.805), fd(43-6) 18.805 34.69 118 10-0 Spr(-19.467), fd(43'-6) 19.467 35.30 119 16'-61/2 Spr(-21.556) 21.556 26.00 120 16-6% Spr(-21.616) 21.616 26.04 121 16-6% Spr(-21.831) 21.831 26.17 122 16-6% Spr(-21.595) 21.595 26.02 123 10-0 Spr(-13.848), fd(43-6) 13.848 29.77 124 10-0 Spr(-16.014), fd(43'-6) 16.014 32.01 125 10-0 Spr(-15.949), fd(43-6) 15.949 31.95 126 10-0 Spr(-16.121), fd(43-6) 16.121 32.12 127 10-0 Spr(-16.229), fd(43-6) 16.229 1 32.23 128 10-0 Spr(-16.871), fd(53-0) 16.871 32.86 129 10-0 Spr(-19.701), fd(53-0) 19.701 35.51 130 10-0 Spr(-19.602), fd(53'-O) 19.602 35.42 2 7-0 E(31-4) 81.950 3 17-0 LtE(29-6) 77.271 4 17-0 LtE(20-101/.) 74.263 5 4-0 LtE(16-7) 83.107 1 7 4-0 LtE(25-6) 82.638 8 4-0 LtE(18-9) 79.996 9 4-0 LtE(25-6) 79.712 10 0-6 77.718 11 2-1 P0(37-8%) 75.691 12 14-8% fE(8-11%) 52.779 13 14-8% P0(12-3%) 41.763 1 14 14-8% P0(12-3%) 40.165 15 15-91/2 fT(10-5%) 37.282 ii 16 14-81/2 P0(10-0) 38.883 17 14-81/2 P0(20-2) 38.501 18 14'-81/2 P0(12-31/2) 38.448 19 14'-8% P0(12-3%) 38.424 20 14-8% fT(17-51/,.) 31.323 21 14-8% P0(12-3%) 31.027 22 14-8% P0(12-3%) 30.046 23 14-8% P0(12-3%) 29.836 1101 15'-0 P0(5-0) 25.613 1102 15-0 P0(5-0) 25.681 1103 15-0 P0(5-0) 25.928 1104 15-0 P0(5-0) 26.287 1105 15'-91/2 PO(5'-O) 33.572 1106 15'-9% PO(5'-O) 33.696 1107 15-9% P0(5-0) 34.938 1108 15-9% P0(5-0) 33.756 1109 15-9% 1 P0(5-0) 33.885 1S,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 8/13/2020 9:30:35AM Page 5 I I [Ii I I I Ll I I H I I I 1 I I I IT Li I Job Number: 20-3548-02 Rnnrf fl u'rinf,n Rmifp ArP2 lil flrdinry (riir 1111 ~jjjjNode Analysis I 8/13/2020 9:30:35AM Page 6 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 Node Elevation(Foot) Fillings Pressure(psi) Discharge(gpm) - 1110 1591/2 P0(5-0) 35.012 1111 14-11 P0(5-0) 23.831 1112 14-11 P0(5-0) 23.894 1113 14-11 P0(5-0) 24.124 1114 14-11 P0(5-0) 24.458 1115 14-11 P0(5-0) 26.722 1116 1591/2 P0(5-0) 34.157 1117 15-9% P0(5-0) 34.286 1118 15-9% P0(5-0) 35.416 1119 14-11 P0(5-0) 23.661 1120 14-11 P0(5-0) 23.725 1121 14-11 P0(5-0) 23.953 1122 14-11 P0(5-0) 24.285 1123 14-11 P0(5-0) 26.533 1124 14-11 P0(5-0) 29.972 1125 14-11 P0(5-0) 29.981 1126 14-11 P0(5-0) 30.315 1127 14-11 P0(5-0) 30.386 1128 15'-4% P0(5-0) 33.453 1129 15-9 P0(5-0) 39.787 1130 15-6 P0(5-0) 40.049 I I I I [1 L I I I I I [Ti I 1 1 1 I I I Hydraulic Analysis N M I Job Number: 20-3548-02 Report Description: Remote Area #1 Ordinary Group 11 (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings JEq. Length Total Length Summary -Route I ..... SP 1.0490 26.00 9.65 120 0.211435 171/2 Pt 1.401 119 1119 16-6% 14-11 26.00 5.6 21.556 23.661 Sprinkler, P0(5-0) 5-0 6'-7% Pe Pv 0.704 BL 2.1570 26.00 2.28 120 0.006317 10-0 P1 0.063 1119 1120 14-11 14-11 23.661 23.725 10-0 Pe Pv BL 2.1570 52.04 4.57 120 0.022802 10-0 P1 0.228 1120 1121 14-11 14-11 26.04 23.725 23.953 Flow (q) from Route 10'-0 Pe Pv BL 2.1570 78.20 6.87 120 0.048445 6-10% Pt 0.332 1121 1122 14-11 14-11 26.17 23.953 24.285 Flow (q) from Route 7 6101/2 Pe Pv BL 2.1570 104.22 9.15 120 0.082423 10-0% Pt 2.248 1122 1123 14-11 14-11 26.02 24.285 26.533 Flow (q) from Route 4fE(4-3%) 17-3 27-3% Pe Pv -0.000 BL 2.1570 133.99 11.76 120 0.131193 3-7 Pt 3.213 1123 23 14-11 14-8% 29.77 26.533 29.836 Flow (q) from Route 13 2f E(4'-31/2), P0(12-3%) 20-11 24-6 Pe Pv 0.090 CM 3.2600 133.99 5.15 120 0.017555 12'-0 Pt 0.211 23 22 14-8% 14-8% 29.836 30.046 12-0 Pe Pv CM 3.2600 268.48 10.32 120 0.063498 2-7% Pt 1.277 22 20 14'-8% 14'-8% 134.48 30.046 31.323 Flow (q) from Route fT(17-51/2) 17-5% 20-1 Pe Pv CM 3.2600 377.18 14.50 120 0.119096 40-1% Pt 7.178 20 17 14-8% 14-8% 108.70 31.323 38.501 Flow (q) from Route P0(20-2) 20-2 60-3 Pe Pv CM 4.2600 584.01 13.15 120 0.072662 5-3 P1 0.383 17 16 14-8% 14'-8% 206.83 38.501 38.883 Flow (q) from Route 20 5'-3 Pe Pv CM 4.2600 688.63 15.50 120 0.098560 13-0 Pt 1.281 16 14 14'-8% 14-8% 104.62 38.883 40.165 Flow (q) from Route 24 13-0 Pe Pv CM 4.2600 849.80 19.13 120 0.145434 11-0 Pt 1.599 14 13 14-8% 14-8% 161.17 40.165 41.763 Flow (q) from Route 15 11-0 Pe Pv CM 4.2600 920.73 20.73 120 0.168683 26-4 Pt 11.016 13 12 14-81/2 14-81/2 70.93 41.763 52.779 Flow (q) from Route 29 fT(21-1), 2fE(8'-111/2) 38111/2 6531/2 Pe Pv -0.000 CM 6.3570 920.73 9.31 120 0.024014 432-2Y2 Pt 17.444 12 11 14-8% 2-1 52.779 75.691 fT(31-5), 3fE(12'-7), 7E(17'-7), LtE(11'-4), CV(40'-3), BV(12'-7), P0(37-8%) 294-21/2 726-5 Pe Pv 5.468 FM 8.2490 920.73 5.53 120 0.006752 16-0 Pt 1.329 11 10 2-1 0-6 75.691 77.718 3LtE(15-3), T(41-11/2), P0(41-1 %), CV(52-10) 180-101/2 196-10% Pe Pv 0.698 CM 10.4000 920.73 3.48 140 0.001642 4-6 Pt 0.049 10 9 0-6 4-0 77.718 79.712 LtE(25-6) 25-6 30-0 Pe Pv 1.945 UG 9.5100 920.73 4.16 150 0.002235 82-6% Pt 0.284 9 8 4-0 4-0 79.712 79.996 2EE(12-101/2), LtE(18'-9) 44-6 127-0% Pe Pv CM 10.4000 920.73 3.48 140 0.001642 10-0 Pt 2.642 8 7 4-0 -4-0 79.996 82.638 3LtE(25-6), CV(-2.500) 76-6% 86-6% Pe Pv UG 9.5100 920.73 4.16 150 0.002235 14-2 Pt 0.259 7 6 4-0 4-0 82.638 82.897 PIV(5-10), 2LtE(18-9), T(58-6% 101-10% 116-0 Pe Pv U 7.7100 1170.73 8.05 150 0.009684 5-0 Pt 0.209 6 5 4-0 4-0 250.00 82.897 83.107 LtE(16-7) 16-7 21-7 Pe Pv U 11.3100 1170.73 3.74 150 0.001498 138-0 Pt 0.261 5 4 -4-0 17-0 83.107 74.263 EE(15'-l), LtE(20-101/2) 35-11% 174-0 Pe Pv -9.104 ., © M.E.P.CAD, Inc. fflAutoSPRINK 2018 04.4.5.0 8/13/2020 9:30:37AM Page 7 I I I Li I I I I I I I I I I U Li I Li J Hydraulic Analysis I Job Number: 20-3548-02 Report Description: Remote Area #1 Ordinary Group 11 (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 ____ UG 12.4600 1170.73 3.08 140 0.001062 12-0 Pt 3.008 4 3 17-0 17-0 74.263 77.271 3LtE(29'-6), BFP(-2.902) 885h/2 10051/2 Pe Pv UG 11.3100 1170.73 3.74 150 0.001498 166-4 Pt 0.343 3 2 17-0 7-0 77.271 81.950 2E(31'-4) 62-8 229-0 Pe Pv 4.335 UG 15.9200 1170.73 1.89 150 0.000283 10-0 Pt 0.003 2 1 7-0 7'-0 81.950 81.953 Water Supply 10'-O Pe Pv 0.00 Hose Allowance At Source 1 1170.73 BL 1.0490 26.02 9.66 120 0.211787 241/z Pt 1.985 122 1122 16-6% 14-11 26.02 5.6 21.595 24.285 Sprinkler, E(2'-O), P0(5-0) 7-0 941/2 Pe Pv 0.704 Qb ..... Route 3 ..... SP 1.0490 26.04 9.67 120 0.211976 1-71/2 Pt 1.404 120 1120 166h/2 14-11 26.04 5.6 21.616 23.725 Sprinkler, PO(5'-O) 5-0 6-71/2 Pe Pv 0.704 • • • Route 4 ..... SP 1.0490 26.10 9.69 120 0.212884 V71/z Pt 1.410 111 1111 1661/2 14-11 26.10 5.6 21.716 23.831 Sprinkler, P0(5-0) 5-0 671/2 Pe Pv 0.704 BL 2.1570 26.10 2.29 120 0.006360 10-0 Pt 0.064 1111 1112 14-11 14-11 23.831 23.894 10'-0 Pe Pv BL 2.1570 52.23 4.59 120 0.022958 10-0 Pt 0.230 1112 1113 14-11 14'-l1 26.13 23.894 24.124 Flow (q) from Route 10'-0Pv Pe BL 2.1570 78.49 6.89 120 0.048717 6-10% Pt 0.335 1113 1114 14-11 14-11 26.26 24.124 24.458 Flow (q) from Route 6-10% Pe Pv BL 2.1570 104.61 9.18 120 0.082987 10-0% Pt 2.263 1114 1115 14-11 14-11 26.12 24.458 26.722 Flow (q) from Route 4fE(4-31/2) 17-3 27-31/2 Pe Pv -0.000 BL 2.1570 134.48 11.81 120 0.132078 3-7 Pt 3.234 1115 . 22 14-11 14-8% 29.87 26.722 30.046 Flow (q) from Route 14 2f E(4'-31/2), P0(12-3%) 20-11 24-6 Pe Pv 0.090 5.'... BL 1.0490 26.12 9.70 120 0.213238 2'-4% Pt 1.999 114 1114 16-6% 14-11 26.12 5.6 21.755 24.458 Sprinkler, E(2'-O), P0(5-0) 7-0 9-4% Pe Pv 0.704 ..... Route 6 ..... SP 1.0490 26.13 9.70 120 0.213428 1-7% Pt 1.414 112 1112 16-61/2 14-11 26.13 5.6 21.776 23.894 Sprinkler, PO(5'-O) 5'-0 6-71/. Pe Pv 0.704 Route7.•'.' SP 1.0490 26.17 9.71 120 0.213926 1-7% Pt 1.417 121 1121 16-6% 14-11 26.17 5.6 21.831 23.953 Sprinkler, P0(5-0) 5-0 6-7% Pe Pv 0.704 Route 8 ..... SP 1.0490 26.26 9.75 120 0.215391 1-7% Pt 1.427 113 1113 16-6% 14-11 26.26 5.6 21.992 24.124 Sprinkler, P0(5-0) 5-0 6'-71/2 Pe Pv 0.704 SP 1.0490 27.12 10.07 120 0.228558 1-61/2 Pt 1.495 101 1101 16'-6% 15-0 27.12 5.6 23.449 25.613 Sprinkler, P0(5-0) 5-0 6'-6% Pe Pv 0.668 BL 2.1570 27.12 2.38 120 0.006828 10-0 Pt 0.068 1101 1102 15-0 15-0 25.613 25.681 10-0 Pe Pv BL 2.1570 54.27 4.77 120 0.024648 10-0 Pt 0.246 1102 1103 15-0 15-0 27.16 25.681 25.928 Flow (q) from Route 11 10'-0 Pe Pv BL 2.1570 81.56 7.16 120 0.052367 6-10% Pt 0.359 1103 1104 15-0 15-0 27.29 25.928 26.287 Flow (q) from Route 12 6-10% Pe Pv ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 8/13/2020 9:30:37AM Page 8 I 1 I I I Li I I I I I I I 1 I I I I I Hydraulic Analysis Job Number: 20-3548-02 Report Descriptiort Remote Area #1 Ordinary Group 11 (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 BL 2.1570 108.70 9.54 120 0.089096 13-7% Pt 4.613 1104 21 15'-0 148h/2 27.14 26.287 31.027 Flow (q) from Route 10 6fE(4.31/2), P0(12-3%) 38'-2 51-9% Pe 0.126 Pv CM 3.2600 108.70 4.18 120 0.011922 7-41/2 Pt 0.296 21 20 14-81/2 1481/2 31.027 31.323 ff(17'-51/z) 17-5% 24-10 Pe Pv -. ..... Route 10 • BL 1.0490 27.14 10.08 120 0.228936 2-3% Pt 2.127 104 1104 16-6% 15-0 27.14 5.6 23.491 26.287 Sprinkler, E(2'-O), P0(5-0) 7-0 Pe 0.668 Pv Route 11 • SP 1.0490 27.16 10.08 120 0.229140 1-6% Pt 1.499 102 1102 16-6% 15-0 27.16 5.6 23.514 25.681 Sprinkler, P0(5-0) 5-0 6-6% Pe 0.668 Pv ..... Route 12 ..... SP 1.0490 27.29 10.13 120 0.231237 1-6% Pt 1.513 103 1103 16-6% 15-0 27.29 5.6 23.747 25.928 Sprinkler, P0(5-0) 5-0 6-61/2 Pe 0.668 Pv Route 13 . BL 1.0490 29.77 11.05 120 0.271621 4-01/2 Pt 14.817 123 1123 101-0 14-11 29.77 8 13.848 26.533 Sprinkler, E(2'-O), P0(5-0), fd(43'-6) 50-6 54-6% Pe -2.132 Pv - ..... Route 14 ..... AO 1.0490 29.87 11.09 120 0.273345 4-072FP-f1 4.911 115 1115 10-0 14-11 29.87 8 13.943 26.722 Sprinkler, E(2-0), P0(5-0), fd(43'-6) 50-6 54-61/2 Pe -2.132 Pv Ga ..... Route 15 • BL 1.0490 31.95 11.86 120 0.309539 3-81/2 Pt 16.164 125 1125 10-0 14-11 31.95 8 15.949 29.981 Sprinkler, P0(5-0), fd(43-6) 48-6 52-2% Pe -2.132 Pv BL 2.1570 63.96 5.62 120 0.033402 10-0 Pt 0.334 1125 1126 14-11 14-11 32.01 29.981 30.315 Flow (q) from Route 16 10-0 Pe Pv BL 2.1570 96.08 8.44 120 0.070910 1-0 Pt 0.071 1126 1127 14-11 14-11 32.12 30.315 30.386 Flow (q) from Route 17 1-0 Pe Pv BL 2.1570 128.31 11.27 120 0.121087 14-0% Pt 3.266 1127 1128 14-11 15-4% 32.23 30.386 33.453 Flow (q) from Route 18 3fE(4-31/2) 12-11 26-111/2 Pe -0.199 Pv BL 2.1570 161.17 14.15 120 0.184624 12-01/2 Pt 6.423 1128 14 15-4% 14-8% 32.86 33.453 40.165 Flow (q) from Route 19 fT(10'-51/2), P0(12.3%) 22'-9 34-91/2 Pe 0.289 Pv Route 16 . BL 1.0490 32.01 11.88 120 0.310715 3-3% Pt 16.089 124 1124 10-0 14-11 32.01 8 16.014 29.972 Sprinkler, PO(5'-O), fd(43-6) 48-6 51-9% Pe -2.132 Pv BL 2.1570 32.01 2.81 120 0.009283 1-0 Pt 0.009 1124 1125 14-11 14-11 29.972 29.981 1-0 Pe Pv ..... Route 17 ..... BL 1.0490 32.12 11.92 120 0.312633 3-81/2 Pt 16.326 126 1126 101-0 14'-11 32.12 8 16.121 30.315 Sprinkler, P0(5-0), fd(43'-6) 48'-6 52-21/2 Pe -2.132 Pv Route 18 ..... BL 1.0490 32.23 11.96 120 0.314566 3-3% Pt 16.289 127 1127 10-0 14'-11 32.23 8 16.229 30.386 Sprinkler, P0(5-0), fd(43-6) 48-6 51-9% Pe -2.132 Pv - ..... Route 19..... DY 1.0490 32.86 12.20 120 0.326067 0-0 Pt 18.912 128 1128 101-0 15-4% 32.86 8 16.871 33.453 Sprinkler, PO(5'-O), fd(53'-O) 58-0 58-0 Pe -2.330 Pv ow • • • • Route 20 ..... BL 1.0490 33.92 12.59 120 0.345703 1-10% Pt 18.111 105 1105 10-0 15-9% 33.92 8 17.972 33.572 Sprinkler, E(2'-O), PO(5'-O), fd(43'-6) 50-6 52-4% Pe -2.511 Pv BL 2.1570 33.92 2.98 120 0.010328 12-0 Pt 0.124 1105 1106 15-9% 15-9% 33.572 33.696 12-0 Pe Pv 1A.,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 8/13/2020 9:30:37AM Page 9 I 1 I I I I I I I I I I I 1 I I I I I IN Hydraulic Analysis I Job Number: 20-3548-02 Report Description: Remote Area #1 Ordinary Group 11 (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 BL 2.1570 67.87 5.96 120 0.037272 16-1 Pt 1.242 1106 1107 1591/2 15-9% 33.95 33.696 34.938 Flow (q) from Route 21 4fE(431/2) 17-3 33-4 Pe Pv BL 2.1570 102.42 8.99 120 0.079802 1501/2 Pt 3.017 1107 19 15-9% 14-8% 34.55 34.938 38.424 Flow (q) from Route 22 fT(10-5%), P0(12-3%) 22-9 3791/2 Pe 0.470 Pv CM 4.2600 102.42 2.31 120 0.002902 821/2 Pt 0.024 19 18 14-8% 14-8% 38.424 38.448 821/2 Pe Pv CM 4.2600 206.83 4.66 120 0.010649 4-11% Pt 0.053 18 17 14-8% 14-8% 104.41 38.448 38.501 Flow (q) from Route 23 4-11% Pe Pv Route 21 ..... AO 1.0490 33.95 12.60 120 0.346408 2-0% Pt 18.195 106 1106 10-0 15'-9% 33.95 8 18.012 33.696 Sprinkler, E(2'-O), P0(5-0), fd(43'-6) 50-6 52-6% Pe -2.511 Pv Route 22 ..... AO 1.0490 34.55 12.83 120 0.357819 2-0% Pt 18.795 107 1107 10-0 15-9% 34.55 8 18.654 34.938 Sprinkler, E(2'-O), PO(5'-O), fd(43'-6) 50-6 52-6% Pe -2.511 Pv Route 23 ..... BL 1.0490 34.59 12.84 120 0.358477 0-6% Pt 17.576 108 1108 10-0 15-9% 34.59 8 18.691 33.756 Sprinkler, P0(5-0), fd(43'-6) 48'-6 49-0% Pe -2.511 Pv BL 2.1570 34.59 3.04 120 0.010710 12'-0 Pt 0.129 1108 1109 15-9% 15-9% 33.756 33.885 12-0 Pe Pv BL 2.1570 69.24 6.08 120 0.038675 11-11 Pt 1.127 1109 1110 15-9% 15-9% 34.65 33.885 35.012 Flow (q) from Route 25 4tE(4'-3%) 17-3 29-11/2 Pe Pv BL 2.1570 104.41 9.17 120 0.082695 13-1% Pt 2.966 1110 18 15-9% 14-8% 35.17 35.012 38.448 Flow (q) from Route 27 fl(10'-51/2), P0(12-3%) 22-9 35-101/2 Pe 0.470 Pv = .....Route 24 . BL 1.0490 34.63 12.86 120 0.359282 1-5 Pt 17.931 116 1116 10-0 15-9% 34.63 8 18.737 34.157 Sprinkler, P0(5-0),fd(43'-6) 48-6 49-11 Pe -2.511 Pv BL 2.1570 34.63 3.04 120 0.010734 12-0 Pt 0.129 1116 1117 15-9% 15-9% 34.157 34.286 12-0 Pe Pv BL 2.1570 69.32 6.09 120 0.038761 11-11 Pt 1.130 1117 1118 15-9% 15-9% 34.69 34.286 35.416 Flow (q) from Route 26 4fE(4-31/2) 17-3 29-1% Pe Pv BL 2.1570 104.62 9.19 120 0.082999 12'-0% Pt 1.866 1118 15 15-9% 15-9% 35.30 35.416 37.282 Flow (q) from Route 28 fr(10-5%) 10'-5% 22-6 Pe Pv RN 2.0670 104.62 10.00 120 0.102145 1,-11 Pt 1.132 15 16 15-9% 14-8% 37.282 38.883 P0(10-0) 10-0 11,-1 Re 0.470 Pv Route 25..... BL 1.0490 34.65 12.86 120 0.359696 0-6% Pt 17.636 109 1109 10-0 15-9% 34.65 8 18.760 33.885 Sprinkler, P0(5-0), fd(43'-6) 48-6 49-01/2 Pe -2.511 Pv go ••••• Route 26 ..... BL 1.0490 34.69 12.88 120 0.360494 1-5 Pt 17.992 117 1117 10-0 15-9% 34.69 8 18.805 34.286 Sprinkler, P0(5-0), fd(43'-6) 48'-6 49-11 Pe -2.511 Pv ab ••••• Route 27 ..... BL 1.0490 35.17 13.06 120 0.369807 0-8% Pt 18.192 110 1110 10-0 15-9% 35.17 8 19.331 35.012 Sprinkler, P0(5-0), fd(43-6) 48-6 49-21/2 Pe -2.511 Pv Route 28..... BL 1.0490 35.30 13.10 120 0.372216 J 1-1 Pt 18.460 118 1118 10-0 15-9% 35.30 8 19.467 35.416 Sprinkler, P0(5-0), fd(43'-6) 48-6 49-7 Pe -2.511 Pv =. ..... Route 29..... ,,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 8/13/2020 9:30:37AM Page 10 I ~- j ! I I I I I LI I I 1 P1 1 I I I Hydraulic Analysis 11 1 Job Number: 20-3548-02 Report Description: Remote Area #1 Ordinary Group 11 (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.0490 35.42 13.15 120 0.374604 2'- 111/2 Pt 22.838 130 10-0 35.42 8 19.602 Sprinkler, 58-0 Pe -2.391 1130 15-6 40.049 P0(5-0), fd(53'-O) 60-11% Pv BL 2.1570 70.93 6.23 120 0.040441 12-10 Pt 1.365 1130 15'-6 35.51 40.049 Flow (q)from Route 30 20-11 Pe 0.349 13 1481/2 41.763 2fE(4'-31/2), P0(12-3%) 33-9 Pv °°°• Route 3O ..... BL 1.0490 35.51 13.18 120 0.376359 2-0 Pt 22.578 129 10-0 35.51 8 19.701 Sprinkler, 58-0 Pe -2.493 1129 15-9 39.787 PO(5'O), fd(53'-O) 60-0 Pv BL 2.1570 35.51 3.12 120 0.011244 9-9% Pt 0.160 1129 15-9 39.787 4-5 Pe 0.102 1130 15-6 40.049 2fEE(2'-2%) 14'-3 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier I Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow nom b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt . . . Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11140 Elbow points Ee2 22%° Elbow Pv Velocity pressure at a point in a pipe f Flow Device d Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,,© M.E.P.CAD, Inc. AutoSPRlNK20l8v14.4.5.0 8/13/2020 9:30:37AM Page 11 I I I I I I n I I I Li I U I I Ii I I ©M.E.P.CAD, Inc. jjAutoSPRINK2018v14.4.5.0 8/13/2020 9:30:54AM Page 12 In U I I I I I I I I I I I I I I I I I I IHydrau1ic Overview I Job Number: 20-3548-02 Rrtnrt flp rirttiren Rsmrtta Aressa If-'A (rdin2ry (rtsitrs 1111) Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Phone FAX Millipore _Sigma _(Phase _2) Address I StateCertiflcotionlLicenseNurnbe, 2827 Whiptail Loop C16-588039 Address 2 AHJ Carlsbad CA, 92010 City of Carlsbad Address 3 Job Site/Building System Density 0.200gpm/ft2 Area of Application 2500.00ft2 (Actual 3058.07ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 26.00 at 21.556 250.00 Couenoge Per Sprinkler 130.00ft° Number Of Sprinklers Calculated 33 Staten Pressure Demand 88.380 Staten Fins Demand 1195.79 Total Demand 1195.79 @88.380 Pressure Result +40.877(31.6%) Supplies Check Point Gauges UQk Name Flow(aDmt Hose Flow(pom) Static(psi) Residual(r)s') Identifier Pressure(psi) K-Factor(K) Flow(corn) 1 Water Supply 8000.00 130.000 105.000 C-3548 Under Mezz - No Uprights M Water Supply at Node 1(8000.00, 0.00, 130.000, 105.000) ::: Ll Prejsure 30.00L- / 12 105 f4000105000 __ 90 j19579 88.380_ a 11 75. 6O System demand curve 30 15 o F IN H 13950 15500 1%b0&5 f2oo 7750 9300 10850 12400 Water flow, gpm , 0 M.E.P.CAD, Inc. §1 AutoSPRlNK 2018 04.4.5.0 8/13/2020 9:33:05AM Page 1 I I I I I I I I I I I I I I I I I Job Number: 20-3548-02 Rrtnrt fl riririlion PmnIo Arô flrrlinGry flrrniin II VAI I 111 Hydraulic Summary I Job Job Number 20-3548-02 Design Engineer Cameron Ward Job NOnrO Millipore Sigma (Phase 2) State Certification/License Number C16-588039 Address 1 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Carlsbad CA, 92010 Job Site/Building Address 3 Drawing Name C-3548 Under Mezz - No Uprights M System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 26.00 at 21.556 Occupancy Remote Area #3 Ordinary Group II Job Suffix Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area a' Application 2500.00ft2 (Actual 3058.07ft2) Additional Hose Supplies Node Hose At Node 6 Flow(oom) 250.00 Number Of Sprinklers Calculated 33 Cooerage Per Sprinkler 130.00ft2 AutoPeek Results: Pressure For Remote Arae(n) Adjacent To Moot Remote Area Total Hose Streams 250.00 System Flow Demand 1195.79 Total Water Required (Including Hose Allowance) 1195.79 Maximum Pressure Unbalance In Loops 0.000 Madmum VelocityAbeve Ground 23.64 between nodes 26 and 27 Madmunr Velocity Under Ground 8.22 between nodes 5 and 6 Volume capacity of Wet Pipes 5200.30ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 130.000 105.000 1 8000.00 129.257 I 1195.79 88.380 40.877 Contractor Contractor Number Contact Name Contact Tide Name of Cantractor Phone Extension Address I FAX Address 2 E-mail Address 3 Web-Site I (,©M.E.P.CAD, Inc. ffi AutoSPRlNK 2018 v14.4.5.0 8/13/2020 9:33:08AM Page 2 I I I I I I U I L I I I I I I I I Job Number: 20-3548-02 Iusrs,,rf r ra,'r,nfesn Pn,,strs A,,ra df'S (r,fl,.rars, (,-,ra ,n II 1111 Hydrau1ic Graph I 8/13/2020 9:33:10AM Page 3 &@ M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 Water Supply at Node I 150 -: 135--- --Static Pressure 130.000 120 :. ii 8000.00105.000 90 195.79@83380 75 60j___ Stem demand cue 45 30—-- 15— 0— IILuiJLLU.LU.111111IIM111II11lIIIIIt1 IllIllilt 111111111 111111111 III II 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 130.000 Residual: Pressure 105.000 @ 8000.00 Aeailubte Pressure at Time of Test 129.257 © 1195.79 Steten Denard 88.380 @ 1195.79 System Demand Ilnouding heseelleeainoe at Source) 88.380 © 1195.79 U I I I I I LI I I I I I I I I I I I I N Summary Of Outfiowing Devices Job Number: 20-3548-02 Report Description: Remote Area #3 Ordinary Group 11 (3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 250.00 250.00 0 89.264 Sprinkler 301 32.71 26.00 8 16.720 Sprinkler 302 31.31 26.00 8 15.314 Sprinkler 303 30.61 26.00 8 14.643 Sprinkler 304 33.05 26.00 8 17.072 Sprinkler 305 29.42 26.00 8 13.524 Sprinkler 306 34.77 26.00 8 18.888 c4 Sprinkler 307 26.00 26.00 5.6 21.556 Sprinkler 308 26.04 26.00 5.6 21.616 Sprinkler 309 26.17 26.00 5.6 21.832 Sprinkler 310 28.35 26.00 8 12.559 Sprinkler 311 28.89 26.00 8 13.037 Sprinkler 312 28.21 26.00 8 12.435 Sprinkler 313 27.87 26.00 8 12.135 Sprinkler 314 27.73 26.00 8 12.016 Sprinkler 315 28.05 26.00 8 12.293 Sprinkler 316 26.01 26.00 5.6 21.580 Sprinkler 317 26.05 26.00 5.6 21.640 Sprinkler 318 26.18 26.00 5.6 21.856 Sprinkler 319 28.39 26.00 8 12.591 Sprinkler 320 29.63 26.00 8 13.719 Sprinkler 321 29.32 26.00 8 13.435 Sprinkler 322 29.18 26.00 8 13.303 Sprinkler 323 27.89 26.00 8 12.153 Sprinkler 324 26.42 26.00 5.6 22.253 Sprinkler 325 26.42 26.00 5.6 22.253 Sprinkler 326 26.55 26.00 5.6 22.476 Sprinkler 327 26.55 26.00 5.6 22.476 Sprinkler 328 27.02 26.00 5.6 23.283 Sprinkler 329 27.02 26.00 5.6 23.283 Sprinkler 330 31.52 26.00 8 15.521 Sprinkler 331 31.19 26.00 8 15.198 Sprinkler 332 31.03 26.00 8 15.047 Sprinkler 333 30.25 26.00 8 14.300 c> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 8/13/2020 9:33:11AM Page 4 I I I I U I I I I I I 1 I I I I Job Number: 20-3548-02 Pnrf flrrintirn Ramnt flrdinry rrniin II( ~jjjjNode Analysis I 1 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 8/13/2020 9:33:13AM Page 5 Node Elevation(Foot)J ittings Pressure(psi) Discharge(gpm) - 1 7-0 S 88.380 1195.79 6 4-0 7(58'-61/2), LtE(18-9) 89.264 250.00 301 10-0 Spr(-16.720), fd(43-6) 16.720 32.71 302 10-0 Spr(-15.314), fd(43-6) 15.314 31.31 303 10-0 Spr(-14.643), fd(43-6) 14.643 30.61 304 10-0 Spr(-17.072), fd(28-0) 17.072 33.05 305 10-0 Spr(-13.524), fd(43-6) 13.524 29.42 306 10'-0 Spr(-18.888), fd(16'-O) 18.888 34.77 307 1691/2 Spr(-21.556) 21.556 26.00 308 16-9% Spr(-21.616) 21.616 26.04 309 16-91/2 Spr(-21.832) 21.832 26.17 310 10-0 Spr(-12.559), fd(43-6) 12.559 28.35 311 10-0 Spr(-13.037), fd(43-6) 13.037 28.89 312 10-0 Spr(-12.435), fd(43-6) 12.435 28.21 313 10-0 Spr(-12.135), fd(43-6) 12.135 27.87 314 10-0 Spr(-12.016), fd(43-6) 12.016 27.73 315 10-0 Spr(-12.293), fd(43-6) 12.293 28.05 316 16-91/2 Spr(-21.580) 21.580 26.01 317 1691/2 Spr(-21.640) 21.640 26.05 318 16-9% Spr(-21.856) 21.856 26.18 319 10'-0 Spr(-12.591), fd(43-6) 12.591 28.39 320 10'-0 Spr(-13.719), fd(43-6) 13.719 29.63 321 10-0 Spr(-13.435), fd(43'-6) 13.435 29.32 322 10-0 Spr(-13.303), fd(43-6) 13.303 29.18 323 10-0 Spr(-12.153), fd(43-6) 12.153 27.89 324 1691/2 Spr(-22.253) 22.253 26.42 325 16'-91/2 Spr(-22.253) 22.253 26.42 326 16-9% Spr(-22.476) 22.476 26.55 327 16-91/2 Spr(-22.476) 22.476 26.55 328 16-9% Spr(-23.283) 23.283 27.02 329 16-91/2 Spr(-23.283) 23.283 27.02 330 10-0 Spr(-15.521), fd(43-6) 15.521 31.52 331 10-0 Spr(-15.198), fd(43-6) 15.198 31.19 332 10-0 Spr(-15.047), fd(43-6) 15.047 31.03 333 10-0 Spr(-14.300), fd(43-6) 14.300 30.25 2 7-0 E(31-4) 88.377 3 17-0 LtE(29-6) 83.685 4 17-0 LtE(20-101/2) 80.649 5 -4'-0 LtE(16-7) 89.481 7 4-0 LtE(25-6) 88.992 8 4-0 LtE(18-9) 86.342 9 4-0 LtE(25-6) 86.044 10 0-6 84.047 11 2-1 P0(37-81/2) 81.952 12 14-8% E(8'-111/2) 58.152 24 14-81/2 P0(12-3%) 33.292 25 14-8% P0(12-31/.) 32.884 26 14-81/2 P0(10-0) 31.732 27 15-9% fT(10-51/2) 25.702 28 14-81/2 O(10-0) 30.988 29 15-91/2 77(1051/2) 25.939 30 14-81/2 P0(10-0) 30.887 31 15-91/2 E(4-31/2) 27.934 32 14-8% P0(10-0) 30.861 33 16-91/2 E(4'-3%) 28.841 34 15-9% D0(60) 25.041 35 15-9% P0(6-0) 24.191 36 15-9% 0(6'-0) 23.957 3301 15-9% PO(5'-O) 32.628 3302 15-91/2 ?0(5-0) 27.263 3303 15-9% P0(5-0) 26.230 3304 15-91/2 P0(5-0) 25.626 I I I I I I I [1 I 1 I I I I I I ~jjj I Node Analysis I Job Number: 20-3548-02 RAnrwt flr.rintfrn Rmnt Ari ti C)n1inry (riin 111.11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) - 3305 1591/2 P0(5'-O) 25.591 3306 15-9% P0(5-0) 25.481 3307 1591/2 P0(5-0) 23.258 3308 1591/2 P0(5-0) 23.321 3309 15-9% P0(5-0) 23.549 3310 16-9% P0(5-0) 24.594 3311 1591/2 P0(5'-O) 23.313 3312 15-9% P0(5-0) 22.717 3313 15-91/2 P0(5-0) 22.562 3314 15-9% P0(5-0) 22.324 3315 15-91/2 P0(5-0) 22.250 3316 15-9% P0(5-0) 23.283 3317 15-91/. P0(5-0) 23.347 3318 15-91/2 P0(5-0) 23.575 3319 15'-g% P0(5-0) 24.829 3320 15-9% P0(5-0) 24.268 3321 15-91/2 P0(5-0) 23.734 3322 15-9% PO(5'-O) 23.486 3323 15-9% P0(5-0) 23.430 3324 15-91/2 E(2-0) 23.327 3325 15-91/;t E(2-0) 23.327 3326 15-91% E(2-0) 23.555 3327 15-91/2 E(2-0) 23.555 3328 15-9% E(2'-O) 24.384 3329 15-9% E(2'-O) 24.384 3330 15-91/. P0(5-0) 27.651 3331 15-91/2 P0(5-0) 27.045 3332 15-9% P0(5-0) 26.762 3333 15'-9% P0(5-0) 26.698 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 8/13/2020 9:33:13AM Page 6 Hydraulic Analysis I Job Number: 20-3548-02 Report Descriptiort Remote Area #3 Ordinary Group 11 (3) 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 ..... SP 1.0490 26.00 9.65 120 0.211435 1-0 Pt 1.269 307 3307 16-9% 1591/z 26.00 5.6 21.556 23.258 Sprinkler, P0(5-0) 5-0 6-0 Pe Pv 0.434 BL 2.1570 26.00 2.28 120 0.006311 10-0 Pt 0.063 3307 3308 15-9% 15-9% 23.258 23.321 10-0 Pe Pv BL 2.1570 52.04 4.57 120 0.022802 10-0 Pt 0.228 3308 3309 15-9% 1591/2 26.04 23.321 23.549 Flow (q) from Route 10-0 Pe Pv BL 2.1570 78.20 6.87 120 0.048446 12-11 Pt 1.044 3309 3310 1591/2 15'-9% 26.17 23.549 24.594 Flow (q) from Route 2tE(4'-31/2) 8-7% 21-6% Pe Pv BL 2.1570 106.55 9.36 120 0.085862 2-5% Pt 1.109 3310 27 15-9% 15-9% 28.35 24.594 25.702 Flow (q) from Route 18 fT(10-5%) 10-5% 12'-11 Pe Pv RN 2.0670 247.30 23.64 120 0.501648 1,-i Pt 5.560 27 26 15-9% 14-8% 140.74 25.702 31.732 Flow (q) from Route 11 P0(10-0) 10-0 11-1 Re Pv 0.470 CM 4.2600 753.92 16.97 120 0.116540 9-10% Pt 1.153 26 25 14'-8% 14-8% 506.62 31.732 32.884 Flow (q) from Route 9-10% Pe Pv CM 4.2600 913.08 20.55 120 0.166099 2-5% Pt 0.408 25 24 14-8% 14-8% 159.16 32.884 33.292 Flow (q) from Route 23 2-5% Pe Pv CM 4.2600 945.79 21.29 120 0.177276 83-4 Pt 24.860 24 12 14-8% 14-8% 32.71 33.292 58.152 Flow (q) from Route 31 4fE(8-11%), fT(21-1) 56-10% 140-3 Pe Pv -0.000 CM 6.3570 945.79 9.56 120 0.025237 432-21/2 Pt 18.332 12 11 14-8% 2-1 58.152 81.952 fT(31-5), 3fE(12-7), 7E(17'-7), LtE(11-4), CV(40'-3), BV(12'-7), P0(37-81/2) 294-21/2 726-5 ___________ Pe Pv 5.468 FM 8.2490 945.79 5.68 120 0.007096 16-0 Pt 1.397 11 10 2-1 0-6 81.952 84.047 3LtE(15-3), T(41'-l%), P0(4 1-i %), CV(52-10) 180-101/2 196-101/2 Pe Pv 0.698 CM 10.4000 945.79 3.57 140 0.001726 4-6 Pt 0.052 10 9 0-6 -4-0 84.047 86.044 LtE(25'-6) 25-6 30-0 Pe Pv 1.945 UG 9.5100 945.79 4.27 150 0.002349 82-61/2 Pt 0.298 9 8 4-0 4-0 86.044 86.342 2EE(12'-101/2), LtE(18-9) 44-6 127-01/2 Re Pv CM 10.4000 945.79 3.57 140 0.001726 10-0 Pt 2.649 8 7 4-0 4-0 86.342 88.992 3LtE(25'-6), CV(-2.500) 76-6% 86-6% Pe Pv UG 9.5100 945.79 4.27 150 0.002349 14-2 Pt 0.273 7 6 4-0 4-0 88.992 89.264 PIV(5'-10), 2LtE(18'-9), T(58'-6% 101-101/2 116-0 Re Pv UG 7.7100 1195.79 8.22 150 0.010071 5-0 Pt 0.217 6 5 4-0 4-0 250.00 89.264 89.481 LtE(16-7) 16-7 21-7 Pe Pv UG 11.3100 1195.79 3.82 150 0.001558 138-0 Pt 0.271 5 4 4-0 17-0 89.481 80.649 EE(15'-1), LtE(20'-101/2) 35-111/2 174-0 Re Pv -9.104 UG 12.4600 1195.79 3.15 140 0.001105 12-0 Pt 3.036 4 3 17-0 17-0 80.649 83.685 3LtE(29-6), BFP(-2.925) 88-5% 100'-51/2 Pe Pv UG 11.3100 1195.79 3.82 150 0.001558 1664 Pt 0.357 3 2 17-0 7-0 83.685 88.377 2E(31-4) 62-8 229-0 Pe Pv 4.335 UG 15.9200 1195.79 1.93 150 0.000295 10-0 Pt 0.003 2 1 7-0 7'0 88.377 88.380 Water Supply 10'O Pe Pv 0.00 Hose Allowance At Source 1 1195.79 , © M.E.P.CAD, Inc. 4flAutoSPRINK 2018 04.4.5.0 8/13/2020 9:33:15AM Page 7 N Hydraulic Analysis I Job Number: 20-3548-02 Report Description: Remote Area #3 Ordinary Group 11 (3) 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 2 ..... SP 1.0490 26.01 9.66 120 0.211651 1-0 Pt 1.270 316 3316 16-9% 15-9% 26.01 5.6 21.580 23.283 Sprinkler, P0(5-0) 5-0 6-0 Pe Pv 0.434 BL 2.1570 26.01 2.28 120 0.006323 10-0 Pt 0.063 3316 3317 1591/2 15-9% 23.283 23.347 10-0 Pe Pv BL 2.1570 52.06 4.57 120 0.022825 10-0 Pt 0.228 3317 3318 15-9% 15-9% 26.05 23.347 23.575 Flow (q) from Route 10-0 Pe Pv BL 2.1570 78.25 6.87 120 0.048495 17-3 Pt 1.255 3318 3319 1591,4 15-9% 26.18 23.575 24.829 Flow (q) from Route 6 2fE(4'-3%) 8-7% 25-10% Pe Pv BL 2.1570 106.63 9.36 120 0.085981 2-5% P1 1.110 3319 29 15-9% 15-9% 28.39 24.829 25.939 Flow (q) from Route 19 fr(10'-5%) 10-5% 12-11 Pe Pv RN 2.0670 222.65 21.29 120 0.413106 1,-1 Pt 4.579 29 28 15-9% 14-8% 116.02 25.939 30.988 Flow (q) from Route 13 P0(10-0) 10,-0 11,-1 Pe Pv 0.470 CM 4.2600 506.62 11.40 120 0.055859 13-4 Pt 0.744 28 26 14-8% 14-8% 283.97 30.988 31.732 Flow (q) from Route 7 13'-4 Pe Pv Route 3 ..... SP 1.0490 26.04 9.67 120 0.211979 1-0 Pt 1.272 308 3308 16-9% 15-9% 26.04 5.6 21.616 23.321 Sprinkler, P0(5-0) 5,-a 6-0 Pe Pv 0.434 ab ••••• Route 4••••• SP 1.0490 26.05 9.67 120 0.212195 1,-0 P1 1.273 317 3317 16-9% 15-9% 26.05 5.6 21.640 23.347 Sprinkler, PO(5'O) 5-0 6-0 Pe ~Pv 0.434 ..... Route 5 • SP 1.0490 26.17 9.71 120 0.213940 1,-0 P1 1.284 309 3309 16-9% 15-9% 26.17 5.6 21.832 23.549 Sprinkler, P0(5-0) 5-0 6-0 Pe Pv 0.434 Route ..... SP 1.0490 26.18 9.72 120 0.214158 1,-a Pt 1.285 318 3318 16-9% 15-9% 26.18 5.6 21.856 23.575 Sprinkler, PO(5'O) 5-0 6-0 Pe Pv 0.434 Route 7•".• SP 1.0490 26.42 9.81 120 0.217755 1,-0 Pt 0.649 325 3325 16-9% 15-9% 26.42 5.6 22.253 23.327 Sprinkler, E(2'-a) 2-0 2-111/2 Pe Pv 0.424 BL 1.3800 26.42 5.67 120 0.057271 5-0 Pt 0.630 3325 36 15-9% 15-9% 23.327 23.957 P0(6-a) 6-0 11,-0 Pe Pv BL 2.1570 52.83 4.64 120 0.023453 10,-0 Pt 0.235 36 35 15-9% 15-9% 26.42 23.957 24.191 Flow (q) from Route 10,-0 Pe Pv BL 2.1570 105.93 9.30 120 0.084939 10,-0 Pt 0.849 35 34 15-9% 15-9% 26.55+26.55 24.191 25.041 Flow (q) from Route and 10 10,-0 Pe Pv BL 2.1570 159.98 14.05 120 0.182096 11-7 Pt 2.893 34 31 15-9% 15-9% 27.02 + 27.02 25.041 27.934 Flow (q) from Route 14 and 15 fE(4'31/2) 4-3% 15-101/2 Pe Pv RN 2.0670 159.98 15.30 120 0.224100 1,-1 P1 2.484 31 30 16-91/2 14-8% 27.934 30.887 P0(1 0-a) 10-0 11,-1 Pe Pv 0.470 CM 4.2600 283.97 6.39 120 0.019141 5-3 Pt 0.100 30 28 14-8% 14-8% 123.99 30.887 30.988 Flow (q) from Route 25 5'-3 Pe Pv ab •••" Route 8 ..... SP 1.0490 26.42 9.81 120 0.217755 1-0 P1 0.649 324 3324 16-9% 15-9% 26.42 5.6 22.253 23.327 Sprinkler, E(2'-a) 2-0 2-111/2 Pe Pv 0.424 BL 1.3800 26.42 5.67 120 0.057271 5-0 Pt 0.630 3324 36 15-9% 15-9% 23.327 23.957 P0(6-a) 6-0 11,-0 Pe Pv Route ..... .,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 8/13/2020 9:33:15AM Page 8 11 I I I I I I I I U I I I I I I I I H ~jjjjHydraulic Analysis Job Number: 20-3548-02 Report Description: Remote Area #3 Ordinary Group 11 (3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 26.55 9.86 120 0.219770 1,-0 Pt 0.655 327 3327 16-9% 15-9% 26.55 5.6 22.476 23.555 Sprinkler, E(2'-O) 2-0 2'-11/2 Pe Pv 0.424 BL 1.3800 26.55 5.69 120 0.057801 5-0 Pt 0.636 3327 35 1591/2 1591/2 23.555 24.191 PO(6'U) 6-0 11-0 Pe Pv ..... Route 10..... SP 1.0490 26.55 9.86 120 0.219770 1,-0 Pt 0.655 326 3326 16-9% 15-9% 26.55 5.6 22.476 23.555 Sprinkler, E(2'-U) 2'-0 2-11% Pe Pv 0.424 BL 1.3800 26.55 5.69 120 0.057801 5,-0 Pt 0.636 3326 35 15-9% 15'-9% 23.555 24.191 P0(6-U) 6'-0 11,-U Pe Pv so ..... Route 11 • BL 1.0490 27.73 10.29 120 0.238207 5-4 Pt 12.820 314 3314 10-0 15-9% 27.73 8 12.016 22.324 Sprinkler, PO(5'U), fd(43'-6) 48-6 53-10 Pe Pv -2.511 BL 2.1570 55.78 4.90 120 0.025929 9-2 Pt 0.238 3314 3313 15-91/2 15'-9% 28.05 22.324 22.562 Flow (q) from Route 16 9'-2 Pe Pv BL 2.1570 83.65 7.34 120 0.054871 2-10 Pt 0.155 3313 3312 15'-9% 15'-g% 27.87 22.562 22.717 Flow (q) from Route 12 2-10 Pe Pv BL 2.1570 111.86 9.82 120 0.093937 6-4 Pt 0.595 3312 3311 15-9% 15-9% 28.21 22.717 23.313 Flow (q) from Route 17 6-4 Pe Pv BL 2.1570 140.74 12.36 120 0.143679 6'-2 Pt 2.389 3311 27 15-9% 15-9% 28.89 23.313 25.702 Flow (q) from Route 20 fT(10'-51/2) 10-5% 16-7% Pe Pv -Route 12 ..... BL 1.0490 27.87 10.35 120 0.240400 38 313 3313 10-0 15'-9% 27.87 8 12.135 22.562 Sprinkler, PO(5'U), fd(43'-6) 53-10 5-4 pPe-2 48'-6 11 Route 13 • DR 1.0490 27.89 10.35 120 0.240724 4-9% Pt 13.788 323 3323 10-0 15-9% 27.89 8 12.153 23.430 Sprinkler, 2E(2-0), P0(5-U), fd(43'-6) 52-6 57-3% Pe Pv -2.511 BL 2.1570 27.89 2.45 120 0.007192 7-10 Pt 0.056 3323 3322 15-9% 15-9% 23.430 23.486 7-10 Pe Pv BL 2.1570 57.07 5.01 120 0.027047 9'-2 Pt 0.248 3322 3321 15-9% 15-9% 29.18 23.486 23.734 Flow (q) from Route 21 9-2 Pe Pv BL 2.1570 86.39 7.58 120 0.058246 9'-2 Pt 0.534 3321 3320 15-9% 15-9% 29.32 23.734 24.268 Flow (q) from Route 22 9-2 Pe Pv BL 2.1570 116.02 10.19 120 0.100508 6-2 Pt 1.671 3320 29 15-9% 15-9% 29.63 24.268 25.939 Flow (q) from Route 24 rr(10'-5%) 10-5% 16-71/2 Pe Pv Route 14 ..... SP 1.0490 27.02 10.03 120 0.227055 1,-0 Pt 0.676 329 3329 16-9% 15-9% 27.02 5.6 23.283 24.384 Sprinkler, E(2'-U) 2-0 2-111/2 Pe Pv 0.424 BL 1.3800 27.02 5.80 120 0.059717 5-0 Pt 0.657 3329 34 15-9% 15-9% 24.384 25.041 P0(6-U) 6-0 11,-0 Pe Pv ... • • Route 15 . • SP 1.0490 27.02 10.03 120 0.227055 1,-0 Pt 0.676 328 3328 16-9% 15'-9% 27.02 5.6 23.283 24.384 Sprinkler, E(2'-O) 2-0 2-11% Pe Pv 0.424 BL 1.3800 27.02 5.80 120 0.059717 5-0 Pt 0.657 3328 34 15-9% 15-9% 24.384 25.041 P0(6-U) 6-0 11'-U Pe Pv •• ... Route 16 ..... AO 1.0490 28.05 10.41 120 0.243283 01-9 Pt 12.468 315 3315 101-0 15-9% 28.05 8 12.293 22.250 Sprinkler, E(2'-U), P0(5-U), fd(43'-6) 50'-6 51'-3 Pe Pv -2.511 , © M.E.P.CAD, Inc. 1#j AutoSPRINK 2018 v14.4.5.0 8/13/2020 9:33:15AM Page 9 LI I I I LI I I 1 I I I P1 1 I I 1 I I LI I Hydrau1ic Analysis I Job Number: 20-3548-02 Report Descriptiort Remote Area #3 Ordinary Group 11 (3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 28.05 2.46 120 0.007268 10-3 Pt 0.074 3315 3314 1591/2 1591/2 22.250 22.324 10-3 Pe Pv ..... Route 17 ..... BL 1.0490 28.21 10.47 120 0.245885 3-61/2 Pt 12.794 312 3312 10-0 15-9% 28.21 8 12.435 22.717 Sprinkler, P0(5-0), fd(43'-6) 48-6 52-0% Pe -2.511 Pv Route 18..... AO 1.0490 28.35 10.52 120 0.248163 811/z Pt 14.545 310 3310 101-0 15-9% 28.35 8 12.559 24.594 Sprinkler, E(2-0), P0(5-0), fd(43'-6) 50-6 5871/2 Pe -2.511 Pv ••"• Route 19...'. AO 1.0490 28.39 10.54 120 0.248748 891/2 Pt 14.749 319 3319 10-0 15-9% 28.39 8 12.591 24.829 Sprinkler, E(2'-O), P0(5-0), fd(43-6) 50-6 59.31/2 Pe -2.511 Pv ••'• Route 2O ..... BL 1.0490 28.89 10.72 120 0.256877 1-3% Pt 12.787 311 3311 10-0 15-9% 28.89 8 13.037 23.313 Sprinkler, P0(5-0), fd(43'-6) 48-6 49-91/2 Pe -2.511 Pv Route 21 DY 1.0490 29.18 10.83 120 0.261729 0-0 Pt 12.694 322 3322 10-0 15-9% 29.18 8 13.303 23.486 Sprinkler, PO(5'-O), fd(43-6) 48-6 48-6 Pe -2.511 Pv ••••• Route 22 ..... DY 1.0490 29.32 10.89 120 0.264125 0-0 Pt 12.810 321 3321 10-0 15-9% 29.32 8 13.435 23.734 Sprinkler, P0(5-0), fd(43-6) 48'-6 48-6 Pe -2.511 Pv '•'•• Route 23••••• BL 1.0490 29.42 10.92 120 0.265739 6-41/2 Pt 14.578 305 3305 10-0 15-9% 29.42 8 13.524 25.591 Sprinkler, P0(5-0), fd(43'-6) 48-6 54-101/2 Pe -2.511 Pv BL 2.1570 64.19 5.64 120 0.033620 1-01/2 Pt 0.034 3305 3304 15-9% 15-9% 34.77 25.591 25.626 Flow (q) from Route 33 1-01/2 Pe Pv BL 2.1570 97.24 8.54 120 0.072499 8-4 Pt 0.605 3304 3303 15-9% 15-9% 33.05 25.626 26.230 Flow (q) from Route 32 8'-4 Pe Pv BL 2.1570 127.85 11.23 120 0.120290 8'-7 Pt 1.032 3303 3302 15-9% 15-9% 30.61 26.230 27.263 Flow (q) from Route 26 8'-7 Pe Pv BL 2.1570 159.16 13.97 120 0.180386 7-71/2 Pt 5.152 3302 25 15-9% 14-8% 31.31 27.263 32.884 Flow (q) from Route 29 2fE(4-31/,.), P0(12-3%) 20-11 28-6% Pe 0.470 Pv Route 24 ..... DY 1.0490 29.63 11.00 120 0.269282 0-0 Pt 13.060 320 3320 10-0 15-9% 29.63 8 13.719 24.268 Sprinkler, P0(5-0), fd(43-6) 48-6 48-6 Pe -2.511 Pv Route 25 ..... AO 1.0490 30.25 11.23 120 0.279820 2-9% Pt 14.909 333 3333 10-0 15-9% 30.25 8 14.300 26.698 Sprinkler, E(2'-O), P0(5-0), fd(43-6) 50'-6 53-3% Pe -2.511 Pv BL 2.1570 30.25 2.66 120 0.008360 7-8% Pt 0.064 3333 3332 15-9% 15-9% 26.698 26.762 7'-81/2 Pe Pv BL 2.1570 61.28 5.38 120 0.030861 9-2 Pt 0.283 3332 3331 15-9% 15-9% 31.03 26.762 27.045 Flow (q) from Route 27 9-2 Pe Pv BL 2.1570 92.47 8.12 120 0.066058 9'-2 Pt 0.606 3331 3330 15-9% 15-9% 31.19 27.045 27.651 Flow (q) from Route 28 9'-2 Pe Pv BL 2.1570 123.99 10.89 120 0.113650 6-2 Pt 1.191 3330 33 15-9% 159h/2 31.52 27.651 28.841 Flow (q) from Route 30 fE(4'-31/2) 4-3% 10-5% Pe Pv RN 2.0670 123.99 11.85 120 0.139866 1,-1 Pt 1.550 33 32 15-9% 14-8% 28.841 30.861 P0(100) 10-0 11,-1 Pe 0.470 Pv ,©M.E.P.CAD, Inc. Ajo AutoSPRlNK2018v14.4.5.0 8/13/2020 9:33:15AM Page 10 I I I I I I I I I I I I I I 1 1 I I Hydraulic Analysis I Job Number: 20-3548-02 Report Description: Remote Area #3 Ordinary Group 11 (3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.2600 123.99 2.79 120 0.004132 641,4 Pt 0.026 32 30 148h/2 1481/2 30.861 30.887 64h/2 Pe Pv .••.. Route 26..... BL 1.0490 30.61 11.36 120 0.286015 091/z Pt 14.099 303 3303 10-0 1591/2 30.61 8 14.643 26.230 Sprinkler, P0(5-0), fd(43'-6) 48-6 493% Pe -2.511 Pv go ••••• Route 27 ..... DY 1.0490 31.03 11.52 120 0.293317 0,-0 Pt 14.226 332 3332 10-0 1591/2 31.03 8 15.047 26.762 Sprinkler, P0(5-0), fd(43'-6) 48'-6 48'-6 Pe -2.511 Pv ..... Route 28 ..... DY 1.0490 31.19 11.58 120 0.296038 0-0 Pt 14.358 331 3331 10-0 1591/2 31.19 8 15.198 27.045 Sprinkler, P0(5-0), fd(43'-6) 48'-6 48-6 Pe -2.511 Pv Route 29..... DY 1.0490 31.31 11.62 120 0.298133 0,-0 Pt 14.459 302 3302 10-0 15-9% 31.31 8 15.314 27.263 Sprinkler, P0(5-0), fd(43'-6) 48'-6 48-6 Pe -2.511 Pv - ..... Route 30 • DY 1.0490 31.52 11.70 120 0.301858 0-0 Pt 14.640 330 3330 10-0 15-9% 31.52 8 15.521 27.651 Sprinkler, P0(5-0), fd(43'-6) 48-6 48-6 Pe -2.511 Pv Route 31 AO 1.0490 32.71 12.14 120 0.323369 65h/2 Pt 18.418 301 3301 10-0 15-9% 32.71 8 16.720 32.628 Sprinkler, E(2'-O), P0(5-0), fd(43'-6) 50-6 56-11'/2 Pe -2.511 Pv BL 2.1570 32.71 2.87 120 0.009661 3-6% Pt 0.195 3301 24 15-9% 14-8% 32.628 33.292 fE(4'-3%), P0(12-31/2) 16-7% 20'-2 Pe 0.470 Pv Route 32 ..... BL 1.0490 33.05 12.27 120 0.329645 0'-7 Pt 11.065 304 3304 10-0 159h/2 33.05 8 17.072 25.626 Sprinkler, P0(5-0), fd(28'-O) 33-0 33-7 Pe -2.511 Pv -Route33..... DR 1.0490 34.77 12.91 120 0.361964 4-2 Pt 9.103 306 3306 101-0 15-9% 34.77 8 18.888 25.481 Sprinkler, PO(5'-U), fd(16'-O) 21-0 26-2 Pe -2.511 Pv BL 2.1570 34.77 3.05 120 0.010814 10-3 Pt 0.111 3306 3305 15-9% 15-9% 25.481 25.591 10-3 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C120 only) / Actual Inside Diameter 487 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 iL©M.E.P.CAD. Inc. ')1AutoSPRlNK 2018 v14.4.5.0 8/13/2020 9:33:15AM Paae 11 I I I I I I I I I 1 I I I I I I I I I Job Number: 20-3548-02 t Remote Area #3 Ordinary Group 11 (3) Length Pressure --I Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221/20 Elbow Flow Device Id Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Car) 111 IHydrau1ic Analysis I Report Pipe Type Diameter Flow Velocity HWC Friction Los Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend Diameter Inch AO Arm-Over BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop DY Dynamic Velocity fps FM Feed Main Pressure psi FR Feed Riser Length Foot MS Miscellaneous Friction Loss psi/Foot OR Outrigger HWC Hazen-Williams Constant RN Riser Nipple SP Sprig Pt Total pressure at a point in a pipe ST Stand Pipe Pn Normal pressure at a point in a pipe UG Underground Pt 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 I I U I I I I I 1 k, © M.E.P.CAD, Inc. JAutoSPRlNK 2018 04.4.5.0 8/13/2020 9:33:15AM Page 12 1&©M.E.P.CAD, Inc. M AutoSPRINK2018v14.4.5.0 8/1312020 9:33:30AM Page 13 I I I I I I I I I I I I I I I I I I I REMr Ait. 4:\ Job Number: 20-3548-02 Renort Descriotion: Ordinary Groun I I ~jjjjHydraulic Overview I Job Job Number Design Engineer 20-3548-02 Cameron Ward Job Name: Millipore Phone _Sigma _(Phase _2) FAX Address 1 State CerrlflcotionlLicennnNumber 2827 Whiptail Loop C16-588039 Address 2 AHJ Carlsbad CA, 92010 City of Carlsbad Address 3 Job Site/Building System Density Area of Application 0.200gpm/ft2 2500.00fl2 (Actual 2601.90ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 26.00 at 21.556 250.00 Coverage Per Sprinkler NurnberOtSprinklers Calculated 130.00ft2 33 Sgstoe Prmeur500mnmrd S/stan FOoDarrard 104.872 1197.41 Totat Demand 1197.41 @ 104.872 Pressure Result +24.383 (18.9%) Supplies Check Point Gauges Node tiama FIow(aDm Hose Flow(pom Static(I)Si) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ciom 1 Water Supply 8000.00 130.000 105.000 C-3548 Under Mezz - No Uprights M Water Supply at Node 1 (8000.00, 0.00, 130.000, 105.000) 15 SM.Stitic 1353 reJsure 130.00L_ /12 __ CL E75- (I) en 60 System demand curve 30- 15- 0- r 'iou 5JJj..LLILLLI• J•j•jj•jJ•JJ tJJjJJjjj t_It It It It 13950 15500 M015 &200 7 750 9300 10850 12400 Water flOWr gpm 1,©M.E.P.CAD, Inc. #1 AutoSPRINK2018v14.4.5.0 8/10/2020 10:28:15AM Page 1 I I I I I I I I I I I I I I I I I §lIHydraulic Summary I Job Number: 20-3548-02 Report Description: Ordinary Group I Job Job Narnber 20-3548-02 Deoign Engineer Cameron Ward Job Name: Millipore Sigma (Phase 2) State CertilfcationlLlcenxeNumnber C16-588039 Address I 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Carlsbad CA, 92010 Job Site/Building Address 3 Drawing Name C-3548 Under Mezz - No Uprights M System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 26.00 at 21.556 Occupancy Ordinary Group II Job Suffix Hose Altowance At Scums 0.00 Density 0.200gpm/ft2 Area of Application 2500.00ft2 (Actual 2601 .90ft2) Additional Hone Supplies Node Flow(cipm) Hose At Node 6 250.00 Number Of Sprinklers Calculated 33 Coverage Per Sprinkler 130.00ft2 AutoPeak Results: Pressure For Remote Area(o)Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 1197.41 Total Water Required (including Hose Allowance) 1197.41 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.20 between nodes 52 and 51 Maximum Velocity Under Ground 8.23 between nodes 5 and 6 volume capacity ot wet Pipes 5190. 57ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 129.255 I 1197.41 104.872 24.383 Contractor Contractor Number Contact Name Contact Title Name of Contractor Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web-Site 1 (,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 8/10/2020 10:28:18AM Page 2 I I I I I I I I I I LI I I I I I I I &@ M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 8/10/2020 10:28:20AM Page 3 I NO D.—f r)"C—, 172-- 11 IHydrauIic Graph I Job Number: 20-3548-02 Water Supply at Node I 150-: 135- Static Pressure 130.000 i: 7 11197. 1 1 .872 0<00105.000 90 75 60 : curve 30- 15- o- 'ULLUU.W.UJIIIIIHII IllullIll 111111111 tllllllll 11111111 lIlt III II II 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 130.000 Residual: Pressure 105.000 @ 8000.00 Available Pressure at Time of Test 129.255 @ 1197.41 Sster Sacred 104.872 © 1197.41 StArer Orenald (lneudeg tralaftJlaearrc at Seats) 104.872 © 1197.41 I I I U I I I I I I I I 1 I I I I 1 11 jSummary Of Outfiowing Devices I Job Number: 20-3548-02 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 250.00 250.00 0 105.752 Sprinkler 401 31.96 26.00 5.6 32.565 Sprinkler 402 31.91 26.00 5.6 32.469 Sprinkler 403 31.15 26.00 5.6 30.942 Sprinkler 404 31.07 26.00 5.6 30.783 Sprinkler 405 28.96 26.00 5.6 26.737 Sprinkler 406 28.56 26.00 5.6 26.007 Sprinkler 407 28.50 26.00 5.6 25.893 Sprinkler 408 28.36 26.00 5.6 25.641 Sprinkler 409 29.16 26.00 5.6 27.122 Sprinkler 410 28.34 26.00 5.6 25.608 Sprinkler 411 29.34 26.00 5.6 27.453 Sprinkler 412 29.15 26.00 5.6 27.104 Sprinkler 413 28.38 26.00 5.6 25.681 Sprinkler 414 28.00 26.00 5.6 24.995 Sprinkler 415 28.76 26.00 5.6 26.371 Sprinkler 416 29.21 26.00 5.6 27.205 Sprinkler 417 28.10 26.00 5.6 25.182 Sprinkler 418 29.00 26.00 5.6 26.827 Sprinkler 419 29.34 26.00 5.6 27.449 Sprinkler 420 27.79 26.00 5.6 24.618 Sprinkler 421 28.68 26.00 5.6 26.228 Sprinkler 422 29.01 26.00 5.6 26.837 Sprinkler 423 27.77 26.00 5.6 24.582 Sprinkler 424 28.66 26.00 5.6 26.190 Sprinkler 425 28.99 26.00 5.6 26.798 Q Sprinkler 426 26.00 26.00 5.6 21.556 Sprinkler 427 26.47 26.00 5.6 22.336 Sprinkler 428 27.30 26.00 5.6 23.772 Sprinkler 429 29.18 26.00 5.6 27.152 Sprinkler 430 26.53 26.00 5.6 22.441 Sprinkler 431 26.69 26.00 5.6 22.713 Sprinkler 432 27.81 26.00 5.6 24.669 1 Sprinkler 433 1 29.30 26.00 5.6 27.383 1 c> Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. 3AutoSPRlNK2018v14.4.5.0 8/10/2020 10:28:22AM Page I I Li I I I I I 1 I I I I I I I I I I k, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 8110/2020 10:28:23AM Page 5 Job Number: 20-3548-02 Reoort Descriotion: Ordinary Grouo I Node I Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 7-0 S 104.872 1197.41 6 4-0 T(5861/4, LtE(18-9) 105.752 250.00 401 10'-0 Spr(-32.565) 32.565 31.96 402 10-0 Spr(-32.469) 32.469 31.91 403 10-0 Spr(-30.942) 30.942 31.15 404 10-0 Spr(-30.783) 30.783 31.07 405 10-0 Spr(-26.737), fd(21-0) 26.737 28.96 406 10-0 Spr(-26.007), fd(21-0) 26.007 28.56 407 10-0 Spr(-25.893), fd(21'-O) 25.893 28.50 408 10-0 Spr(-25.641), fd(21-0) 25.641 28.36 409 10-0 Spr(-27.122), fd(21-0) 27.122 29.16 410 10-0 Spr(-25.608), fd(21-0) 25.608 28.34 411 10-0 Spr(-27.453), fd(21'-O) 27.453 29.34 412 10-0 Spr(-27.104), fd(21-0) 27.104 29.15 413 10'-0 Spr(-25.681), fd(21-0) 25.681 28.38 414 10'-0 Spr(-24.995), fd(21-0) 24.995 28.00 415 10-0 Spr(-26.371), fd(21-0) 26.371 28.76 416 10-0 Spr(-27.205), fd(21-0) 27.205 29.21 417 10-2 Spr(-25.182), fd(21'-0) 25.182 28.10 418 10-2 Spr(-26.827), fd(21'-O) 26.827 29.00 419 10-2 Spr(-27.449), fd(21-0) 27.449 29.34 420 10-2 Spr(-24.618), fd(21-0) 24.618 27.79 421 10-2 Spr(-26.228), fd(21-0) 26.228 28.68 422 10-2 Spr(-26.837), fd(21-0) 26.837 29.01 423 10'-2 Spr(-24.582), fd(21-0) 24.582 27.77 424 10-2 Spr(-26.190), fd(21'-O) 26.190 28.66 425 10-2 Spr(-26.798), fd(21-0) 26.798 28.99 426 10-2 Spr(-21.556), fd(21-0) 21.556 26.00 427 10-2 Spr(-22.336), fd(21-0) 22.336 26.47 428 10-2 Spr(-23.772), fd(21-0) 23.772 27.30 429 10-2 Spr(-27.152), fd(21-0) 27.152 29.18 430 10-2 Spr(-22.441), fd(21-0) 22.441 26.53 431 10-2 Spr(-22.713), fd(21-0) 22.713 26.69 432 10'-2 Spr(-24.669), fd(21-0) 24.669 27.81 433 10-2 Spr(-27.383), fd(21'-O) 27.383 29.30 2 7-0 E(31-4) 104.869 3 17-0 LtE(29-6) 100.176 4 17-0 LtE(20-101/2) 97.138 5 4-0 LtE(16'-7) 105.970 7 4-0 LtE(25-6) 105.479 8 4-0 LtE(18-9) 102.829 9 4-0 LtE(25-6) 102.530 10 0-6 100.532 41 30-9% LtE(11-4) 86.459 43 11-7 fT(10-51/2) 71.095 44 11-7 P0(5-0) 38.465 45 11-7 P0(5-0) 36.247 46 11-7 P0(5-0) 35.170 47 11-7 C(12-3%) 34.974 48 11-7 P0(5-0) 34.943 49 11-7 P0(5-0) 35.057 50 11-7 P0(6-0) 35.783 51 11-7 P0(12-3%) 43.294 52 11-7 fT(10-5%) 69.040 53 11-7 fT(10'-51/.), C(12-31/,) 38.683 54 11-7 P0(5-0) 36.686 55 11-7 36.500 56 11-7 PO(6'-O) 35.331 57 11-7 fT(10-5%) 35.011 58 11-7 P0(5-0) 34.871 59 11-7 P0(6-0) 34.922 60 1 11-7 P0(5-0) 35.717 I ~jjjjNode Analysis I I I I I [7] I I I I I I I I I I I Job Number: 20-3548-02 +S• ••• II ~jjjjNode Analysis I I ,© M.E.P.CAD, Inc. 41 AutoSPRINK 2018 v14.4.5.0 8/10/2020 10:28:23AM Page 6 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 61 2981/2 P0(20-2) 83.904 62 30-9% P0(20-2) 85.179 1598 11-7 1(5-0) 32.308 1599 11-7 P0(6-0) 34.531 1600 11-7 P0(5-0) 34.533 4410 11-7 T(5-0) 32.939 4412 11-7 T(5-0) 33.211 4418 11-7 T(5-0) 33.074 4421 11-7 1(5-0) 32.334 4424 11'-7 1(5-0) 32.287 4427 11-7 1(5-0) 27.513 4428 11-7 T(5'-O) 30.427 4431 11-7 1(5-0) 28.647 4432 11-7 T(5-0) 31.638 I I I I I 11 I Li I I I I I I I I I Hydraulic Analysis N I Job Number: 20-3548-02 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =...... Route l ..... BL 1.0490 26.00 9.65 120 0.211435 8-1 Pt 6.573 426 4427 10-2 11-7 26.00 5.6 21.556 27.513 Sprinkler, E(2-0), fd(21-0) 23-0 31-1 Pe Pv -0.615 BL 1.0490 52.47 19.48 120 0.774909 3-9 Pt 2.914 4427 4428 11-7 11-7 26.47 27.513 30.427 Flow (q) from Route 3-9 Pe Pv BL 1.3800 79.77 17.11 120 0.442427 5-1 Pt 4.904 4428 56 11-7 11-7 27.30 30.427 35.331 Flow (q) from Route P0(6-0) 6-0 11,-1 Pe Pv BL 2.1570 211.41 18.56 120 0.304984 3-10 Pt 1.169 56 55 11-7 11-7 102.46+29.18 35.331 36.500 Flow (q) from Route 6 and 25 3-10 Pe Pv BL 3.2600 211.41 8.13 120 0.040809 4-7 Pt 0.186 55 54 11-7 11-7 36.500 36.686 4-7 Pe Pv BL 3.2600 321.74 12.37 120 0.088751 22-6 Pt 1.997 54 53 11-7 11-7 81.03 + 29.30 36.686 38.683 Flow (q) from Route 3 and 27 22-6 Pe Pv BL 2.1570 91.60 8.04 120 0.064907 35-11% Pt 4.611 53 51 11-7 11-7 38.683 43.294 fT(10-51/2), C(12-3%) P0(12-31/,.) 35-1 71-01/2 Pe Pv BL 2.1570 264.24 23.20 120 0.460780 45-5 Pt 25.746 51 52 11-7 11-7 172.64 43.294 69.040 Flow (q) from Route 11 ff(1051/.) 10-5% 55'-101/2 Pe PV CM 3.2600 494.38 19.00 120 0.196472 82-0% Pt 22.721 52 61 11-7 29-8 V2 230.14 69.040 83.904 Flow (q) from Route 35 21E(6-8V2), P0(20-2) 33'-7 115-7 V2 Pe Pv -7.857 CM 6.3570 494.38 5.00 120 0.007600 183'-7 Pt 1.749 61 62 29-8 V2 30-9% 83.904 85.179 T(37'-81/2), EE(8'-9%) 46-6% 230-1% Pe Pv -0.474 CM 6.3570 947.41 9.58 120 0.025317 39-3 Pt 1.280 62 41 30-9% 309h/2 453.03 85.179 86.459 Flow (q) from Route LtE(11'-4) 11-4 50-6% Pe Pv FR 8.2490 947.41 5.69 120 0.007118 33-3 Pt 0.931 41 10 30-9% 0-6 86.459 100.532 f(-0.000), BV(14'-l), 2LtE(15-3), CV(52'-l 0) 97-6 1308h/2 Pe Pv 13.143 CM 10.4000 947.41 3.58 140 0.001732 4-6 Pt 0.052 10 9 0-6 4-0 100.532 102.530 LtE(25-6) 25-6 30-0 Pe Pv 1.945 UG 9.5100 947.41 4.28 150 0.002356 82'-6% Pt 0.299 9 8 4-0 4-0 102.530 102.829 2EE(12'-101/2), LtE(18'-9) 44-6 127-01/2 Pe Pv CM 10.4000 947.41 3.58 140 0.001732 10-0 Pt 2.650 8 7 4-0 4-0 102.829 105.479 3LtE(25'-6), CV(-2.500) 7661/2 866h/2 Pe Pv UG 9.5100 947.41 4.28 150 0.002356 14-2 Pt 0.273 7 6 4-0 4-0 105.479 105.752 PIV(5-10), 2LtE(18'-g), T(58'-61/2 101-101/2 116-0 Pe Pv UG 7.7100 1197.41 8.23 150 0.010096 5-0 Pt 0.218 6 5 4-0 4-0 250.00 105.752 105.970 LtE(16'-7) 16-7 21-7 Pe Pv UG 11.3100 1197.41 3.82 150 0.001562 138-0 Pt 0.272 5 4 4-0 17-0 105.970 97.138 EE(15'-1), LtE(20'-101/.) 35-111/. 174-0 Pe -9.104 Pv UG 12.4600 1197.41 3.15 140 0.001108 12-0 Pt 3.038 4 3 17-0 17-0 97.138 100.176 3LtE(29'-6), BFP(-2.927) 88-5% 100-5% Pe Pv UG 11.3100 1197.41 3.82 150 0.001562 1664 Pt 0.358 3 2 17-0 7-0 100.176 104.869 2E(31-4) 62-8 229-0 Pe Pv 4.335 UG 15.9200 1197.41 1.93 150 0.000296 10-0 Pt 0.003 2 1 7-0 7'0 104.869 104.872 Water Supply 10-0 Pe 1 Pv © M.E.P.CAD, Inc. JAutoSPRlNK 2018 v14.4.5.0 8/10/2020 10:28:25AM Page 7 I I El I I I [I I Li I I I I I I I I I I IN Hydraulic Analysis I Job Number: 20-3548-02 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 0.00 Hose Allowance At Source 1 1197.41 ..... Route 2..... SP 1.0490 26.47 9.82 120 0.218499 0'--6-FP-f5.793 427 4427 10-2 11-7 26.47 5.6 22.336 27.513 Sprinkler, T(5'-O), fd(21'-0) 26-0 26-6 Pe -0.615 Pv ..... Route 3 ..... BL 1.0490 26.53 9.85 120 0.219448 8-1 Pt 6.822 430 4431 10-2 11-7 26.53 5.6 22.441 28.647 Sprinkler, E(2'-O), fd(21-0) 23-0 31-1 Pe -0.615 Pv BL 1.0490 53.22 19.76 120 0.795546 3-9 Pt 2.991 4431 4432 11-7 11-7 26.69 28.647 31.638 Flow (q) from Route 3-9 Pe Pv BL 1.3800 81.03 17.38 120 0.455456 5'-1 Pt 5.048 4432 54 11-7 11'-7 27.81 31.638 36.686 Flow(q)from Route 8 PO(6'-O) 6-0 11,-1 Pe Pv =...... Route 4 ..... BL 1.0490 26.69 9.91 120 0.221912 1'-6 Pt 6.549 431 4431 10-2 11-7 26.69 5.6 22.713 28.647 Sprinkler, E(2-0), T(5'-O), fd(21-0) 28-0 29'-6 Pe -0.615 Pv Route 5 ..... BL 1.0490 27.30 10.14 120 0.231464 3-5 Pt 7.271 428 4428 10-2 11'-7 27.30 5.6 23.772 30.427 Sprinkler, E(2-0), T(5-0), fd(21'-0) 28-0 31-5 Pe -0.615 Pv -Route 6 ..... BL 1.0490 27.77 10.31 120 0.238755 11-10 Pt 8.320 423 4424 10-2 11-7 27.77 5.6 24.582 32.287 Sprinkler, E(2-0), fd(21-0) 23-0 34-10 Pe -0.615 Pv BL 1.3800 56.42 12.10 120 0.233156 5-1 Pt 2.584 4424 58 11-7 11-7 28.66 32.287 34.871 Flow (q) from Route 16 P0(6-0) 6-0 11,-1 Pe Pv BL 2.1570 60.46 5.31 120 0.030099 4-8 Pt 0.140 58 57 11-7 11-7 34.871 35.011 4-8 Pe Pv BL 2.1570 102.46 9.00 120 0.079857 4-0 Pt 0.319 57 56 11'-7 11-7 42.00 35.011 35.331 Flow (q) from Route 26 4-0 Pe Pv Route 7 ..... BL 1.0490 27.79 10.31 120 0.239078 11-10 Pt 8.331 420 4421 10'-2 11-7 27.79 5.6 24.618 32.334 Sprinkler, E(2'-O), fd(21-0) 23-0 34-10 Pe -0.615 Pv BL 1.3800 56.47 12.11 120 0.233472 5-1 Pt 2.588 4421 59 11-7 11'-7 28.68 32.334 34.922 Flow (q) from Route 17 P0(6-0) 6-0 11,-1 Pe Pv BL 2.1570 110.43 9.70 120 0.091725 8'-8 Pt 0.795 59 60 11-7 11-7 24.95+29.01 34.922 35.717 Flow (q) from Route 20 and 22 8-8 Pe Pv BL 2.1570 196.87 17.29 120 0.267330 100-111/2 Pt 35.379 60 43 11-7 11-7 57.11 + 29.34 35.717 71.095 Flow (q) from Route 10 and 28 3fT(10-51/.) 31-41/,. 132-4 Pe Pv CM 3.2600 453.03 17.41 120 0.167156 100-6 Pt 22.415 43 62 11-7 30-9% 256.16 71.095 85.179 Flow (q) from Route 2fE(6-81/2), P0(20-2) 33-7 134-1 Pe -8.331 Pv ..... Route 8..... BL 1.0490 27.81 10.33 120 0.239536 3'-8 Pt 7.584 432 4432 10'-2 11-7 27.81 5.6 24.669 31.638 Sprinkler, E(2'-O), T(5'-O), fd(21'-0) 28-0 31-8 Pe -0.615 Pv Route BL 1.0490 28.00 10.39 120 0.242456 12-0 Pt 8.001 414 1598 10-0 11-7 28.00 5.6 24.995 32.308 Sprinkler, , fd(21-0) 21-0 33-0 Pe -0.688 Pv BL 1.3800 56.75 12.17 120 0.235692 3-5 Pt 2.223 1598 1599 11-7 11-7 28.76 32.308 34.531 Flow (q) from Route 18 P0(6-U) 6-0 9-5 Pe Pv BL 2.1570 43.97 3.86 120 0.016695 14-21/2 Pt 0.443 1599 47 11-7 11-7 34.531 34.974 C(12'-3%) 12-3% 26-6 Pe Pv ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 8/10/2020 10:28:25AM Page 8 IHydrauIic Analysis Job Number: 20-3548-02 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 2.1570 72.56 6.37 120 0.042176 4-8 Pt 0.197 47 46 11-7 11-7 28.59 34.974 35.170 Flow (q) from Route 14 4-8 Pe Pv BL 2.1570 130.07 11.42 120 0.124177 8'-8 Pt 1.076 46 45 11-7 11-7 28.56 + 28.96 35.170 36.247 Flow (q) from Route 15 and 19 8-8 Pe Pv BL 2.1570 192.29 16.88 120 0.255938 8-8 Pf 2.218 45 44 11-7 11-7 31.07 + 31.15 36.247 38.465 Flow (q) from Route 30 and 31 8-8 Pe Pv BL 2.1570 256.16 22.49 120 0.435057 64-6% Pt 32.630 44 43 11-7 11-7 31.91 + 31.96 38.465 71.095 Flow (q) from Route 32 and 33 fl(10-51/2) 10-5% 75-0 Pe Pv Route 10 ..... BL 1.0490 28.10 10.43 120 0.244139 11-10 Pt 8.507 417 4418 10'-2 11-7 28.10 5.6 25.182 33.074 Sprinkler, E(2'-O), fd(21'-O) 23-0 34-10 Pe -0.615 Pv BL 1.3800 57.11 12.25 120 0.238405 5-1 Pt 2.642 4418 60 11'-7 11-7 29.00 33.074 35.717 Flow (q) from Route 21 P0(6-0) 6'-0 11,-i Pe Pv • • • • Route 11 ..... BL 1.0490 28.34 10.52 120 0.247955 6-4 Pt 8.018 410 4410 101-0 11-7 28.34 5.6 25.608 32.939 Sprinkler, 1(5-0), fd(21-0) 26-0 32'-4 Pe -0.688 Pv BL 1.3800 57.50 12.33 120 0.241470 2-9% Pt 2.118 4410 49 11-7 11-7 29.16 32.939 35.057 Flow (q) from Route 24 P0(6-0) 6'-0 8-9% Pe Pv CM 2.1570 115.11 10.11 120 0.099046 7-4 Pt 0.727 49 50 11-7 11-7 28.26 + 29.34 35.057 35.783 Flow (q) from Route 12 and 29 7-4 Pe Pv CM 2.1570 172.64 15.16 120 0.209659 19-10 Pt 7.511 50 51 11-7 11-7 57.53 35.783 43.294 Flow (q) from Route 13 LtE(3'-81/2), P0(12-31/,) 16-0 35-10 Pe Pv ..... Route 12 ..... BL 1.0490 28.36 10.53 120 0.248249 10-3 Pt 9.990 408 48 10-0 11-7 28.36 5.6 25.641 34.943 Sprinkler, 2E(2'-O), P0(5-0), fd(21'-O) 30-0 40-3 Pe -0.688 Pv BL 2.1570 28.26 2.48 120 0.007371 6-8% Pt 0.113 48 49 11'-7 11-7 34.943 35.057 2fE(4-31/2) 8-7% 15-4 Pe Pv =. ..... Route 13 ..... BL 1.0490 28.38 10.53 120 0.248609 12-0% Pt 8.217 413 4412 10-0 11-7 28.38 5.6 25.681 33.211 Sprinkler, ,fd(21'-O) 21-0 33'-0% Pe -0.688 Pv BL 1.3800 57.53 12.34 120 0.241708 4-7% Pt 2.573 4412 50 11-7 11'-7 29.15 33.211 35.783 Flow (q) from Route 23 P0(6-0) 6-0 10-7% Pe Pv D......Route 14 ..... BL 1.0490 28.50 10.58 120 0.250502 8-10% Pt 9.739 407 48 10-0 11-7 28.50 5.6 25.893 34.943 Sprinkler, 2E(2'-O), P0(5-0), fd(21-0) 30-0 38-101/2 Pe -0.688 Pv BL 2.1570 28.59 2.51 120 0.007530 4-0 Pt 0.030 48 47 11-7 11'-7 28.26 34.943 34.974 Flow (q) from Route 12 4-0 Pe Pv ..... Route 15 ..... BL 1.0490 28.56 10.60 120 0.251527 9-2 Pt 9.851 406 46 10-0 11-7 28.56 5.6 26.007 35.170 Sprinkler, 2E(2'-O), P0(5-0), fd(21'-O) 30-0 39-2 Pe -0.688 Pv Ga ..... Route 16 ..... SP 1.0490 28.66 10.64 120 0.253163 0-6 Pt 6.712 424 4424 10-2 11-7 28.66 5.6 26.190 32.287 Sprinkler, T(5-0), fd(21'-0) 26-0 26'-6 Pe -0.615 Pv Route 17 ..... SP 1.0490 28.68 10.65 120 0.253504 0-6 Pt 6.721 421 4421 10'-2 11-7 28.68 5.6 26.228 32.334 Sprinkler, 1(5-0), fd(21'-O) 26-0 26-6 Pe -0.615 Pv = .....Route 18 ..... , © M.E.P.CAD, Inc. jAutoSPRINK 2018 04.4.5.0 8/10/2020 10:28:25AM Page 9 I I I I H I 11 I I I I LI I Li I I I I I Hydraulic Analysis 11 1 Job Number: 20-3548-02 Report Description: Ordinary Group 11 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DY 1.0490 28.76 10.68 120 0.254783 0-0 Pt 6.624 415 1598 10-0 11-7 28.76 5.6 26.371 32.308 Sprinkler, T(5-0), fd(21-0) 26-0 26-0 Pe -0.688 Pv ..... Route 19 ..... BL 1.0490 28.96 10.75 120 0.258049 .121 405 46 10-0 11-7 28.96 5.6 26.737 35.170 Sprinkler, E(2'-O), P0(5-0), fd(21-0) 35'-4 7- 4rP(-0.68828'-O Route 2O..... BL 1.0490 28.99 10.76 120 0.258597 5-7 Pt 8.688 425 58 10-2 11-7 28.99 5.6 26.798 34.871 Sprinkler, E(2'-O), P0(5-0), fd(21-0) 28-0 33'-7 Pe -0.615 Pv BL 2.1570 24.95 2.19 120 0.005853 8-8 Pt 0.051 58 59 11-7 11-7 60.46 34.871 34.922 Flow (q) from Route 8-8 Pe Pv ..... Route 21 • SP 1.0490 29.00 10.77 120 0.258851 0-6 Pt 6.863 418 4418 10-2 11-7 29.00 5.6 26.827 33.074 Sprinkler, T(5-0), fd(21'-0) 26-0 26-6 Pe -0.615 Pv Route 22 • BL 1.0490 29.01 10.77 120 0.258946 5-7 Pt 8.700 422 59 10-2 11-7 29.01 5.6 26.837 34.922 Sprinkler, E(2-0), P0(5-0), fd(21-0) 28-0 33-7 Pe -0.615 Pv ••••• Route 23•••. DY 1.0490 29.15 10.82 120 0.261323 0'-0 Pt 6.794 412 4412 10-0 11-7 29.15 5.6 27.104 33.211 Sprinkler, T(5'-O), fd(21'-0) 26-0 26-0 Pe -0.688 Pv Ga ••••• Route 24••••. BL 1.0490 29.16 10.83 120 0.261486 3-10% Pt 6.504 409 4410 10-0 11-7 29.16 5.6 27.122 32.939 Sprinkler, ,fd(21'-0) 21-0 24-101/2 Pv Pe -0.688 -Route 25 ..... BL 1.0490 29.18 10.83 120 0.261754 5-7 Pt 8.794 429 56 10-2 11-7 29.18 5.6 27.152 35.331 Sprinkler, E(2'-O), P0(5-U), fd(21'-O) 28-0 33-7 Pe -0.615 Pv ••••• Route 26 ..... BL 1.0490 29.21 10.84 120 0.262222 4-7 Pt 8.016 416 1600 10-0 11-7 29.21 5.6 27.205 34.533 Sprinkler, P0(5-0), fd(21-0) 26-0 30-7 Pe -0.688 Pv BL 2.1570 42.00 3.69 120 0.015337 20-9 Pt 0.479 1600 57 11-7 11-7 12.79 34.533 35.011 Flow (q) from Route 34 ff(10'-5v2) 1051/2 31-2% Pe Pv Route 27•"•• BL 1.0490 29.30 10.88 120 0.263814 7-7 Pt 9.918 433 54 10-2 11-7 29.30 5.6 27.383 36.686 Sprinkler, 2E(2-0), P0(5-U), fd(21'-0) 30-0 37-7 Pe -0.615 Pv Go ••••• Route 28 ..... BL 1.0490 29.34 10.89 120 0.264401 5-7 Pt 8.883 419 60 10-2 11-7 29.34 5.6 27.449 35.717 Sprinkler, E(2'-O), P0(5-0), fd(21'-O)77j 28-0 33-7 Pe -0.615 Pv ..... Route 29 • BL 1.0490 29.34 10.89 120 0.264434 5-41/. Pt 8.291 411 49 10-0 11-7 29.34 5.6 27.453 35.057 Sprinkler, P0(5-0), fd(21-0) 26-0 31-4% Pe -0.688 Pv Go •••• Route 3O ..... DR 1.0490 31.07 11.53 120 0.293979 9-11 Pt 6.144 404 45 10-0 11-7 31.07 5.6 30.783 36.247 Sprinkler, 3E(2-0), P0(5-0) 11-0 20-11 Pe -0.681 Pv -Route31 ..... DR 1.0490 31.15 11.56 120 0.295382 9'-3 Pt 5.985 403 45 10-0 11-7 31.15 5.6 30.942 36.247 Sprinkler, 3E(2'-O), P0(5-U) 11'-O 20'-3 Pe -0.681 Pv Route 32 ..... DR 1.0490 31.91 11.85 120 0.308839 10-7% Pt 6.677 402 44 10-0 11-7 31.91 5.6 32.469 38.465 Sprinkler, 3E(2'-O), P0(5-0) 11-0 21-7% ~Pv Pe -0.681 Route 33 ..... ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 8/10/2020 10:28:25AM Page 10 I I I I Li I I I I I ~7 C, H I I I I IN Hydraulic Analysis I Job Number: 20-3548-02 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length DR 1.0490 31.96 11.86 120 0.309685 10-3 Pt 6.580 401 10-0 31.96 5.6 32.565 Sprinkler, 11-0 Pe -0.681 44 11-7 38.465 3E(2'-0), P0(5-0) 21-3 Pv ..... Route 34°.... BL 2.1570 12.79 1.12 120 0.001700 1-0 Pt 0.002 1599 11 '-7 43.97 34.531 Flow (q) from Route 9 Pe 1600 11-7 34.533 1-0 Pv ••••• Route 35..... BL 2.1570 230.14 20.21 120 0.356866 81-4% Pt 30.357 53 11-7 91.60 38.683 Flow (q) from Route 1 3-8% Pe 52 11-7 69.040 LtE(3'-8%) 85-1 Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier • / Actual Inside Diameter 87 Value Of C 100 130 140 150 Factor Schedule 40 Steel Pipe Inside Diameter ) = Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge BalV gpm Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple SP Sprig Pt Total pressure at a point in a pipe DeIV DPV Deluge Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E Dry Pipe Valve 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 1l1/4 Elbow points Ee2 22%° Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k © M.E.P.CAD, Inc. NlAutoSPRINK 2018 04.4.5.0 8/10/2020 10:28:25AM Paae 11 I I I I I I I I I 1 I I I I I I [1 I I LM, ©M.E.P.CAD, Inc. I]AutoSPRINK 2018 v14.4.5.0 8/10/2020 10:28:35AM Page 12 Western Fire Protection Inc. Millipore Sigma 2827 Whiptail Loop Carlsbad, Ca. 92010 Phase II Western Fire Protection Job # 20-3548-02 Seismic Calculations I I I Ii I I I I I I I I I I I I I I I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millipore Sigma (Phase 2) Address: 13630 Danielson St FAXON Poway, CA 92064 2827 Whiptail Loop Phone: 858-513-4949 Carlsbad, CA 92010 License: 588039 Job #20-2548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 1470 lbs (667 kg) 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.828 Across Beam 1210 lbs (549 kg) N/A Angle of Brace 60° Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail hR Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCO Fig 828 Other Requirements - FM Approved Loads o. TOLCO Fig 980 Fastener Information Orientation to Connecting Surface NFPA Type I Fastener Type Fig.828 Across Beam a Diameter N/A Length N/A TOLCO Fig 1001 Maximum Load 1210 lbs (549 kg) Brace Identification on Plans 3" Lateral Prying Factor N/A Brace Type Lateral [X] Longitudinal [1 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0•217_ Diameter Type Length Total Length Weight Per Unit Length Total Weight 3' (80 mm) Sch. 10 30 ft (9.1 m) 30 ft (9.1 rn) 7.94 lb/ft (11.82 kg/m) 238 lbs (108 kg) 2" (50 mm) Sch. 10 79 ft (24.1 m) 79ft(24.1 m) 4.22 lb/ft (6.28 kg/m) 333 lbs (151 kg) 1" (25 mm) Sch. 40 23 ft (7 rn) 23 ft (7 rn) 2.05 lb/ft (3.05 kg/m) 47 lbs (21 kg) Subtotal Weight 618 lbs (280 kg) Wp (incl. 15%) 711 lbs (322 kg) Main Size 3 Type/Sch. Sch. 10 Spacing (ft) 30 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 1966 371 lbs (168 kg) lb (438 kg) (TOLBrace" Version 81 Use of TOLBrace is subject to terms and conditions per the end user license agreement LI I I LI I I I I I I I I I I U LI I I I TOLBraceTM Seismic Calculations Millipore Sigma (Phase 2) Job # 20-2548-02 2827 Whiptail Loop PLPW"6W.q=WWkV0 Brace Identification 3 Lateral Brace Type (Per NFPA#13) NFPA Type I Braced Pipe (ft) 3 Sch.10 Steel Pipe Spacing of Brace 30 0 (9.14 m) Orientation of Brace Lateral Bracing Material 1 Sch.40 Maximum Brace Length 7 0 (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 3 Sch.10 Steel Pipe (76.2 mm) 1 30 ft (9.1 m) 2 Sch.10 Steel Pipe (50.8 mm) 179 ft (24.1 m) 1 Sch.40 Steel Pipe (25.4 mm) 123 ft (7 m) G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 371 lbs (168 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1210 lbs (549 kg) Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Steel I-Beam Calculations prepared by Cameron Ward * The description of the Structural Member is for informational purposes only. TOLBrace'° software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace'° 8 Visit us at www.tolco.com I I I 1 I I I I I I I I I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millipore Sigma (Phase 2) Address: 13630 Danielson St Ea11N Poway, CA 92064 2827 Whiptail Loop Phone: 858-513-4949 Carlsbad, CA 92010 License: 588039 Job #20-2548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 70" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4L Clamp 890 lbs (404 kg) 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.828 Across Beam 1210 lbs (549 kg) N/A Angle of Brace 60° Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCO Fig 828 Other Requirements - FM Approved Loads TOLCO Fig 980 Fastener Information 0 Orientation to Connecting Surface NFPA Type F Fastener Type Fig.828 Across Beam Diameter N/A TOLCO Fig 4L Length N/A Maximum Load 1210 lbs (549 kg) \--- --i Brace Identification on Plans 3" Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5217 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3(80mm) Sch. 10 80ft(24.4m) 80 ft (24.4 m) 7.94 lb/ft (11.82 kg/m) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size TypelSch. 3" Sch. 10 Spacing (if) 80 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 381 lbs (173 kg) N/A ffOLBrace Version B} Use of TOLBrace is subject to terms and conditions per the end user license agreement I I I I I I I I I I I I I I i I I I I TOLBraceTM Seismic Calculations Millipore Sigma (Phase 2) Job # 20-2548-02 2827 Whiptail Loop ithg Mgm Brace Identification 3 Longitudinal Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 3 Sch.10 Steel Pipe Spacing of Brace 80 0 (24.38 m) Orientation of Brace Longitudinal Bracing Material 1 Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 180 ft (24.4 m) I I 1 I I I I I I I I I G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 381 lbs (173 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1210 lbs (549 kg) Fig. 4L Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Steel I-Beam Calculations prepared by Cameron Ward * The description of the Structural Member is for informational purposes only. TOLBrace'° software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millipore Sigma (Phase 2) Address: 13630 Danielson St Ea1' N Poway, CA 92064 2827 Whiptail Loop Phone: 858-5134949 Carlsbad, CA 92010 License: 588039 Job #20-2548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 1470 lbs (667 kg) 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.828 Across Beam 1210 lbs (549 kg) N/A Angle of Brace 60° Min. *Catculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCO Fig 828 Other Requirements - FM Approved Loads o . Fastener Information TOLCO Fig 980 Orientation to Connecting Surface NFPA Type I Fastener Type Fig.828 Across Beam 0, Diameter N/A Length N/A TOLCO Fig 1001 Maximum Load 1210 lbs (549 kg) Brace Identification on Plans 4" Lateral Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.527 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 30 ft (9.1 m) 30 ft (9.1 m) 11.78 lb/ft (17.53 kg/rn) 353 lbs (160 kg) 2" (50 mm) Sch. 10 200 ft (61 m) 200 ft (61 m) 4.22 lb/ft (6.28 kg/m) 844 lbs (383 kg) 1" (25 mm) I Sch. 40 1 58 f (17.7 m) 58 ft (17.7 m) 2.05 lb/ft (3.05 kg/m) 119 lbs (54 kg) Subtotal Weight 1316 lbs (597 kg) Wp (incl. 15%) 1513 lbs (686 kg) Main Size 4 Type/Sch. Sch. 10 Spacing (ft) 30 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 790 lbs (358 kg) 1635 lb (741 kg) flOLBrace°' Version 8 Use of TOLBrace°' is subject to terms and conditions per the end user license agreement I I I I 1 I I I I I I I I I I I I I I T01-Brace" Seismic Calculations Millipore Sigma (Phase 2) Job # 20-2548-02 F.lI"[• III 2827 Whiptail Loop Pg th,S9tWQ,Mtf Brace Identification 4 Lateral Brace Type (Per NFPA#13) NFPA Type I Braced Pipe (ft) 4 Sch.10 Steel Pipe Spacing of Brace 30' 0 (9.14 m) Orientation of Brace Lateral Bracing Material 1 Sch.40 Maximum Brace Length 7 0 (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60 Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4 Sch.10 Steel Pipe (101.6 mm) 130 ft (9.1 m) 2' Sch.10 Steel Pipe (50.8 mm) 200 ft (61 rn) 1' Sch.40 Steel Pipe (25.4 mm) 58 ft (17.7 m) G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 790 lbs (358 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1210 lbs (549 kg) Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Steel I-Beam Calculations prepared by Cameron Ward * The description of the Structural Members for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace* 8 Visit us at www.tolco.com I I 1 I I I I I I I 1 1 I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millipore Sigma (Phase 2) Address: 13630 Danielson St E Poway, CA 92064 a..T.N 2827 Whiptail Loop Phone: 858-513-4949 Carlsbad, CA 92010 License: 588039 Job # 20-2548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4L Clamp 890 lbs (404 kg) 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.828 Along Beam 1210 lbs (549 kg) N/A Angle of Brace 600 Min.*Please *Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42 (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCO Fig 828 Other Requirements - FM Aroved Loads TOLCO Fig 980 .................... Fastener Information Orientation to Connecting Surface NFPA Type F Fastener Type Fig.828 Along Beam Diameter N/A .91 TOLCO Length N/A Fig 4L V Maximum Load 1210 lbs (549 kg) (_.._ ....... Brace Identification on Plans 4' Longitudinal Prying Factor N/A Brace Type Lateral [1 Longitudinal [X] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.5217 Diameter Type Length Total Length Weight Per Unit Length 1 11.78 Total Weight 4° (100 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) lb/ft (17.53 kg/m) 942 lbs (427 kg) Subtotal Weight 942 lbs (427 kg) Wp (incl. 15%) 1083 lbs (491 kg) Main Size Type/Sch. 4 Sch. 10 Spacing (ft) 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 565 lbs (256 kg) N/A {TOLBrace°°° Version 81 Use of TOLBrace°°° is subject to terms and conditions per the end user license agreement I I Li I I I I I I H H I I I I I H 1 TOLBraceTM Seismic Calculations Millipore Sigma (Phase 2) Job # 20-2548-02 EXIIIIIIIN 2827 Whiptail Loop dtgOU&MVWta Brace Identification 4° Longitudinal Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 4° Sch.10 Steel Pipe Spacing of Brace 80 0 (24.38 m) Orientation of Brace Longitudinal Bracing Material 1° Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4' Sch.10 Steel Pipe (101.6 mm) 180 ft (24.7m) I Allowance G-Factor Used 0.5217 for Heads and Fittings 15% Conclusions I Total Adjusted Load of Pipe in Zone of Influence 565 lbs (256 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1210 lbs (549 kg) I Fig. 4L Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) I Structural Member Steel I-Beam Calculations prepared by Cameron Ward I * The description of the Structural Member is for informational purposes only. TOLBrac&° software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrac&° 8 Visit us at www.tolco.com I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millipore Sigma (Phase 2) Address: 13630 Danielson St Poway, CA 92064 2827 Whiptail Loop Phone: 858-513.4949 PJiWflUlfl5SWOtfdW518 Carlsbad, CA 92010 License: 588039 Job # 20-2548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 890 lbs (404 kg) 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.800 Across Beam *1980 lbs (898 kg) N/A Angle of Brace 60* Mm. "Calculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCO FIG. 800 SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads TO STEEL I-BEAM TOLCO FIG. 98 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information Orientation to Connecting Surface NFPA Type I STEEL PIPE 0 Fastener Type Fig.800 Across Beam Diameter N/A Length N/A TOLCO FIG. 1001 FAST CLAMP Maximum Load *1980 lbs (898 kg) *Max allowable angle is 74" Brace Identification on Plans 6' Lateral Prying Factor N/A Brace Type Lateral [X] Longitudinal [1 4-Way [] Sprinkler System Load Calculation (Fpw = CpWp) Cp 0.5217_ Diameter Type Length Total Length Weight Per Unit Length Total Weight 6" (150 mm) Sch. 10 30 ft (9.1 rn) 30 ft (9.1 rn) 23.03 lb/ft (34.27 kg/m) 691 lbs (313 kg) 2" (50 mm) Sch. 10 93 ft (28.3 rn) 93 ft (28.3 rn) 4.22 lb/ft (6.28 kg/m) 392 lbs (178 kg) 1" (25 mm) Sch. 40 20.5ft(6.2m) 20.5ft(6.2m) 2.05 lb/ft (3.05 kg/m) 42 lbs (19 kg) Subtotal Weight 1125 lbs (510 kg) Wp (incl. 15%) 1294 lbs (587 kg) Main Size 6" Type/Sch. Sch. 10 Spacing (ft) 30 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 675 lbs (306 kg) 4039 lb (1832 kg) jTOLBrace" Version B} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement I I I I I I I I I I I I I I I I I I I TOLBraceTM Seismic Calculations Millipore Sigma (Phase 2) Job # 20-2548-02 2827 Whiptail Loop El!l'rN Pewvsing 9uesdde Brace Identification 6 Lateral Brace Type (Per NFPA#13) NFPA Type I Braced Pipe (ft) 6 Sch.10 Steel Pipe Spacing of Brace 30' 0 (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.800 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 30 ft (9.1 m) 2' Sch.10 Steel Pipe (50.8 mm) 93 ft (28.3 m) 1,' Sch.40 Steel Pipe (25.4 mm) 20.5 ft (6.2 m) G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 675 lbs (306 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity *1980 lbs (898 kg) Fig. 1001 Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Steel I-Beam Calculations prepared by Cameron Ward * The description of the Structural Member is for informational purposes only. TOLBrace°' software calculates the brace assembly only, not the Structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com I I I I I I I I I I I I I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millipore Sigma (Phase 2) Address: 13630 Danielson St FALKTON Poway, CA 92064 2827 Whiptail Loop Phone: 858-513-4949 Carlsbad, CA 92010 License: 588039 Job #20-2548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4LAClamp 2010 lbs (912 kg) 2010 lbs (912 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.828Along Beam 1210 lbs (549 kg) N/A Angle of Brace 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOIM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail URValue 200 \ Max Horizontal Load 1604 lbs (728 kg) Other Requirements - FM Approved Loads BUNEITOLCORO ri1 Fastener Information Orientation to Connecting Surface NFPA Type F Fastener Type Fig.828 Along Beam Diameter N/A Length N/A Maximum Load 1210 lbs (549 kg) (l. EIPU) cs.,r PS) Brace Identification on Plans 6' Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [] Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.5217 Diameter Type Length 1 80 Total Length Weight Per Unit Length Total Weight 6" (150 mm) Sch. 10 ft (24.4 m) 80ft(24.4m) 23.03 lb/ft (34.27 kg/m) 1842 lbs (836 kg) Subtotal Weight 1842 lbs (836 kg) Wp (incl. 15%) 2118 lbs (961 kg) Main Size Type/Sch. Spacing (ft) 8" Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 1105 lbs (501 kg) I N/A (TOLBraceCO Version 81 Use of TOLBrace°' is subject to terms and conditions per the end user license agreement I I I [1 I I I I I I I 1 I I TOLBraceTM Seismic Calculations Millipore Sigma (Phase 2) Job # 20-2548-02 Ea1•N 2827 Whiptail Loop PQwm09 6wom(M Brace Identification 6" Longitudinal Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 6° Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 180 ft (24.4 m) I I I I I I I I I I I I I I I I I I I G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1105 lbs (501 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1210 lbs (549 kg) Fig. 4LA Clamp 2010 lbs (912 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Steel I-Beam Calculations prepared by Cameron Ward * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with ToLBrace'° 8 Visit us at www.tolco.com No. 222 ci 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: Millipore Sigma SR#: WFP #20-3548-02 (Assigned upon plan submittal) PROJECT ADDRESS: 2827 Whiptail Loop West CITY: Carlsbad PHONE: ( 858) 513-4949 x1305 (Western Fire Protection) FAX NUMBER: Largest Building (ft.2): 118,668 Sprinkled? Yes Construction Type: V-B 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 W south of Gazelle Ct TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 130 PSI Hydrant Number (if applicable):H61672 Elevation of test: 400 Feet Main Size: 16 INCH Pressure Zone: 700 Feet Date/Time of Test: Pitot Tube Reading: psir Corresponding Flow: GPI'v Total Flow: 8,000 GPM Residual Pressure105 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. Per request from the client, a separate fire flow run of 2,500 gpm was completed. This resulted in a residual pressure at the flow hydrant of 131 psi. Note that the City uses the bottom of the tank as the zone grade line for determining static pressures. Therefore, it is entirely likely that lower flows could result in pressures above the baseline static pressure. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606 Signature: 4t74.4:sr Title/Org: P ie Mana er Date: 05/08/2020 I Fire Flow Test I WI-PTAiL LOOP 16 a / Legend Location H61672 I \ • w_Hydrant _: : 8:000 9Pm: P:105psi : Pipe 2 Q 2,500 gpm P 131 psi Residual at 8000 gpm 95 Psi ZONE Residual at 2,500 gpm - 120 psi 550 -700 zec Gq a BO8C41Ci Project Site IT a - a 16 0 • #222 Millipore Sigma (2827 Whiptail Loop W) - Fire Flow Analysis LP Fec,c pho' WFP Fab Welding Information June, 2017 Table of Contents 1 .Quality Assurance Procedure 2.Weld Procedure Specifications (WPS) 3 .Welder Certifications 4.Welder Performance Qualifications (WPQ) 5.Procedure Qualifications Records (PQR) 6 .Employment Documents 7.Pipe Groove Process Quality Assurance Procedure Quality Assurance Procedure A. GENERAL All welding to follow procedures as set forth by WFP Fab and all work to be in compliance with the following standards. I) American Welding Society Standard #AWS 132.1, Level AR-3. National Fire Protection Association Standard NFPA #13, "Installation for Sprinkler Systems." National Fire Protection Association Standard NFPA #51 B, "Standard for Fire Prevention in use of cutting welding processes." State, local and city codes. B. PROCEDURE Prior to any welding or cutting in the welding fabrication shop, it's the responsibility of the welder to check all his/her equipment for safety and that any combustible materials within 35 feet of the operation is either removed or shielded. The general superintendent or the staff welding supervisor of the company confirms that prior to any operation, welding or cutting that there is adequate ventilation throughout the welding shop area, and that all safety precautions are in compliance. C. PLASMA I) All holes in piping required for welding of pipe o'lets, thread o'lets or sock o'lets in lieu of tees, are to be cut with a plasma machine. 2) The size of the hole is exactly the same diameter as the internal diameter (I.D.) of the approved U.L. fitting and/or F.M. No fitting shall be modified whatsoever. The coupon and/or disk is then removed by a magnet, completely removing any foreign objects from the pipe. The hole is then cleaned, removing any residue by means of a chipping hammer and/or grinding tool so as to guarantee a smooth bore and clean surface for welding. Air is then supplied to the end to remove any remaining debris. D. WELDING Fitting is then placed over the hole making sure it does not penetrate the internal diameter of the piping causing flow restriction', and then the fitting is leveled in both directions prior to tacking. One tack weld is then made, and again fitting is leveled. When level, two (2) more tack welds are made, making 3 tack welds in all and then level checked again. Final welding of the fitting is then accomplished by using .035 gauge wire coil form ing to AWS specification no. ER70S-6 from AWS AS 18. The fitting is welded all around with a fillet weld. All slag and welding residue is removed and the weld inspected to ensure there are no visible slags or residue holes, and there is a clear flow area. The staff welding superintendent inspects the welding fitting and flow area to verify that it meets the company requirements and specifications as well as codes. Stamping of the pipe with the welder's identification imprint is then accomplished only after approval by the staff's welding supervisor. If the staff welding superintendent disapproves of any impairments, abnormality or encroachment of the weld, fitting, or section of the pipe where the weld was performed, it is then destroyed by means of cutting it to guarantee the fitting or pipe cannot be used. The staff welding superintendent and the welder are responsible for destroying the rejected pipe and welded fitting. Steel plates are not to be welded to the end of pipe or fitting. Nuts, clips, eye rods, angle brackets or any other fasteners shall not be welded to the pipe or fitting. Torch cutting and welding shall not be permitted as a means of modifying or repairing sprinkler systems. Welder's identification imprint to be: 7 E. INSPECTIONS The general superintendent prior to any welded pipe leaving the welding shop ready to be taken to the field, will check fittings and welds to ensure that all company procedures and standards satisfy code requirements and are in compliance with the same. Weld Procedure Specification 41j c4 jWELDING PROCEDURE SPECIFICATION MPS) 11 you X - PRaQUAIJPIED - QUALIFIED BY TESTING XX Or PROCEDURE QUALIFICATION RECORDS (POP,) yas Coñipany Name: Western Fire PrnIatian Welding Process(s): .GMAW Bupparling PQR No(s): 001 JOINT DESIGN USED Type: T.Join! Single: XX Double Weld: Backing; Yes - No Q_ Sacking Material: N/A Real Opening: !:/i Root Fare Dlmensin: N&.. Groove Angie: - NIA Radius (J-U): N/A Back Gauging: . Yes_ No Method: NI ) BASE METALS Material Spec: A53/A36 Type or Grade: _B Thicknees: 1/4 Fillet: 2F Fixed Diameter (Pipe): 2 FILLER METALS AWS Specificalian: 5.18 AWS Clusslilealion:_FR70. SHIELDING Flux: N/A Gas: ArocniCc2 Composition: 75/25 Electrode Flux Class: NtA Flow Rate: 200FH Gas Cup Site: N/A Idenlificalion #: 001 RevisIon: 0 Dale: 1012/2007 By: N/A Authorized by: Date: Type: Manual: Semi-Automatic: Machine: XX Automatic: - POSITION Paiilon of Groove: N/A Fillet: 2F Vertical Progression: tip -Down ELECTRICAL CHARACTERISTICS Transfer Made (GMAW): Short Circuiting: Globular: Spray: XX Current AC DCEP XX ... DOEN - Pulsed_____ Other: N/A Tungsten Electrode (GTAW) Size: N/A Type: J1A TECHNIQUE Stxinger or Weave Bead; 51rtner MUIU.pass or Single Pans (per aide): Sln;le No. of Electrodes: 1 ScAOul JI4 Peening: none interpass Cleaning: brush PREHEAT Preheat Temp., Mm.: 70 iritarpess Tamp., Mm.: N/A jt RUHiiw "- POBTWELD HEAT TREPJMfffl (M 0512541 Tamp: N/A 'J1 ' FP12tflZ Time: N/A Welding Procedure Fassor Weld Ler(t) FlilarMetais Current J 'Jolts Feed Speed Wre gpeed Trav&Soeed Joint Delaila 1 - Class Type DlarrL POIeIIIV Ane or Wire II GNAW E117O-6 035 DCEP 150 +1- 10% 151'.T% 354 IPM - Testing EngisLeers San Diego A B,,rcrnt Veritai Conwa,:y, Mom: (858)715.5800 7895 Convoy Court 5uir 18 Fax: (858) 715.5810 .... n...,, (W)IIl us.burenuverirts,cosi, Welder Certifications Black Steel Welding Certification Lab IT-24865-17 Date: Joel Pulido /1 6/14/2017 .. Has satislactor y completed and passed the welding requirements Of: ANSI/AWS D1.1 The undersigned testifies thate witnessed and found the candidate to be competan ted SjWxffgcs this card. :t:::: Ce Process: OMAW-SA Inspection Method Metal: ASTM A-53 Position ness: ..250 Filler Metal Design: V-Groove Vert and Horz I IN5P1C TESTING Stainless Steel Welding Certification Lab 10584-15 Date: 6/17/2015 JOEL PULIDO :. 4u4 L, L as satisfactorily completed and passe d t h e w e l d i n g r e q u i r e m e n t s 01: ANSUAWS 01.6 The undersigned testifies the witnes s c fnd the candidate to be campe7 tailJW - CYA Weld Inspector: Davi f21 Lab Inspector: Roberto Gomez ND ding Certification Process: GMAW-SA Inspection Method Radic Metal: ASIM A240 Position 30& ness: .250 Filler Metal 316/3 Design: V-GROOVE R4 ~IN5PEC TEST/NC Welder Performance Qualifications (WPQ) ANNEX N WELDING PROCEDURE SPECIFICATION (WPS) Yes 0 PREQUALIFIED 0 QUALIFIED BY TESTING AWS D1.1/D1.1M:2010 R Di cwi 1161731 CC E?.eI1,217 0 or PROCEDURE QUALIFICATION RECORDS (PQR) Yes Identification # WFP-GMAW-SS Company Name Revision 0 Date - By Western Fire Protection Authorized by D. Brown Date 06-16-2015 Welding Process(es) GMAW-SA Type - Manual 0 Semi-Automatic Supporting POR No.(s) N/A Machine 0 Automatic 0 JOINT DESIGN USED Type: V-Groove (B-U2a-GF) Single Z Double Weld 0 Backing: Yes Z No 0 Backing Material: Stainless Steel Root Opening '4" Root Face Dim. n/a Gry Angle: 450 min Radius (J-U) - Back Gouging: Yes E] NoZ Method BASE METALS Material Spec. ASTM A240 Type or Grade 316/316L Thickness: Groove 0.250 Fillet N/A Diameter (Pipe) N/A FILLER METALS AWS Specification AWS A5.9/5.9:2006 AWS Classification ER308L SHIELDING Flux - Gas Argon/CO2 Composition 75%-25% Elect.-Flux (Class) - Flow Rate 35CFH Gas Cup Size 1/2" POSITION Position of Groove ALL Fillet ALL Vertical Progression: Up 0 Down 0 ELECTRICAL CHARACTERISTICS Transfer Mode (GMAW) Short-Circuiting 0 Globular 0 Spray Current: ACC] OCEP N DCEN 0 Pulsed 0 Other Tungsten Electrode (GTAW) Size: - Type: - TECHNIQUE Stringer or Weave Bead Stringer Multi-pass or Single Pass (per side) Multiple Number of Electrodes One Electrode Spacing Longitudinal - Lateral - Angle - Other Contact Tube to Work Distance N/A Peening None Interpass Cleaning Grind, Bur, Wire Brush PREHEAT POSTWELD HEAT TREATMENT Preheat Temp., Min 60F Temp - Interpass Temp., Min 350F Time - Other WELDING PROCEDURE Filler Metals Current Volts Pass or Amps or Weld Type & Wire Feed Travel Layer(s) Process Class Diam. Polarity Speed Speed Joint Details All Passes GMAW ER308L .035" DCEP 150-225 23-26 Manual ANNEX N AWS D1.1/D11M:2010 WELDING PROCEDURE SPECIFICATION (WPS) Yes 0 PREQUALIFIED 0 QUALIFIED BY TESTING or PROCEDURE QUALIFICATION RECORDS (PQR) Yes Identification # WFP-001 Company Revision 1 Date 5/30/17 - By Kilpela Name Western Fire Protection Authorized by D. Brown Date 10/2/2007 Welding Process(es) GMAW-SA Type - Manual 0 Semi-Automatic lJ Supporting PQR No.(s) 001 Machine Automatic 0 JOINT DESIGN USED Type: 1-Joint Single Z Double Weld 0 Backing: Yes 0 No BackingMaterial: N/A Root Opening 1/4" Root Face Dim. n/a Gry Angle: N/A Radius (J-U) Back Gouging: Yes 0 NoZ Method BASE METALS Material Spec. ASTM A53/A36 Type or Grade B Thickness: Groove 0.250 Fillet 2F Fixed Diameter (Pipe) N/A FILLER METALS AWS Specification AWS A5.18 AWS Classification ER70S-6 POSITION Position of Groove N/A Fillet 2F Vertical Progression up El Down E] ELECTRICAL CHARACTERISTICS Transfer Mode (GMAW) Short-Circuiting 0 Globular 0 Spray Current: ACE] DCEP Z DCEN 0 Pulsed 0 Other Tungsten Electrode (GTAW) Size: - Type: - TECHNIQUE Stringer or Weave Bead Stringer Multi-pass or Single Pass (per side) Multiple Number of Electrodes One Electrode Spacing Longitudinal - Lateral - Angle - SHIELDING Other Flux - Gas Argon/CO2 Composition 75%-25% Contact Tube to Work Distance N/A Elect.-Flux (Class) - Flow Rate 20CFH Peening None Gas Cup Size ½" Interpass Cleaning Grind, Bur, Wire Brush PREHEAT POSTWELD HEAT TREATMENT Preheat Temp., Min 60°F Temp - lnterpass Temp., Mm N/A Time - Other WELDING PROCEDURE I Pass or Filler Metals Current Volts Amps or Weld Type & Wire Feed Travel LLayer(s) Process Class Diam. Polarity Speed Speed Joint Details r1 1 I 1 1 1 1 I GMAW ER70S-6 .035" DCEP 180 +1-10% 19+/-7% Manual Procedure Qualificat ion. Records (PQR) - V I V.VV:-V PRO CEDUhE QUALIFICATION RECORD (PQR) MR No: PQJ-. V•• , V V Datc:04-27..04 V Quaed7b:. /J.r-O7yCi7703 '.•. V Compliance: ANS4'AWSD10.9 V V V •V V V Weld P±ocesa GAS I TALCEJD1NG V VV •V V Applicability Sff0RTARC47MDBVGI OF CARBON S1PEL V V V Joint desig i used: V V V V•• V •' •. V A • V V V VV L.1f16 :.Position: -2G(HorI=%tal) Ag V • Backing: open mot Base Metsi. AS7MA53/22O, 44795 ORA-135 Shéthik 7,20 & 40 :Pe CIeanmg The weld jourt swfizces u cleaned of grease, and other zmpurrtesfi, a in 2' V?7Z thejoint uvth dean upes' ,'-FMer Uetsl -ER 706-035' V V V V V AWSAS.16 ASflFSFA 5.16 Preheat Temp: Ambient V •interpass Temp. N/A PWH1 N/A V V V V Shielding Gas An/002 Cnposthon 84-16 Welding Conditions: DC j VCV j: V V Amp range: 1O&140 V VVvOlt range: 18 VJ speed 4560 V V Techxiiques: : V V V V V .: • V (I) catpow um dwsped in a angle iront t9ex telãed3pIaces. •. V - (2) A sfrhger bead waè uszd.. V V V V • (3) No peewing or block uIigoccurthL • V (4)Nzleshznd4l-4"to2\2 V V V TEST RESULTS: V V V • V Visual i mpction results.- AO?eptable V V Condrwted l Atheel tZ MMaon V MflO testresuits. Acceptable Coniiucted by Testing b ers-tJst.. V V 789.5 Convoy Ciire. 18;8anVDiego, CA 92111 Welded b3r Joel Ftdiclo .• • Welder 1. D. no: 17 V V 'Feet con4acted and approved ' WE cRI1Y2IAr rn sc42EiElmuN rnJsRE'CORDARE TAND 27-L4T WE TEST WELDS WERE' PREPARED, WEWED, AND 7ESThD 1NACCQDAQT1 AWSD1O.9-80 - V VV. Employment Documents June 20, 2017 Inspector of Record RE: Welding Process To Whom it May Concern: Joel Pulido has been employed with WFP as a welder since May 20, 2010 and has been performing GMAW welding processes since that time. This will serve as confirmation in lieu of AWS maintenance records. Sincerely, Dan Brown Shop Supervisor - A~z w,.,; -,v- Barbara Vasciuez ~) Office Manager Pipe Groove Process Fabrication Department Procedure Topic: Pipe Groove Process 1. Grooves created and inspected according to Victaulic recommendation and specifications. 2. Grooving prepared on Victaulic VE-260 Machine Grooving Machine. 3. Each groove produced measured for grooved depth diameter and flare diameter. Victaulic 'Grooved Pipe Go/No-Go Diameter Tape' model PT-bOA I. ANSI B36.101B36.1911S0 4200 Pipe Sizes ii. %" - 12" for Original Groove System Remove all loose dirt, scale, and paint from pipe surface. Choose appropriate side of tape. Verify outside diameter of pipe is within Victaulic specifications. Verify all groove dimensions to be in compliance with Victaulic specifications. 4. Grooves in compliance with all applicable Victaulic specifications shall proceed to welding or next staging in the fabrication process as applicable. 5. Grooves not in compliance shall be marked and set aside. a. Quality control review. Shop foreman notified. Identify problem and recommendations for resolution identified. Western Fire Protection Inc. Contract # 20-3548-02 Millipore Sigma (Phase 2) 2827 Whiptail Loop Carlsbad, CA 92010 Material Submittal im Provide Stamps For Approval In Space Below 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 Worldwide tqcae Contacts www.tyco4ire.com Series TYFRB - 28,42,56, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described in herein are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers. They are designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, and shopping malls. The TY-FRB Recessed Pendent Sprin- kler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following Recessed Escutcheons: A two-piece Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) Recessed Escutcheon with 1/2 in. (12,7 mm) of recessed adjustment or up to 3/4 in. (19,1 mm) of total adjustment from the flush pendent position. A two-piece Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) Recessed Escutcheon with 1/4 in. (6,4 mm) of - recessed adjustment or up to 1/2 in. (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond what would be obtained when exposed IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 12 to corrosive atmospheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agen- cies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, con- centration of chemicals, and gas/ chemical velocity, should be consid- ered, as a minimum, along with the cor- rosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356. Sprinkler Guards are detailed in Technical Data Sheet TFP780. NOTICE The Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having I urisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. NFPA 13 prohibits installation of 1/2 in. NPT sprinklers with K-factors greater than 5.6 in new construction. They are intended for retrofit in existing sprinkler systems only. DECEMBER 2020 Sprinkler Identification Number (SIN) TY1131 . . . Upright 2.8K, 1/2 in. NPT TY1231.. Pendent 2.8K, 1/2 in. NPT TY2131 . . . Upright 4.2K, 1/2 in. NPT TY2231.. Pendent 4.2K, 1/2 in. NPT TY3131 . . . Upright 5.6K, 1/2 in. NPT TY3231.. Pendent 5.6K, 1/2 in. NPT 1Y4131 . . . Upright 8.0K, 3/4 in. NPT TY4231.. Pendent 8.0K, 3/4 in. NPT TY4831 . . . Upright 8.0K, 1/2 in. NPT TY4931.. Pendent 8.0K, 1/2 in. NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved See Tables A, B, C and D for complete approval information including corrosion- resistant status. Maximum Working Pressure See Table E TFPI7I 2-7/8" (73,0 mm) DIA. —.-.] RECESSED PENDENT TFPI7I Page 2 of 12 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE I 7/16" (11,1 mm) NOMINAL f 2-1/4 MAKE-IN I (57,2 mm) I 2-3/16 (55,6 mm) 1-9/16" (39,7 mm) I 1 1/2 NPT** t WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing I' CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY113I) AND PENDENT (TY1231) SPRINKLERS 2.8K-FACTOR, 1/2 IN. NPT * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector, special request. PLATE SEATING SURFACE \ 7/16 'U_1 I (11,1 mm) _ /1W 2-3 NOMINAL (55,6 /16 MAKE-IN mm) I 2-3/16 1-1/2" (55,6mm) I (38,1 mm) 1/2" NPT** t WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT - PENDENT ESCUTCHEON 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* CROSS SECTION H- 2-7/8" (73,0 mm) DIA. -H RECESSED PENDENT FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 IN. NPT Discharge Coefficient K=2.8 GPM/psi" (40,3 LPM/bar") K=4.2 GPM/psi/2 (60,5 LPM/bar½) K=5.6 GPM/psi/2 (80,6 LPM/bar1h) K=8.0 GPM/psi"" (115,2 LPM/bar") Temperature Rating See Tables Aand B Finishes Sprinkler: See Table D Recessed Escutcheon: Signal or Pure White, Grey Aluminum, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ...................Copper/Bronze Bushing (K=2.8) ....................Bronze Poly-Stainless Physical Characteristics Frame ............................Bronze Button ................L316 Stainless Steel" Bulb...............................Glass Compression Screw .....L316 Stainless Steel" Deflector ...................Copper/Bronze Sealing Assembly. Gold Plated Beryllium Nickel w/TEFLON "Type L316 stainless steel (UNS 31603) per ASTM A479/479M or BS EN 1008 WN1.4404. Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency, such as UL Listing based on the requirements of NFPA 13 and FM Approval based on the requirements of the FM Global Loss Prevention Data Sheets. Use only the style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, for recessed pendent installations. * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 1/2 NPT* UPRIGHT RECESSED PENDENT CROSS SECTION 1 !2 2-7/8 (73,0 mm) DIA. TFPI7I Page 3 of 12 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE ______________________________ 7/16" 1___ 11'1 mm) MAKE-IN (55,6 mm) 2-3/16" 1 /11 1-1/2 I OMINAL 2-3/16 (38,1 mm) (55,6 mm) WRENCH STYLE 10 or 20 FLATS RECESSED PENDENT ESCUTCHEON CROSS SECTION 2-7/8' (73,0 mm) DIA. RECESSED PENDENT ALL FINISHES EXCEPT POLY-STAINLESS UPRIGHT WRENCH 1/2 ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated 1"I mm) / I I OMINAL 2-3/16 7/16 SURFACE 4 - Bulb 6 - Deflector* on Deflector. ,1AKElN (55,6 mm) _j 2-3/16' 1-1/2 I (55,6 mm) (38,1 mm) H _ STYLE 10 RECESSED PENDENT -... ESCUTCHEON POLY-STAINLESS FINISH ONLY FIGURE 3 QUICK RESPONSE SERIES TYFRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 IN. NPT Installation The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 Nm). A leak tight 3/4 in. NPT sprinkler joint should be obtained with a torque of 10 to 20 lb-ft (13,4 to 26,8 N•m). Higher levels of torque can distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to com- pensate for insufficient adjustment in the escutcheon plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions: Step 1. Install pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1 to Figure 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench, see Figure 15. With reference to Figure 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step 3. After the ceiling is installed or the finish coat is applied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Recessed Pendent Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 2-7/8' (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION TFPI7I Page 4 of 12 * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE N 1/2" _____ (12,7 mm) / T25/16" MAKE-IN NOMINAL _____7 mm) Ll~ 2-1/4 (57, 2mm) 3/4" NPT** t WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON ALL FINISHES EXCEPT POLY-STAINLESS WRENCH 3/4" ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated SURFACE 4 - Bulb 6 - Deflector* on Deflector. 1/2 (12,7 mm) NOMINAL _________ ________ MAKE-IN 2 (58,7 mm) 1 1-9/16" I (57,2 mm) (39,7 mm) j It1tI1 UPRIGHT - PENDENT STYLE 40 RECESSED ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION POLY-STAINLESS FINISH ONLY FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TV4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 IN. NPT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw / 3 - Sealing 6 - Deflector * Assembly 4 - Bulb / 2-1/4" (57,2 mm) * Temperature rating is 1-9/16" indicated on Deflector. (39,7 mm) I 5 ** Pipe thread connections i per ISO 7-1 can be * 6 provided on special request. CROSS SECTION Ll 7/16' (11,1mm) NOMINAL MAKE-IN Oc t 2-3/16" (55,6 mm) 1/2" NPT** JWRENCH FLATS UPRIGHT PENDENT FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 112 IN. NPT TFPI7I Page 5 of 12 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4 DIA. 1/4 (6,4 mm) FACE OF (57,2 mm) .7) MOUNTING SPRINKLER \ I - PLATE FITTING (3,2 mm) MOUNTING SURFACE/ CLOSURE SERIES mm TY-FRB 13/16 (20,6 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 IN. NPT - -- ______ 2-7/8 DIA. 5/8±1/4' (73,0 mm) 3/4(19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. I 1/4' (6,4 mm) SPRINKLER PLATE FITTING / FACE OF - (57,2 mm) MOUNTING 1/8" I )(3,2 mm) MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 3/4" (19,1 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 IN. NPT - 2-7/8" DIA. (73,0 mm) 1/2±1/8" 1/2(12,7mm) (12 7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I I / FACE OF [572 mm) MOUNTING SPRINKLER PLATE FITTING 1/8' / (3,2 mm) I F72. MOUNTING SURFACE 1-5/16" (33,3 mm) CLOSURE SERIES I TY-FRB 1-1/16' (27,0 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 IN. NPT 2-7/8' DIA. - 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) /FACE OF MOUNTING SPRINKLER PLATE FITTING 57,2 mm (3,2 mm) /4 /..... __ MOUNTING SURFACE SERIES 1-1/4' (31,8 mm) CLOSURE TYFRB 1" (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 IN. NPT - TFPI7I Page 6 of 12 - 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) - 2-1/4" DIA. I 1/4" (6,4 mm) I PLATE I SPRINKLER / FACE OF MOUNTING FITTING 1/8° I (3,2 mm) All MOUNTING t SURFACE SERIES 1-1/4 (31,8 mm) CLOSURE TYFRB 3/4" (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. 5/8±1/4 -. (73,0 mm) 3/4(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) / (57,2 mm) 1 7 FACE OF I MOUNTING SPRINKLER - 7•) _- PLATE FITTING )_ I I I 1/1 (3,2 mm) L J MOUNTING / SURFACE / ________ / CLOSURE SERIES 1-5/16" (33,3 mm) TYFRB 13/16' (20,6 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT WRENCH RECESS (END A' USED FOR 1/2 NPT MODELS) WRENCH RECESS (END 'B' USED FOR 3/4 NPT MODELS) FIGURE 14 W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. - 1/2±1/8" (73,0 mm) 1/2 (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I / FACE OF [E572 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" I / (3,2 mm) I P777.J MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TYFRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2 (12,7 mm) I (12,7±3,2 mm) 2-1/4 DIA. I 1/4' (6,4 mm) I / FACE OF - (57,2 mm) MOUNTING I I SPRINKLER PLATE I FITTING I 1/8' (3,2 mm) \%( MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TYFRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 7 of 12 Sprinkler Finish5 K-Factor Type Temperature Bulb I1iciuid Natural Brass Chrome Plated FPolyesterc 135°F (57°C) Orange 155°F (68°C) Red Pendent 175-F (79-C) Yellow 200°F(93°C) Green 286°F (141°C) Blue 1,2,3,4 135°F (57°C) Orange 155°F(68°C) Red 175°F (79°C) Yellow Upright (TY1131) 200°F (93°C) Green 2.8 286°F (141°C) Blue 1/2 in. NPT 135°F (57°C) Orange Recessed Pendent 155 F (68 C) Red (TY1231)a Figure 6 175°F (79°C) Yellow 200° F (93°C) Green 1,2,4 135°F (57°C) Orange Recessed Pendent 155-F (68°C) Red (TY1231)b Figure 7 175°F (79°C) Yellow 200°F(93°C) Green NOTES Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed, the sprinklers are UL and C-UL Listed as corrosion-resistant sprinklers. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 K-FACTOR SPRINKLERS TFPI7I Page 8 of 12 Sprinkler Finish3 K-Factor Type Temperature Bulb Liquid Color Natural Brass I Chrome Plated I Polyesterc 135°F (57°C) Orange 155°F (68°C) Red Pendent (TY2231) 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Upright (TY2131) 175°F (79°C) Yellow 200°F (93°C) Green 4.2 1/2 in. NPT 1,2 286°F (141°C) Blue 135°F (57°C) Orange Recessed Pendent 155°F (68°C) Red 175°F (79°C) Yellow (TY2231)a Figure 8 200°F (93°C) Green 135°F (57°C) Orange Recessed Pendent 155°F (68°C) Red (TY2231)b Figure 9 175°F (79°C) Yellow 200°F (93°C) j Green NOTES Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. C. Frame and Deflector only. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed, the sprinklers are UL and C-UL Listed as corrosion-resistant sprinklers. TABLE B - LABORATORY LISTINGS AND APPROVALS FOR 4.2 K-FACTOR SPRINKLERS TFPI7I Page 9 of 12 Sprinkler Finish8 K-Factor Type Temperature Bulb 11iciuid Plated Natural Brass Chrome polyesterc poIyStainlessc C Lead oated 135°F (57°C) Orange 155°F (68°C) Red Pendent (TY3231) 1, 2, 3, 4, 5, 6, 7 1,2 1,2,3,5 175-F (79-C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Upright (3 1, 2, 3, 5,6 1,2 1,2,3,5 175-F (79-C) Yellow 200°F(93°C) Green 5.6 Blue 286°F (141°C) NPT 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY3231)a 1,2,4,5 1,2 N/Ad 175°F(79°C) Yellow 200°F (93°C) Green Figure 10 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (Ty3231)b 1, 2, 3, 4, 5 N/A N/A — 175°F (79°C) Yellow 200°F (93°C) Green Figure 11 286°F (141°C) Blue NOTES Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Not available (N/A). Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. S. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. TABLE C - LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS TFPI7I Page 10 of 12 Sprinkler Finish8 K-Factor Type Temperature Bu lColor b Liquid Plated Natural Brass Chrome polyesterc polyStainlessc C Lead oated 135°F (57°C) Orange 155°F (68°C) Red Pendent (TY4231) or, ''•' r',o Li Yellow 200°F (93°C) Green 286°F (141°C) Blue 1,23,4,5,6,7 1,2 1,2,5 135°F (57°C) Orange 155°F (68°C) Red Up (T41931) 175-F (79-C) Yellow 200°F (93°C) Green 8.0 3/4• Blue 286°F (141°C) NPT ____ 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY4231) 1,2,5 1,2 N/Ad 175-F (79-C) Yellow 200°F (93°C) Green Figure 12 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (rY4231)1 1, 2, 3, 5 N/A N/A - 175°F (79°C) Yellow 200°F (93°C) Green Figure 13 286°F(141°C) Blue 135°F (57°C) Orange 155°F(68°C) Red Pendent (TY4931) 70° I7° I!..) rr ,flo '-,fM ) II Yellow 200°F(93°C) Green 8.0 1/21n. NPT 1,2,4,5,6 N/A 1,2,5 286°F (141-C) '_' Blue 135°F (57°C) Orange 155°F(68°C) Red Upright 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue NOTES Installed with Style 10.(1/2 in. NPT) or Style 40 (3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20(1/2 in. NPT) or Style 30 (3/4 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Not available (N/A). Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact ,Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. TABLED LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFPI7I - Page 11 of 12 Sprinkler Finish K-Factor Type Natural I Chrome I Polyester Lead Coated Brass Plated Pendent (TY1231) and 2.8 Upright (TYII3I) 1/2 in. 175 psi (12,1 bar) N/A2 NPT Recessed Pendent (TY1231) Pendent (TY2231) and 4.2 Upright (TY2131) 1/2 in. 175 psi (12,1 bar) N/A Recessed NPT Pendent (TY2231) Pendent (TY3231) and 5.6 1/2 in. Upright (1Y3131) 250 psi (17,2 bar) NPT or 175 psi (12,1 bar)' Recessed Pendent (TY3231) Pendent (TY4231) 175 psi 8.0 and Upright (TY4131) (12,1 bar) 3/4 in. 175 psi (12,1 bar) NPT Recessed N/A Pendent(TY4231) 8.0 Pendent (TY4931) 175 psi 1/2 in. and 175 psi (12,1 bar) (12,1 bar) NPT Upright (TY4831) NOTES The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. Not available (N/A). TABLE MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire pro- tection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. 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 taken to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. For more information, see Installation section. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation such as NFPA 25, in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. For more informa- tion, see Installation section. Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resis- tant material of construction. There- after, annual inspections per NFPA 25 should suffice. Inspections of corro- sion-resistant sprinklers are recom- mended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprinkler condition and the long- term integrity of the corrosion-resistant material, which can be affected by the corrosive conditions present. _[ FINISH 1 NATURAL BRASS - POLY-STAINLESS GREY 2 ALUMINUM (RAL9007)1 POLYESTER 3 PURE WHITE - POLYESTER (RAL9010)2 SIGNAL WHITE - POLYESTER (RAL9003) JET BLACK - POLYESTER (RAL9005)3 7 LEAD COATED 9 I CHROME PLATED TFPI7I Page 12 of 12 PIN 57— XXX— X— MX I I SIN SPRINKLER 330 2.8K UPRIGHT (1/2 in. NPT) TY1131 331 2.8K PENDENT (1/2 in. NPT) TY1231 340 4.2K UPRIGHT (1/2 in. NPT) TY2131 341 4.21K PENDENT (1/2 in. NPT) TY2231 370 5.61K UPRIGHT (1/2 in. NPT) 1Y3131 371 5.6K PENDENT (1/2 in. NPT) TY3231 390 8.0K UPRIGHT (3/4 in. NPT) TY4131 391 8.0K PENDENT (3/4 in. NPT) TY4231 360 8.0K UPRIGHT (1/2 in. NPT) 1Y4831 361 8.0K PENDENT (1/2 in. NPT) TY4931 TEMPERATURE RATINGS 135 135°F(57°C) 155 I 155-F (68-C) 175 I 175°F(79°C) 200 I 200°F (93°C) 286 I 286°F(141°C) NOTES Available only on TY3131, TY3231, TY4131, and TY4231 Eastern Hemisphere sales only. Available in only 2.8K, 4.2K. and 8.01K, 155°F (68°C) and 200°F (93°C); requires longer lead time to manufacture. TABLE F SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N (specify from Table F) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 OV11 *2025Johnson Controls.All rIghts reserved.All 5500ificatIons and other information showe were currant as ofdocument revision date end are sublectto change without notice. Johnson NATiONAL FIRS PROTECTION ASSOCIATION and NFPA arc rcglslsrsd iroderrorit, ci Notional Fire Protection Association;Controls TEFLON vu registered trademark of DuPont I I , Western Fire Protection Inc. I] Millipore Sigma (Phase 2) 2827 Whiptail Loop West Carlsbad, CA 92010 Automatic Wet Fire Sprinkler System 1 20-3548-02 1 Product Submittal 1 1 1 1 1 8-14-2020 1 1 I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 1 Ii 1 I I I I I I I I I I I I 1 I I I I I I SECTION DESCRIPTION CONTENTS 1. SPRINKLERS RELIABLE G5-80F SR 8K CONCEALED PENDENT wl GASKET RA3417 GLOBE GL-QRJINCH QR CONCEALED PENDENT GLS 606 GLOBE GL-QR SEMI-RECESSED PENDENT GL5601 GLOBE GL-QR UPRIGHT GL5615 GLOBE GL SERIES DRY PENDENT GL5635 TYCO MODEL ESFR-25 ESFR PENDENT- 25.2K - TY9226 VICTAULIC VICFLEX SERIES AH2-CC BRAIDED FLEXIBLE HOSE 2. PIPE & FITTINGS BULL MOOSE SCH 10 & SCH 40 BLACK STEEL PIPE WHEATLAND SCH 10 & SCH 40 BLACK STEEL PIPE TEX-TUBE SCH 10 & SCH 40 BLACK STEEL PIPE VICTAULIC FIRELOCK FITTINGS VICTAULIC FIRELOCK RIGID COUPLING #009N VICTAULIC FIRELOCK RIGID COUPLING #005H VICTAULIC FIRELOCK FLEXIBLE COUPLING #75 VICTAULIC STYLE 750 REDUCING COUPLING VICTAULIC STYLE 920 MECHANICAL-T BOLTED BRANCH OUTLET VICTAULIC STYLE 922 MECHANICAL-T BOLTED BRANCH OUTLET MERIT WELDED OUTLET FITTINGS SMITH COOPER CAST IRON THREADED FITTINGS VICTAULIC FIRELOCK IGS FOR 1" PIPE 3. VALVES WATTS SERIES 774 DCDA BACKFLOW ASSEMBLY VICTAULIC FIRELOCK SERIES 705 BUTTERFLY VALVE VICTAULIC FIRELOCK SERIES 717 CHECK VALVE AGF MODEL 101 IA TEST AND DRAIN POTTER PAV AUTOMATIC AIR VENT 4. HANGERS & EQB TOLCO FIG 200 ADJUSTABLE BAND HANGER TOLCO FIG 25 SURGE RESTRAINER TOLCO FIG 75 SWIVEL ATTACHMENT TOLCO FIG 100 ALL THREAD ROD TOLCO FIG 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG 4A SWAY BRACE ATTACHMENT TOLCO FIG 4L & 4LA IN-LINE SWAY BRACE ATTACHMENT TOLCO FIG 1000 & 1001 SWAY BRACE ATTACHMENT TOLCO FIG 828 UNIVERSAL SWAY BRACE ATTACHMENT ERICO CADDY BRANCH LINE RESTRAINT TOLCO FIG 65XT REVERSIBLE STELL C-TYPE BEAM CLAMP TOLCO B3034 C-CLAMP TOLCO FIG 69 BEAM CLAMP RETAINING STRAP TOLCO FIG 51 SIDE BEAM BRACKET 0. TOLCO FIG 58 THREADED SIDE BEAM BRACKET P. POWERS SNAKE+ THREADED SCREW ANCHOR SECTION DESCRIPTION POWERS POWER-STUD +SD2 WEDGE EXPANSION ANCHOR POWERS DeWALT MINI-UNDERCUT+ UNDERCUT ANCHOR BLUE BANGER SDI- STEEL DECK INSERT 5. MISCELLANEOUS A. POTTER ELECTRIC VSR VANE TYPE WATERFLOW ARGCO FIRE SPRINKLER SPARE HEADBOX ARGCO FIRE SPRINKLER IDENTIFICATION SIGNS MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY* I,a bli Bulletin 034 January 2020 Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features Standard Coverage, Concealed Pendent (K2.8, 4,2, 5.6, & 8.0 [40, 60, 80, & 115 metric]) Flat concealed cover plate available in a variety of finishes. Available with Stainless Steel Clad cover plate (see Table 3/4-inch (19 mm) cover plate adjustment. Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. The sprinklers are offered with a standard Model G4/ G5 cover plate, a Model G4/G5 cover plate with a Quick- response (OR) gasket, or a Model G4/G5 cover plate with a Standard-response (SR) gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in dust free environments such as clean rooms. Model G5 sprinklers must only be used with the Model G4/G5 cover plate listed or approved with the sprinkler. All Model G5 series sprinklers use a fusible-link operating element. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval in-formation for each sprinkler and cover plate combination. C Model G4/G5 Cover Plate Model G4/G5 OR Gasket Cover Plate Model G4/G5 SR Gasket Cover Plate Model G4/G5 Series Sprinkler Cover Plates Sprinkler K-Factor Cover Plate Listings Max. Working Sprinkler Model gpm/p5i112 Model and Sensitivity Pressure Identification (L/min/bar1 ) Approvals psi (bar) Number (SIN) cULus OR 2.8 G4/G5 FM SR G5-28 (40) 175(12) RA3411 G4/G5 OR Gasket cULus OR G4/G5 SR Gasket cULus, FM SR G5-42 4.2 G5 cULus OR 175 (12) RA3413 G4/G5 OR Gasket (60) G4/G5 SR Gasket cULus SR cULus OR 250 (17) G5 FM, LPCB, VdS, CE SR 175 (12) - G5 56 5.6 RA3415 G4/G5 OR Gasket cULus OR 250 (17) (80) cULus SR 250 (17) G4/G5 SR Gasket FM SR 175 (12) 5.6 G5 cULus OR G4/G5 OR Gasket G5-56 300 (80) 300(21) RA4014 G4/G5 SR Gasket cULus SR 8.0 G5 cULus OR G4/G5 OR Gasket G5-80 (115) 175 (12) RA3412 G4/G5 SR Gasket cULus SR G5-80F 8.0 (115) G5 FM SR 175 (12) RA3417 G4/G5 SR Gasket www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1!2 Nominal K-Factor: 2.8 (40 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-28 Sorioler Sensitivity Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table B) Cover Plates Model G4/G5 Model G4/G5 OR Gasket (cULus only) Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) FM Approved / Ceiling -.. 3/4(19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate I lI:ciII zrzi I I —3/16'(5mm) Ceiling I I I I I I I Page 2 of 9 www.reliablesprinkler.com 2-5/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. / UK: Wick-response SR: Standard-response Bulletin 034 January 2020 Model G5-28 Sprinkler Components and Dimensions Model Listing or Approval Agency cULus FM G4/G5 /7ate OR SR G4/G5 OR Gasket OR G4/G5 SR Gasket SR SR Ceiling -... 3/4(19 mm) Max. Cover Plate Adjustment r 3I11 6' (5 mm) Model G4/G5 Cover Plate 3-5/16(84 mm) Dia. Ceiling I Model ( Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R1!2 Nominal K-Factor: 4.2 (60 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table C) Cover Plates Model G4/G5 Model G4/G5 QR Gasket Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) Is Model G5-42 Sprinkler Components and Dimensions 2-5/16' (58 mm) Dia. - Threads— Body- 1 Cup— Tower - Fusible Link - I Deflector (retracted) - Pin (extended) - Deflector (extended) - I Model G5-42 Sensip I I QR: Quick-response SR: Standard-response I I I I Bulletin 034 January 2020 Page 3 of 9 www.reliablesprinkler.com CoverIe Model Listing or Approval Agency cULus G4/G5 OR 5 OR G asket G4/G5 SR G / asket OR SR / OR: Quick-response SR: Standard-response Listing or Approval Agency cULus FM LPCB, VdS, CE 7(P Model G4/G5 /late OR SR SR G4/G5 OR Gasket OR -- -- G4/G5 SR Gasket SR SR -- Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R1!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 175 psi (12 bar) 250 psi (17 bar) (cULus only) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: BrassAIloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) (cULus, FM, LPCB, CE only) Sensitivity (See Table D) Cover Plates Model G4/G5 Model G4/G5 OR Gasket (cULus only) Model G4/G5 SR Gasket (cULus and FM only) Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard on FM Approved LPCB Approved VdS Approved [165°F (74°C) onl CE Listed Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) / Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 2 3-5/16' (84 mm) Dia. Ceiling Model G5-56 Bulletin 034 Reliable Page 4 of 9 January 2020 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 Ri!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table E) Cover Plates Model G4/G5 Model G4/G5 QR Gasket Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary I I 1 I I I I Model G5-56 300 Sprinkler Components and Dimensions ly) Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 2-5/16° (58 mm) Dia. 3/4(l9 mm) Max. Cover Plate Adjustment 1-3!16'(5 mm) I I I I I I I I I Model G4/G5 Cover Plate 3-5/16° (84 mm) Dia. Ceiling Model 015-56 300 Listing or Approval Agency cULus ate Model G4/G5 /7 QR G4/G5 QR Gasket OR G4/G5 SR Gasket SR OR: Quick-response SR: Standard-response I Bulletin 034 Page 5 of 9 January 2020 Reliable www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table F) Cover Plates Model G4/G5 Model G4/G5 OR Gasket Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4' (19 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16" (84 mm) Dia. 3/16(5mm) Ceiling Model G5-80 Sensitivity Cover Plate Model Listing or Approval Agency cLJLus G4/G5 OR G4/G5 OR Gasket OR G4/G5 SR Gasket -- - SR un: uulcK-resporlse SR: Standard-response Bulletin 034 ReliablE Page 6 of 9 January 2020 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Stainless Steel Cup: Steel Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity Standard Response Cover Plates Model G4/G5 Model G4/G5 SR Gasket *— Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved Ceiling 3/4'(l9 mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate I I I I I I I I I I LI 3/16 (5 mm) 3-5/16' (84 mm) Dia. Ceiling Model G5-80F Sprinkler Components and Dimensions 2-5/16" h I I I I I Model G5-80F Sensitivity Cover Plate Model Listing or Approval Agency FM G4/G5 SR G4/G5SR Gasket SR K: tanaara-response I I I Bulletin 034 Page 7 of 9 January 2020 Reliabld www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Mm. to Max. Mm. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter Adjustment to Deflector Temperature Model Inch in Ceiling Inch Ceiling(') Distance Rating (mm) Inch (mm) Inch below Ceiling OF (mm) (mm) Inch (°C) (mm) G4/G5 3-5/16 1 (84) 1350F3 (57-C) I G4/G5 OR 3.11/16 Gasket(') (94) 2-5/8 (67) 3/4 (19) 1-1/2 to 2-1/4 (38t057) 1/4 to 1 (6t025) or G4/G5 SR 4 165°F4 Gasket(2) (101 mm) (74°C) Notes: Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2' brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. Model G4/G5 OR Gasket and Model G4/G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G4/G5 OR Gasket and Model G4/G5_SR Gasket cover plates and gaskets are not interchangeable. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Cover Plate Finishest1t Standard Finishes Special Application Finishes White Paint Off-White Paint Chrome Black Paint Custom Color Paint - Specify(2) Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(3) Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick-re- sponse (OR) or Standard-response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G4/G5 flat cover plates Model G4/G5 OR Gasket and G4/G5 SR Gasket cover plates are available to limit air and dust movement through the ceil- ing. Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Gaskets for Model G5 OR Gasket and Model G4/G5 SR Gasket cover plates are only available in white. Custom color paint is semi-gloss unless specified otherwise Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Cover plates are not listed or approved as corrosion resistant. Bulletin 034 January 2020 Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or ap- proved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) EC-Certificate of Conformity 0832-CPD-2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Installation Model 05 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Data Sheets, and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model 05 series sprinklers are shipped with a wrench-able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model G5 series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Page 8 of 9 www.reliablesprinkler.com I I I I I I I I I I I I I I I I I I I Model FC For use with Model G5 Series sprinklers without wrench-able cap installed Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table J. Installation Torque Recommended Installation Sprinkler Threads I Torque (mm. - max.) ft.lb I N.m ½" NPTor lS071R1/2 8-18 1 11-24 3/4" NPTor 1S07-1R3/4 14-20 1 19-27 Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand, pushing and then turning the cover in the clockwise direction until it is tight against the ceiling. For Model 04/G5 OR Gasket and Model G4/G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model 05 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Bulletin 034 January 2020 Model W3 For use with Model 05 Series sprinklers with wrench-able cap installed Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G5 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick re- placement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model 05 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler Model [G5-28] [G5-42} [G5-56] [05-56 300] [G5-80] [G5-80F] Temperature Rating [165°F (740C)] [212°F (1000C)] Threads [NPT or ISO 7-1] Cover Plate Model [G4/G5, 04/G5 OR Gasket, G4/G5 SR Gasket] Finish (See Table I) Sprinkler Wrench Model W3 Model FC C\J 0 0) 0) 0) 0) 0) z Page 9 of 9 www.reliablesprinkler.com 2-3/4" DIAMETER COVER PLATE GL 4077 Airpark Dr. Standish, MI 48658 - 989-846-4583 - www.globesprinkler.com 6)13E SPRINKLER SERIES GL-QR/INCH STANDARD Co VERA GE, QUICK RESPONSE* THE INCH® FLAT PLATE CONCEALED PENDENT I GENERAL DESCRIPTION K-FACTOR 5.6 I 1-1 I The Globe Series GL-QRIINCH sprinklers are Listed Quick Response concealed sprinklers which utilize a 3mm fran- gible glass bulb as the thermosensitive operating element. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13). While providing the optimal aesthetic appeal with the low profile flat cover plate, the GL-QR/INCH additionally provides the largest vertical adjustment in the industry of a nominal V. This nominal 1" adjustment allows for previously unrecognized installation flexibility resulting in a clean and tight final "fit" to the ceiling. The sprinkler is available in four temperatures and the cover plate is available in two temperatures. Additionally, the cov- er plate is available in three diameters. The GL-QRJlNCH sprinklers are shipped with a protective cap which is tern- porararily removed during initial installation and replaced to protect against ceiling installation damage. The protective cap is removed and the flat cover plate is installed when the system is ready for service, See "Installation" steps within this document. OPERATION The soldered cover plate drops off the retainer assembly when exposed to heat, as from a fire, that has reached the plate's Listed temperature rating exposing the sprinkler above. Upon the releasing of the cover plate, the deflector, which is connected to two guide pins, drops down below the ceiling into its intended position. As heat encompasses the glass bulb operating element of the sprinkler, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid expansion causes breakage of the glass bulb, resulting in release of the water seat assembly, and discharge of water from the sprinkler. FINISHES AND ACCESSORIES Flat Plate Finishes I . Chrome • White Painted • Black Painted Other finishes - special order NOTE: Factory painted cover plates must not be repainted. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Wrench I . P/N 332765 SEP 2019 P 3-5/16" DIAMETER COVER PLATE 4-112" DIAMETER COVER PLATE SEISMIC lBC/ASCE/SEI CODES TECHNICAL DATA SIN GL5606 Approvals cULus Listed *FM approved for Standard Response only Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Ratings 135°F (57°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 155°F (68°C) Cover Plate+- 175°F (79°C) Sprinkler, 155°F (68°C) Cover Plate 200°F (93°C) Sprinkler, 155°F (68°C) Cover Plate Materials of Construction Frame - bronze• Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy• Seal - teflon Drop Pin -stainless steel Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to ensure that the most recent technical literature is being utilized. PAGE 1 OF 4 I I I LI I [1 I I I I I GFS-105 INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads. Step 1. Sprinklers must be properly oriented. Step 2. Remove the Protective Cap. Step 3. With pipe-thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Note: Do not grasp the sprin- kler by the deflector. Step 4. Wrench-tighten the sprinkler only using the concealed wrench P/N 332765. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex. Note: Do not apply wrench to frame arms. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Sup- port Cup. The Protective Cap helps prevent damage to the Deflector and Drop Pins during ceiling installation and/or during application of the finish coating of the ceiling. NOTICE: The system is considered Out of Service when the protective caps are in place. Step 6. After the ceiling has been completed, remove and discard the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged or the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. Thread on the Concealed Plate Assembly. NOTE: As a convenience, either the Hand Held Installation Tool (P/N 332875) or the Extension Installation Tool (P/N 332876) may be used during the above installation proce- dure. Refer to GFS-860 for information on The INCH® installation tools. CARE AND MAINTENANCE Prior to installation, it is important to read and follow "The INCH® Sprinkler Caution" sheet (GFS-855) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Always obtain permission from the proper authorities to shut down the affected fire protection system and notify all personnel who may be affected by this action before closing a fire protection system main control valve for maintenance work on the system that it controls. Sprinklers should only be cleaned by means of gently dusting with a feather dust- er; otherwise, non-operation in the event of a fire or inadver- tent operation may result. When properly installed, there is a nominal 1/8" (3mm) air gap between the Cover Plate and the ceiling (FIGURE 1). This air gap is necessary for proper operation of the sprin- kler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. This annular "gap" must be maintained and should never be sealed or caulked. Factory painted Cover Plates must not be repainted. I In accordance with NFPA 25, Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Care must be exercised to avoid damage to the sprinklers— before, during, and after installation. Sprinklers damaged by dropping, striking, wrench slippage, or similar incidents, must be replaced. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e.g. NFPA 25), in addition to the standards of any other authorities having jurisdiction. I 1-1 I I I 1 SEP 2019 GFS-105 PAGE 2 OF 4 I I I I I I I I I I 1 I I I I - 2114" DIA. MIN. - 2 I14 DLA. MIN. HOLE IN CEILING HOLE IN CEILING -1718"DLA. - -1718' DIA. 1'x 112" -_. - 1"x1/2" -.... - I I REDUCER • / REDUCER / \ / CUP CUP- 2 3/4" MAX. 2 3/4" MAX. 17/8" MIN. 17/8" MIN. DROP PI -DEFLECTOR -DEFLECTOR SUPPORT SUPPORT - DROP PIN N I SHELL SHELL CEILING I t CEILING 23/4" D IA. 1/8" 3 5/16" DIA.11/8. FLAT COVER PLATE -FLAT COVER PLATE FIGURE 1: GL-QR/INCH INSTALLATION DIMENSIONS -37/8' - 4" CIA. MIN HOLE IN CEILING I 1"xl/2"- REDUCER -'s— 17/8" DIA. - CUP-.-.__. SUPPORT SHELL DEFLECTOR -\ 2 3/4' MAX. DROP PIN 17/8" MIN. CEIL ING 4 1/2" CIA. CEILING FIGURE 2: GL-QRIINCH SEISMIC ESCUTCHEON INSTALLATION DIMENSIONS Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, 0, & E I 1 I SEP2019 GFS-1 05 PAGE 3 OF 4 ------------ -j I I \ / I I -DEFLECTOR DROP PIN CELI4G 11/4" MAX. 1/4"MIN. FIGURE 3: GL-QRJINCH ACTIVATED POSITION FIGURE 4: HAND HELD INSTALLATION TOOL P/N 332875 FIGURE 5: INSTALLATION TOOL USED WITH EXTENSION P/N 332876 FIGURE 6: PROTECTIVE CAP P/N 332870 TABLEA: COVER PLATE PART NUMBERS FLAT COVER WHITE WHITE CHROME CHROME BLACK BLACK CUSTOM CUSTOM PLATE SIZES 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 2 3/4" DIA. 332726 332731 332724 332729 332726-B 332731-B 332727 332732 3 5/16" DIA. 332706 332711 332704 332709 332706-B 332711-B 332707 332712 332822 332828 332821 332827 332822-B 332828-B 332823 332829 ORDERING INFORMATION SPECIFY SPRINKLER Quantity ° SIN Temperature Rating Finish Part Number GL5606 SPRINKLERS PART NUMBER 135°F (57°C) ....................560613501 155°F (68°C) ....................560615501 175°F (79°C) ....................560617501 200°F (93°C) ....................560620001 COVER PLATES SEE TABLE A WRENCH Quantity• Part Number 332765 INSTALLATION TOOL Quantity. Part Number Handheld ......................332875 Used with Extension ................332876 PROTECTIVE CAP Quantity• Part Number 332870 - GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). FIGURE 7: CONCEALED WRENCH P/N 332765 4077 Airpark Dr. Standish, MI 48658 989-846-4583 www.gIobesprinkler.com Technical Support . 989-414-2600. techservicegIobesprinkIer.com 6— SEP 2019 GFS-105 PAGE 4 OF 4 RECESSED PENDENT PENDENT 1 RECESSED PENDENT SEISMIC IBC/ASCE/SEI CODES 4077 Airpark Dr. Standish, Ml 48658 989-846-4583 www.globesprinkler.com _qbE3 Technical Support. 989-414-2600 •techservice@globesprinkler.com SERIES GL-QR STANDARD COVERAGE, QUICK RESPONSE UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLERS K-FACTOR: 2.8, 4.2, 5.6, 8.0 Fa mi recessed pendent GENERAL DESCRIPTION all other ceiling areas Globe Series GL-QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K-factors, temperatures and UPRIGHT finishes as shown. Recessed escutcheons with either 1/2" or %" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkler/escutcheon combinations and upright at Listings). Some pendent models are additionally available areas with a special 'Seismic" escutcheon to meet the IBC-ASCE/ exposed to SEl 7 requirements for use in seismic design categories C, structure D & E. I I I I I I I I I OPERATION Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN Upright: GL2815, GL4215, GL5615, GL8115, GL8118 Pendent, Recessed Pendent: GL2801, GL4201, GL5601, GL8I0I, GL8106 Approvals cULus•FM•LPCB•CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy. Seal - teflon Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel SEP 2019 FINISHES AND ACCESSORIES Finishes Factory Bronze • Chrome • White Polyester Black Polyester - special order Escutcheons Brass • Chrome • White Polyester. Black Polyester Wrenches Standard• Recess • 1/2" NPT• 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. PAGE 1 OF 6 I 1 n I I I Li I I I GFS-1 00 INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft.-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. II FIGURE 1: STANDARD SPRINKLER WRENCH V NPT P/N 325390 %" NPT PIN 312366 FIGURE 2: RECESSED SPRINKLER WRENCH V NPT PIN 325391 V NPT PIN 325401 CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). SEP 2019 GFS-100 PAGE 2 OF 6 TABLE A: UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 1 I GL5615" I GL8115* GL8118(1 ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F(79°C) NA 175-F (79-C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147C105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. I I I I I I I I SEP 2019 DEFLECTOR FRAME BULB 2-1/4' COMPRESSION SCREW1 BULB SEAT (57.1 mm) H FL AT LAT NPT 7116 (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 DEFLECTOR FRAME COMPRESSION SCRE 2-7/16' BULB (62 mm) BULB SEAT WRENCH FLAT LOBE 314° NPT 1/2° (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GL8118 GFS-1 00 I I I I I I I I I I I PAGE 3 OF 6 TABLE B: PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL5601 (1) GLBIOI * GL8106 (1) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147C105 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. 7/16" (11.1 mm) NOMINAL MAKE-IN SEP 2019 1/2 WRENCH FLAT BULB S t BULB COMPRESSION SCREW FRAME DEFLECTOR 8OiOI $ FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GL8I0I 1/2" (12.7 mm) NOMINAL MAKE-IN 3/4" NPT 2-7 WRENCH FLAT /16" BULB BULB SEAT oL COMPRESSION SCREW FRAME DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 GFS-1 00 PAGE 4 OF 6 TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 " I GL5601 (1)(2) GLBIOI * (1)(2) GL8106 (1)(2)(3) ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" 1/2" 1/2" 1/2" 3/4° HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) FM Approved 135°F (57°C) 135°F (57°C) Note: 1/3' Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) CE NA NA 155°F (68°C) NA 155°F (68°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) * FOR RETROFIT USE ONLY cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING cULus I LPCB ICE APPROVED WITH 1/2° ADJUSTABLE AND 3/4° ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY 1 I I I I I I I 2 15/16° DIA.- 2° DIA. MIN. HOLE IN CEIUNG 129/32" DIA - REDUCER CEIU j . Sim 1/8° MIN. 5/8 MM. - 1/2° AD). MAX.7/8 - 3/4" AD). 1 MIN. CUP 1 3/4 MAX. RETAINE - FIGURE 7: RECESSED ESCUTCHEON TABLED: STANDARD ESCUTCHEONS 314" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 112" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B SEP 2019 37/5' (98mri 1O1) DIA. REDUCER 1/8° (3mm) MIN. 5/8° (16mm) MAX.- 1/2" (12mm) AD). 7/8° (22mm) 3/4° (19mm) AD). 1° (25mm) MIN. 11/2° (38mm) MAX. . 1/2' AD). 13/4' (44mm) MAX. 3/4° AD). FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & F. TABLE E: SEISMIC ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4° NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W PAGE 5 OF 6 I I I I I I I I I I I GFS-1 00 TABLE F. PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx T -L F SIN I TEMPERATURE GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL81OI 8101 GL8106 8106 135 135°F(57°C) 155 155°F(68°C) 4- 175 175°F (79°C) 200 200°F (93°C) 286 286°F(141°C) FINISH / 01 BRONZE Al' 02 CHROME 03 WHITE POLYESTER 04 1 BLACK POLYESTER upright se'mi-rec pe rident Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. ORDERING INFORMATION SPECIFY: SPRINKLER Quantity. SIN • Orientation • Orifice • NPT• Temperature Rating Finish • Part Number (See TABLE F) ESCUTCHEON Quantity• Finish° Part Number (See TABLE D & TABLE E) WRENCH Quantity• Part Number 1/2° NPT Standard ....................325390 3/4" NPT Standard ....................312366 1/2" NPT Recess . . . . . . . . . . . . . . . . . . . . . 325391 3/4" NPT Recess . . . . . . . . . . . . . . . . . . . . . 325401 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 www.globesprinkler.com Technical Support. 989-414-2600 • techservicegIobesprinkIer.com C) SEP 2019 GFS-100 PAGE 6 OF 6 SURFACE MOUNT EXTENDED RECESSED I I I 9 , [S R~ FIRE SPRINKLER CORPORATION QUICK RESPONSE A U TOMA TI C SPRINKLERS GL SERIES DRY TYPE PENDENT I DESCRIPTION AND OPERATION SERIES GL-QRIDRY The Globe Quick Response Series GL-QR/DRY Pendent Sprinkler is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary drop nipples. The Globe Quick Response Series GL-QRIDRY Pendent Sprinkler utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. At the ampule's rated temperature, the sprinkler opens releasing the bulb seat, causing the inner tube assembly to move, allowing the spring assembly to pivot alongside the inner tube. At this time, water flows through the sprinkler and is distributed by the deflector in an approved discharge pattern. It can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's Series GL-QR/DRY sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal 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 distributed in an approved pattern. 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) 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 Bulb Seat - brass' Spring - nickel alloy• Seal - teflon Retainer - brass • Pin - stainless steel Torsion Spring - stainless steel ' Orifice Insert - brass I . Bulb - glass with alcohol based solution, 3mm size 3/4"NPT or 1"NPT • Outer Tube -galvanized steel pipe -Inner Tube -stainless steel 0 SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER N.F.P.A. MAXIMUM CEILING CLASSIFICATION TEMPERATURES BULB COLOR TEMPERATURE ORDINARY 135°F1155°F 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°C BLUE 225°F 107°C DEC 2017 GFS-505a (Formerly A-55) I I I I I I I I I L I I I QUICK RESPONSE A U TOMA TI C SPRINKLERS GL SERIES DRY TYPE PENDENT SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES 5.6 (80 metric) 3/4' or 1"NPT Factory Bronze cULus Variable to 48" FM Variable to 36" Chrome *— White Polyester2 8.0 (115 metric) 1"NPT Black Polyester1'2 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS K THREAD 135°F 155°F 175°F 286°F NYC-DOB STYLE SINFACTOR HAZARD1 M2OF *FM cULu s MEA SIZE (57°C) (68°C) (79°C) (141°C) 101-92-E PENDENT I 5635I 5.6 1"NPT LH/OH X X X X X X X X RECESSED GL5636 5.6 3/4"NPT LH/OH X X X X X --- X X PENDENT GL8135 8.0 1°NPT LH/OH X X X X X --- X X 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NEPAl 3 AND ANY OTHER RELATED DOCUMENTS. *PENDENT STYLE - FM APPROVED 155°F (68°C), 200°F (93°C), AND 286°F (141°C) *RECESSED PENDENT STYLE - FM APPROVED 155°F (68°C) AND 200°F (93°C) LH: LIGHT HAZARD; OH: ORDINARY HAZARD I CROSS SECTIONS rL------- IM1S16I6.3018S1500R 8615161630.65515004 I TEE FITlNG /188801250 I / /1952 9264 0.655 125 I 18201 616.4 0.855 125 I I I I J TEE (U TEE 26/2' 66111. 016.-.S ' 2 - FIniNG - FIllING ________ -r 4 3W 601004 CEIUSG L _________________ ! FACE OF FATE OF ________________ - "A" I 0/4" 61111. InlET - V S. MIN. 3/4"NPT I 22/? MIN. 3/4"NPT 1 1 4010 IlITElUNG I ___________________________________________ 2 1/4" MIN. 1"NPT TWO PIECE 2/3" 619. CIA I 33/4" MIN ESEEEON 0IA FACE OF ESCUTOSEON 2/4" CEILING EXTENDED SURFACE MOUNT [\.------- I I TTEFrrHNG I ANSI 616.30.65015006 I V"ANSI 6163 0.655 15006 I 181860164 0.455 125 I I 88016164 0.655 125 I I - TEE L..J çU_J TEE LI FITTING FITTING FACE OF ! I FATE OF 31/4"F11 1 13/4 MIN. DL'. _______ 4018195810110 I "A" N. 3/4"NPT I 13/4 MIN. 3f4T/FT 2 3/4" MIN. 1"NPT 11/2"MIN. 1"NFI 2" 6111. DIP. EIN58 __ J IMPORTANT INSTALLATION DATA Globe GL Series Dry Pendent Sprinklers should be installed in accordance with the requirements set forth in NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube. When this is not possible, the proper sprinkler head wrench may be used with extreme care for lengths up to approximately 18". Excessive force may distort the frame thus destroying the unit. When installed in a wet system extending into a freezing area see chart on Dry Caution Sheet for minimum exposed barrel length to prevent ice plugs. Please refer to our Dry Caution Sheet for further important installation data. ORDERING INFORMATION SPECIFY ° Quantity. SIN Style• Orifice • Temperature• Finishes Quantity - Wrenches - P/N 333010 Quantity Recessed Wrenches - P/N 337014 Escutcheons Desired Quantity - Protective Caps - P/N 327109-cap (Friction Fit Recessed) "A" Dimension - Distance from face of fitting to the finished ceiling line regardless of escutcheon used. I FF 11/4" MIN CEIUNG - LETLENER TJjTjJ __T 2" MAX RECESSED SLEEVE &SKIRT n U b. FIRE SPRINKLER CORPORATION DEC 2017 FACT OF CEIUNG GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com PRINTED U.S.A. GFS-505a (Formerly A-55) I I I Worldwide www.tyco-fire.com Contacts I Model ESFR-25 Equipment Platform 252 K-factor Pendent Sprinkler under Mech Equip at walkway Early Suppression, Fast Response No Storage - General Description TYCO Model ESFR-25 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 25.2 (see 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, see Table B 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 IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 substantially lower-end head pres- sures, as compared to ESFR Sprinklers 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 in. (460 mm) versus 14 in. (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-fac- tors 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 require- ment 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, such as with flammable liquids and aerosols, that may be acceptable to an author- ity having jurisdiction, contact Techni- cal 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, such as FM Global. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be referenced to ensure applicability and MARCH 2020 to obtain complete installation guide- lines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) See Table A for sprinkler identification number. 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-CPR-F0010) Finish Natural Brass 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 Additional Technical Data See Table A for additional technical data. TFP3I2 I I I I I I I I I I I I I I I 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. glezign flieD'fl1 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. General guidelines are not intended to provide complete installation criteria. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines. See Table B for additional information. TFP3I2 Page 2 of 6 7 1NPT f Components: 8 / / 1-13/16" 1 - Frame / 9/16" (46,0 mm) 2 - Deflector ' / (14,3 mm) 3 - Compression 9 ' NOMINAL Screw MAKE-IN 4-Hook 6 5 - Strut 3-13/16 6 - Link Assembly 7 - Button 5 (96,8 mm) THERMAL 8 - Sealing A I SENSING I Assembly ELEMENT 9 - Ejection Spring 4 WRENCH I / FLATS , 2 TEMPERATURE RATING ..-2(50,8 mm) ---H FIGURE 1 MODEL ESFR-25 PENDENT SPRINKLER, 25.2K EARLY SUPPRESSION, FAST RESPONSE I 3 Item Description Sprinkler Identification Number (SIN) TY9226 K-factor, gpm/psi½ (Lpm/bar"") 25.2 gpm/psi½ (362,9 Lpm/bar"") Temperature Rating "F ("C) Thread Size 1 in. NPT or ISO 7-R 1 Sprinkler Orientation Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) TABLE A MODEL ESFR-25 PENDENT SPRINKLER TECHNICAL DATA In addition to this technical data sheet, • TFP319 the following data sheets describe Model ESFR-14 (TY6236) other TYCO ESFR Sprinklers: K=14.0 Pendent Sprinkler TFP32O Model ESFR-17 (TY7229) K=16.8 Pendent Sprinkler Roof Construction Unobstructed or obstructed construc- tion, such as smooth ceiling, bar joists, beam and girder. Where the depths of the solid structural members, as in beams and stem, exceed 12 in. (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 in. rise for 12 in. run (16.79/6) Maximum Coverage Area 100 ft2 (9,3 m2) TFP3I3 Model ESFR-22 (TY8226) K=22.4 Pendent Sprinkler TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP316 Model ESFR-17 (TY7126) K=16.8 Upright Sprinkler TFP317 Model ESFR-17 (TY7223) K=16.8 Pendent Sprinkler TFP318 Model ESFR-1 (TY6226) K=14.0 Pendent Sprinkler I 11 TFP3I2 Page 3 of 6 Storage Type NFPA FM Global Sprinkler Type ESFR Storage Response Type FR QR System Type Wet Wet Temperature Rating °F (°C) 165°F (74°C) (100°C) 165°F (74°C) 212°F 212°F (100°C) Open Frame (i.e., no solid shelves), Single, Double, Multiple- Refer to FM Global Row, or Portable Rack Storage of Class l-IV and Group A or Refer to NFPA 13 2-0 and 8-9 B_Plastics Solid Pile or Palletized Storage of Class l-IV and Group A or Refer to NFPA 13 Refer to FM Global B Plastics 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global 2-0 and 8-3 Roll Paper Storage (Refer to the Standard) Refer to NFPA 13 Refer to FM Global 8-21 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM Global 7-29 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) N/A - Not Applicable TABLE B MODEL ESFR-25 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW Specific Application Listing (UL) I I Iii I I I I I I I I I I 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 ft (3,7 m) for building heights up to 30 ft (9,1 m) 10 ft (3,1 m) for building heights greater than 30 ft (9,1 m). In some cases, installation standards permit a greater spacing. Minimum Spacing 8 ft (2,4 m) Minimum Clearance to Commodity 36 in. (914 mm) NFPA Deflector-to-Ceiling Distance 6 in. to 18 in. (152 mm to 457 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. 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 including 48 ft (14,6 m), and a storage arrange- ment up to and including 43 ft (13,1 m). See Table C for guidelines for the TYCO Model ESFR-25 Pendent Sprin- kler Specific Applications Listing (UL) Design Criteria. See Table C for addi- tional information. I I I I I I TFP3I2 Page 4 of 6 Description Specification, UL Sprinkler Type ESFR Temperature Rating °F (°C) 165°F (74°C) 212°F (100°C) Response Type QR Sprinkler Position Pendent, frame arms aligned with pipe, deflectors parallel with ceiling or roof System Type Wet Maximum Area of Coverage 100 ft2 (9,3 m2) Minimum Area of Coverage 64 ft2 (5,8 m2) Maximum Slope Ceiling 2 in. rise for 12 in. run (16.7%) Maximum Spacing lOft (3,1 m) Minimum Spacing 8 ft (2,4 m) Deflector Distance from Walls Minimum of 4 in. (100 mm) from walls but no more than 1/2 the allowable distance permitted between sprinklers Deflector to Top of Storage Minimum of 36 in. (914 mm) Deflector to Ceiling Distance 6 in. to 14 in. (152 mm to 356 mm) Maximum Ceiling Height 48 ft (14,6 m) Maximum Storage Height 43 ft (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 Lpm) with 12 sprinkler remote area Obstruction Criteria Reference NFPA 13, Chapter 8 Minimum Aisle Width 5 ft (1,5 m) Hose Stream allowance and Water Supply Duration 250 gpm for 60 minutes (950 Lpm for 60 minutes) TABLE C MODEL ESFR-25 PENDENT SPRINKLER SPECIFIC APPLICATION LISTING (UL) COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW I I 9 I TFP3I2 Page 5 of 6 FITTING SIDE TOWARDS SPRINKLER FITTING WRI RE( FIGURE 2 W-TYPE 1 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 and by using the appropri- ate sprinkler wrench. Do not apply pressure to the fusible Link Assembly. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 1 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 20 to 30 lb-ft (26,8 to 40,2 N.m). 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 position (see 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 (see Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (see Figure 1). Step 3. 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. See Installation section for additional information. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation, such as NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are 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 (TY9226), (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) ..................58-441-1-165 212°F (1 00°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 d I I I [1 I I I I 11 I U I I I I I I TFP3I2 Page 6 of 6 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02020 Johnson Controls. All rights reserved. All specifications and other Information shown were current as of document revision date and are Subject to change without notice. Johnson / NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks Of National Fire Protection A0000latlon; MOREL and INCONEL are registered trademarks of Special Metals Corporation; TEFLON is registered trademark of DuPont Controls I I Victaulic® VicFlexTM Sprinkler Fittings 4tauiicr LI Series AH2 and AH2-CC Braided Flexible Hoses 10.85 I I I Fle)(m Series AH2 Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component Series AH2 1"/DN25 Nominal ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140 mm straight reducer. Series AH2-CC 1"/DN25 Nominal ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.75/140 mm straight reducer. Sprinkler Reducers: Sprinkler Connections: ½ and 3/4 /15 and 20 mm Straight Lengths: 5.75, 9, 13/140, 230, 330 mm 90" Elbows: Short (typically used with concealed sprinklers) Long (typically used with recessed pendent sprinklers) Low Profile Short (for use with Style AB5, AB11, AB12, ABBA and ABMM Bracket) Low Profile Long (for use with Style AB5, AB11, AB12, ABBA and ABMM Bracket) Inlet Connections: Y/25 mm Grooved IGS 1/25mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. 3/4 /20mm NPT or BSPT adapter nipples available for VdS. 11/47 32 mm BSPT adapter nipples available for LPCB. [I I I L I I I I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.85 5839 Rev AG Upd ated 07/2019 © 2019 Victaulic company. All rights reserved. _tauIic I I 04, 10.85 5839 Rev AG updated 07/2019 © 2019 victaulic Company. All rights reserved. victaulic.com \htaUIiC Iii Iif42III4a_ a_Am 1.0 PRODUCT DESCRIPTION (Continued) Brackets: Style A131 for suspended and hard-lid ceilings and sidewalls, allows installation before most ceiling tiles in place Style AB2 for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style AB3 for surface mount applications, wood, metal and block walls, or ceilings Style A134 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style A135 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style AB7 for suspended and hard-lid ceilings Style A137 Adjustable for suspended and hard-lid ceilings Style A138 for hard-lid ceilings with CD 60/27 profile metal studs (regionally available) Style A139 for hard-lid ceilings with hat furring channel grid systems Style AB10 for Armstrong® TechZoneTM ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 90' low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 4/100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings Maximum Working Temperature 2250F/1070C Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) Connections To adapter nipple (inlet) via 1/25.4mm Grooved IGS 1725.4 mm NPT or BSPT male thread 3/4720 mm BSPT male thread (VdS only) 11/4"/32 mm BSPT male thread (LPCB only) To sprinkler head (outlet) via ½ or 3/4715 mm or 20 mm Minimum Bend Radius 7/178mm (FM/CCCf Approval) 2/51 mm (cULus Listed) 3/76.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors FM (1/2 /15mm reducer) K5.6/8,1 (SI.), (3/4 /20mm reducer) K14.0/20,2 (S.!.) cULus (½/15mm reducer) K8.0/11,5 (S.l.), (3/4 /20mm reducer) K14.0/20,2 (S.l.) VdS/LPCB (1/2 /15mm reducer) K5.6/8,1 (SI.), (3/4 /20mm reducer) K8.0/11,5 (S.l.) 11 111 I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. 114421116- mm 3 I uie12IiIi, ,nm 2.0 CERTIFICATION/LISTINGS <e> C&S ILPCBI © LISTED L...._J NOTE The VicF/ex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGaurd® Installer Protection Plan. 3.0 SPECIFICATIONS - MATERIAL Series AH2 Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc Plated Reducer (1/2"/15 mm or 3/4"/20 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut and Nipple: Carbon Steel, Zinc Plated Reducer (1/2715 mm or 3/4720 mm): Carbon Steel, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. . Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish I I I I I I I Li I Li [1 I I I I I I I jtsuuIicr victaulic.com S 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose A I B Hose Length Dimensions Hose Length inches mm A inches mm B inches mm 31/790 25.3/641 31/790 36/915 31.3/794 36/915 48/1219 42.3/1073 48/1220 60/1525 54.3/1378 60/1525 72/1830 i 66.3/1683 72/1830 Series AH2-CC Braided iHose :I:IIIIIIIIIIIIIwhIII,I wow Hose Length inches mm A inches mm B inches mm 31/790 24.5/622 29.8/757 36/915 29.5/749 34.8/884 48/1219 41.5/1054 46.8/1189 - 60/1525 53.5/1359 58.8/1494 72/1830 65.5/1664 - 70.8/1798 Item Description 1 Flexible Hose 2 Isolation Ring 3 Gasket 4 Nut 5 Adapter Nipple 6 Braid 7, Collar/Weld Fitting 8 Sleeve Item Description Flexible Hose _2_ Isolation Ring 3 Gasket 4 Nut 5 Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve f 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. i victaulic.com 4 'tiuIic I victaulic.com 4.0 DIMENSIONS (Continued) I Standard Reducer I 5.75/14 0 mm straight reducer Optional Reducers I I1IIIllMllIlllllllllluID I 9.0/229 mm straight reducer I IIIIDllllllODllllllllDIllll 13.0/330 mm straight reducer 2.62/ 1 66.5 mm 66.5 mm I 12 4.837 m mrn Short 90° elbow reducer Long 90° elbow reducer I NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. I . FM/VdS Approved only. Low Profile 17- I f(84/ I I 'F 36mm 36 mm 4 ) 4 Short 90° elbow reducer Long 900 elbow reducer I NOTE Style AB11: When low profiles elbows are used with the Style AB11 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent sprinklers. I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. I victaulic.com 5 \JtauIic. victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB1 o Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Style AB2 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24/610 mm or 48'71219 mm Square Bar, 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Ctyle AD3 Surface Mount Applications FM/LPCB Approved 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 6 J9ct2UIiC Style ftB7 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24'/610mm 0r48/1219mm Square Bar 2 Patented 1-Bee2® Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. Style AB7 Adjustable • Suspended Ceilings Hard-Lid Ceilings Item Description L 1 700mm or 1400mm Square Bar Patented 1 -Bee2o Center Bracket End Bracket (adjustable) NOTE Both sizes FM/VdS/LPCB Approved. victaulic.com 4.2 DIMENSIONS VicFlex Brackets Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item Description L_1 24"/610mm 0r48/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket L 3 End Bracket for Hat Furring Channel NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Hard-Lid Ceilings Item Description 1 24/610mmor48'/1219 mm Square Bar 2 J Patented Vertically Adjustable Center Bracket I3 I End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. I I I I I I I I 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 7 '4'tauiic I I I I I I I Li I I victaulic.com 4.3 DIMENSIONS VicFlex Brackets SLyIe AD8— Hard-Lid Ceilings Item Description 1 700mm or 1400 mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 - End Bracket NOTE Both sizes FM/VdSfLPCB Approved. —S AB Suspended ceilings o Armstrong® TechZoneTM Item Description 1 6"/152 mm Square Bar 2 Patented 1 -Bee2l Center Bracket 3 End Bracket NOTE FM/VdS/LPCB Approved, cULus listed. Style ADhi Suspended ceilings Hard-Lid ceilings Item Description L........1 24'7610 mm or 48'71219 mm Square Bar 2 ] Patented 1-Bee2 Center Bracket I 3 I End Bracket NOTE FM/VdS Approved, cULus listed. Style-A1512 Suspended ceilings Hard-Lid ceilings Item Description [ iJ Style AB12 Bracket Body I 2 I #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 8 j4tsuiic. Style ABMM Surface mount Stand-off mount Item Description 1 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x 1 x 15.24, 2 125 Torx Drive Recessed I I I I victaulic.com 4.3 DIMENSIONS (CONTINUED) I VicFlex Brackets Style ABBA Floor-above mount I • Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar Cap Screw, Serated Flange, M6 x 1 x 20, 125 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x 1 x 15.24, 125 Torx Drive Recessed Ii I I I I I I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victautic.com 9 js4tauiic victaulic.com 4.4 DIMENSIONS Clearances Sorioc AMP- Braided Hoop and Style AR! Bracket AfAssembly See Chart 2W/60 mm 21116'/68 mm max. hole max. hole mm. hole mm. hole 2'/Sl mm 2/e'I6O mm 113mm 3 Typical ceiling grid Finished ceiling face See note 247610mm0r V27 V38 4871219 mm on Pendent Center Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" 1/2" 3/4' ½" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4' Max Recess ½" Max Recess 3/4" Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 - Bend Radius 50 80 175 'W 'Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and oses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 10 j$tauIic. I victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket #10 self tapping screws for metal Ir ceiling joist A See Chart 1 8'! 2'%G/68 mm 2W/60 mm 2W/60 mm J max, hole max. hole max. hole 2W/hO mm 2/51 mm 2/51 mm mix hole mix, hole rein, hole - Finished ceiling Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 WI 20mm WI 13mm WI 20mm 3/4" 120mm WI 13mm /4l 20mm WI 20mm WI 13mm 3/40 120mm Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A"Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 1.2 r285 12.6 11.1 Installation 158 193 155 183 218 180 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4" I 20mm 3/4" I 20mm ½" 113mm Max Recess Sidewall Max Recess inches inches inches mm mm mm "R" Minimum - Bend Radius nimum uired E 3.3 3.6 3.3 llation84 91 84 ace NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I 1 I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 11 \hltaLllicr I I I LI I I I I I 1 I I I I victaulic.com 4.6 DIMENSIONS Clearances Soric3 Al 12 Bridcd I Ioe 8nd Style AD4 Bcket 2'/51 mm 21/8"/60 mm mm. hole mm. hole A 2/s/60 mm 1y6'/ mm Chart max. hole max. hole \_ Typical See note Typical 16/406 mm - ceiling tile ceiling face Typical finished /8'/23 mm 247610 mm on Center Typical V27 V38 e ceiling grid Pendent Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4" 1/2 1/2" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4" Max Recess ½ Max Recess 3/4" Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 2.0 3.0 3.0 7.0 7.0 - Bend Radius 50 50 80 80 175 175 "A' Minimum Required 8.8 10.2 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 12 ___________ I victaulic.com 4.7 DIMENSIONS I Clearances Series AH2 Braided Hose ond Style A145 raoket I Bracket See Chart Assembly I 2W/hO mm 2Slr'/68 mm 2W/hO mm St le ABS 2.3/ max, hole max. hole max. hole mm. hole mix hole mix, hole St .67 5 'Finished 7mmJ, 2'/Sl mm 2Y."/60 mm 2/51 mm 92 mm 2 x 4 MetalStud 159mm ceiling fac 167406 mm Drywall Stud C/C V27 V38 V27 Pendent Sidewall Hose Clearance Chart Straight Reducer "V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4" I 20mm ½' 113mm 3/4" 120mm 3/4" 120mm ½" 113mm 3/4" 120mm 3/4" 120mm ½" 113mm 3/4" 120mm Max Recess' Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 'A"Minimum Required 6,0 7.7 6.1 T 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4" I 20mm ½" 113mm 3/4" I 20mm ½" 113mm ½" 113mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm "R" Minimum - Bend Radius "A" Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space I NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I I LI I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victautic.com 13 \Jt1GIuliC I I I I 1 I I victaulic.com 4.8 DIMENSIONS Clearances Series Al 12 Braided I lose and Style AB11 Bracket (LOW PROFILE SOLUTION) JB 2/8Y60 mm 211A6/68mm max. hole max. hole I ,- Brack 2/51 mm 2W/60mm J Assem cp StyleA mm. hole mm. hole 76 mm See Chart 1.7743J Finished ical 8 .mm ceiling face ceiling grid Typical ceiling tile See Note 24/610mm or V27 V38 4871219 mm on center Pendent Hose clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4 120mm 1133mm Max Recess' Max Recess inches inches mm mm "A" Minimum Required 4.0 3.9 Installation 102 99 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 14 ___________ Square I Nominal N 14/355.6 Ii V2707 35"/19 mm MAX. RECESS victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bradcet Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Recessed Sprinkler and Low Profile Short Elbow Straight 5.757140 mm Reducer Squai 34 lypTcal CeiIng V2707 65/12.7 mm MAX. RECESS Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer /4°I19 mm /4"I19 mm 1419 mm 3/4719 MM 31419 mm Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm I mm mm mm mm I mm mm I mm mm Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 9.3 15.0 16.6 A Installation Space 101.6 139.7 142.2 182.9 1 149.9 190.5 195.6 236.2 381.0 421.6 Distance from Top of 05 20 15 15 15 1 5 30 30 30 30 B Typical Ceiling Tile to 1.7 50.8 38.1 38.1 38.1 38.1 76.2 76.2 76.2 76.2 Bottom of Gate * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions 2.22/ 56 mm ) 2,113 94=1 0.28'/ 100m m 7mm) 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic company. All rights reserved. victaulic.com 15 '\JtauIic. I I I I I I I I I I I I I I I I I I I 3.93", I 2.94/ 75 mrr 100mm I victaulic.com 4.10 DIMENSIONS Clearances Style ABS and ABMM Bracket Surface Mount Application with Recessed Sprinkler 2 /51 mm mm. hole Hose Clearances inches inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm Wall Thickness 2 4 6 8 10 2 4 6 8 10 "A" 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 9 13 5.75 9 13 9 - 13 13 13 RB" 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 Hose Clearance 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 "C" 294 376 478 243 325 427 275 376 325 275 319 402 503 268 351 452 300402 351 300 Bend Radius 7 8 "R" 175 200_ NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AG updated 07/2019 © 2019 Victaulic Company. All rights reserved. victautic.com 16 A -C -ta -U1 ii C I I I I I I I 'J'tauI iC 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 17 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers USTED Style AB1, AB2, AB4, A135 and AB10 Brackets Maximum Equivalent Length Number of of 1/33.7mm 0 Bends at 2751 mm 90 Sch. 40 Pipe (C=120) Bend Radius inches/mm inches/mm/type feet/meters 31/790 ½/iS/Straight 16/4.9 4 1/4"/20/Straight 17/5.2 4 36/915 1/2 /15/Straight 21/6.4 5 1/4 /20/Straight 23/7.0 5 48/1220 1/2 /15/Straight 32/9.8 8 1/4'/20/Straight 37/11.3 8 60/1525 1/2 /15/Straight 46/14.0 10 1/4"/20/Straight 46/14.0 10 72/1830 ½/i5/Straight 55/16.8 12 34/20/Straight 53/16.2 12 Series AH2 and AH2-CC Braided Hose with 900 Low Profile Elbows LISTED Style AB11 VicFlex Bracket Maximum Equivalent Length Number of of 1/33.7mm 900 Bends at 2'751 mm Sch. 40 Pipe Bend Radius inches/mm inches/mm feet/meters 31/790 1/2 /15 24/7.3 4 3/4"/20 24/7.3 4 36/915 1/211/15 26/7.9 5 3/4 /20 28/8.5 5 48/1220 '/2 '7115 43/13.1 8 3/4'/20 42/12.8 - 8 60/1525 ½/15 49/14.9 10 3/4'/20 50/15.2 10 72/1830 ½/15 65/19.8 12 3/4'720 63/19.2 12 - I I I [] I I I I I I I I victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches/ inches/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ feet/ mm mm meters meters meters meters meters meters meters meters meters meters meters meters ½"!15 8.5!2.6 11.0!3.4 13.0!4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31/790 3/4-720 N.A N.A N.A 10.0/3.0 12.5!3.8 14.0!4.3 17.0/5.2 N.A N.A N.A _N.A N.A ½,'15 13.5!4.1 16.0/4.9 18.0!5.5 19.0!5.8 21.0/6.4 N.A N.A N.A N.A N.A N.A N.A 36/915 3/4'720 14.0!4.3 17.0/5.2 19.5!5.9 20.0!6.1 23.0/7.0 N.A N.A N.A NA N.A N.A N.A ½!15 15.5/4.7 17.0/5.2 19.5/5.9 20.0/6.1 21.0/6.4 22.0/6.7 28.0!8.5 32.0!9.8 N.A N.A N.A N.A 48!1220 %!20 17.0/5.2 21.5!6.6 24.5/7.5 26.0!7.9 27.0!8.2 30.0/9.1 37.0!11.3 I N.A N.A 19.0!5.8 N.A N.A 1/2715 21.5!6.6 24.0/7.3 27.0/8.2 28.5!8.7 30.0!9.1 31.0/9.4 37.0/11.3 42.0!12.8 44.0/13.4 46.0/14.0 N.A N.A 60/1525 3/4720 23.0/7.0 24.0/7.3 28.0!8.5 29.5/9.0 30.5/9.3 31.0/9.4 38.0/11.6 42.0!12.8 44.0/13.4 46.0/14.0 N.A N.A ½/15 30.0/9.1 32.0/9.8 36.5/11.1 37.5!1 1.4 40.5/12.5 41.0!12.8 42.0/12.8 46.0!14.0 49.0/14.9 52.0/15.8 54.0/16.5 55.0!16.8 72!1830 ~V20 32.0/9.8 32.5/9.9 35.0/10.7 35.5/10.8 40.0/12.3.140.5/12.3 141.0/12.5146.0/14.0 50.0/15.2 51.0/15.5 52.0/15.8 53.0!16.2 NOTES: Values for use with 5.75/140mm straight reducers. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com '$tiuIiC 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, A612, ABBA and ABMM VicFlex Brackets Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm/type Equivalent Length of 1733.7 mm Sch. 40 Pipe feet/meters Maximum Number of 90° Bends at 77178 mm Bend Radius 31/790 5.6/8.1 1/2°/15/Straight 13.8/4.2 ½ Elbow 2"/15/90° 23.5/7.1 36/915 5.6/8.1 ½/15/Straight 16.6/5.1 2 25.6/7.8 1/2°/15/90° Elbow 48/1220 5.6/8.1 1/2"/15/Straight 23.4/7.1 3 30.7/9.3 1/2 715/90° Elbow 60/1525 5.6/8.1 ½ °/15/Straight 30.2/9.2 4 35.9/10.9 1/2 /15/90° Elbow 72/1830 5.6/8.1 - 1/ 2"/1 37.0/11.3 4 41.1/12.5 1/2715/90° Elbow 31/790 8.0/11.5 3/4 '/20/Straight 16.8/5.1 2 16.8/5.1 .4"/20/90° Elbow 36/915 8.0/11.5 3/4"/26/Straight 20/6.0 2 19.7/6.0 1/4°/20/90° Elbow 48/1220 8.0/11.5 34'/20/Straight 27.8/8.4 3 26.6/8.1 6'/20/90 Elbow 60/1525 8.0/11.5 3/4720/Straight 35.7/10.9 4 33.6/10.2 3/4 /20/90° Elbow 72/1830 0/11.5 34"/20/Straight 43.5/13.2 - 4 40.6/12.2 3/4"/20/90' Elbow 31/790 11.2/16.1 3.4"/20/Straight 16.5/5.0 2 17.8/5.4 /4'/20/9O' Elbow 36/915 11.2/16.1 1/4'/20/Straight 19.5/5.9 2 20.7/6.3 3/4'/20/90° Elbow 48/1220 11.2/16.1 3/4"/20/Straight 26.7/8.1 3 27.9/8.5 3A"/20/90 Elbow 60/1525 11.2/16.1 1/4"/20/Straight °/20/Straight 33.9/10.3 4 35/10.7 Elbow 72/1830 11.2/16.1 34'/20/Straight 41.3/12.5 4 42.2/12.8 3%/20/90 Elbow 31/790 14.0/20.2 34'/20/Straight 14.9/4.5 2 15.5/4.72 /4'/2O/9O° Elbow 36/915 14.0/20.2 3/4'/20/Straight 19.4/5.9 2 19.6/5.9 3/4'/20/90° Elbow 48/1220 14.0/20.2 34'/20/Straight 30.3/9.2 3 29.5/8.9 3/4'/20/90° Elbow 60/1525 14.0/20.2 3/4'/20/Straight °/20/Straight 33.9/10.3 4 34.1/10.4 Elbow 72/1830 14.0/20.2 3/4"/20/Straight 37.5/11.4 4 38.6/11.7 3A"/20/90 Elbow FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. I I Ii I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 19 4'tauiic I I I I n I I I I I I I I I I victaulic.com p 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicFlex Bracket Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm Equivalent Length of 1133.7mm Sch. 40 Pipe feet/meters Maximum Number of 900 Bends at 7/178mm Bend Radius 31/790 5.6/8.1 1/2715 13.7/4.2 2 36/915 5.6/8.1 1/2 /15 17.0/5.2 2 48/1220 5.6/8.1 1/2715 25.0/7.6 3 60/1525 5.6/8.1 1/2 /15 33.0/10.1 4 72/1830 5.6/8.1 ½"/15 41.1/12.5 4 31/790 8.0/11.5 1/4"/20 13.6/4.14 2 36/915 8.0/11.5 3/4"/20 16.9/5.2 2 48/1220 8.0/11.5 3/4"/20 27.8/8.5 3 60/1525 8.0/11.5 /4"/20 32.6/9.9 4 72/1830 8.0/11.5 3/4 /20 40.6/12.4 4 31/790 11.2/16.1 3/4"/20 13.7/4.2 2 36/915 11.2/16.1 3/4"/20 17.0/5.2 2 48/1220 11.2/16.1 3/4'/20 24.9/7.6 3 60/1525 11.2/16.1 3/4'/20 32.9/10.0 4 72/1830 11.2/16.1 3/4"/20 40.9/12.5 4 31/790 14.0/20.2 3/4"/20 13.5/4.1 2 36/915 14.0/20.2 3/4'/20 16.8/5.1 2 48/1220 14.0/20.2 3/4"/20 24.7/7.5 3 60/1525 14.0/20.2 3/4"/20 32.7/9.9 4 72/1830 14.0/20.2 3/4 /20 40.7/12.4 4 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 20 A t?jUIiC 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose Style AB1, AB2, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB11 and AB12 Brackets I I I I I Equivalent Length of Maximum Number Length of steel pipe according to of 90" Bends at Stainless Steel Outlet EN 10255 DN 25 3/76.2mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches meters/feet meters/feet 15 mm/½ 31/790 5.5/18.0 20 mm/3/4" 3 15mm/ ½' 36/915 6.4/21.0 3 20mm/3/4 l5mm/1/2' 48/1220 8.5/27.9 3 20mm/3/4 15 mm/½ 60/1525 10.7/35,1 4 20mm/3/4' 15 mm/½' 72/1830 12.8/42.0 4 20mm/3/4 VDS CEILING MANUFACTURERS LIST AB1, A132, A137, AB1O ,AB11 AB4 AB5, AB8 1. AMF No specific approval 1. Hilti 2. Armstrong Knauf Chicago Metallic 3. Lafarge 4. Dipling 4. Lindner 5. Durlum 5. Rigips Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn Series AH2 and AH2-CC Braided Hose _____ ILPCBI Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, and AB10 Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 90" Bends at Flexible Outlet EN 10255 DN 25 3776.2mm Hose Size (33,7 x 3,25) Bend Radius mm/inches mm/inches/type meters/feet 790/3 1 15 mmP/2VStraight 1.8/6.0 2 - 20 mm/3/4'/Straight 15 mm/1/2 /Straight 915/36 3.6/11.9 2omm/~/Straight 3 15 mm/½"/Straight 1220/48 4.3/14.0 20 mm/34"/Straight 3 15 l/2 1525/60 4.1/13.6 20mm/~/Straight 3 15 mm/W/Strght 1830/72 5.5/18.1 20 mm/34"/Straight 3 Series AH2 Braided Hose Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, AB10 and AB12 Brackets Length of Flexible Equivalent Length of Hose 1/33.7mm Sch. 40 Pipe mm inches Straight Configuration Bend Configuration 790 0.87 2.70 31 2.9 8.9 915 1.00 2.80 36 3.3 9.2 1220 2.23 4.66 48 7.3 15.3 1525 2.90 6.5 60 9.5 21.3 1830 3.31 7.16 72 10.9 23.5 CCCF NOTE Friction loss data is in accordance with GB5135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). I I I I I I I I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 21 \/taUIiC victaulic.com 6.0 NOTIFICATIONS 4., WARNING lr Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Always verify that the piping system has been completely depressurized and drained immediately prior to installa- tion, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. WARNING o It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic CDmpany. All rights reserved. victaulic.com 22 _ictaullid _________ Li victautic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicFlex Maximum Load Values Series AH2 Hose with 24" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/Iinearft N/Iinearm 31/790 2.6 5.2 23 2.6 38 0.8 36/915 5.5 25 2.8 40 o 48/1220 6.3 28 3.1 46 12 60/1525 7.0 31 3.5 51 1.5 72/1830 168 'j 34 3.9 57 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linearft N/linearm 31/790 2.6 6.1 27 1.5 22 0.8 36/915 6.4 29 1.6 23 og 48/1220 12 7.2 32 1.8 26 60/1525 1.5 7.9 35 2.0 29 72/1830 168 8.7 39 2.2 32 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) Suspension System Actual Length ft/rn Mm. Allowable Uniform Load Ib/linearft N/linearm Direct Hung Light 5.0 75.7 Intermediate 12.0 181.0 Heavy 16.0 I 241.7 SUMMARY: All direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the VicFIex sprinkler hose and bracket. 1 I I I I I I I I I I I I I I I I I I 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com 23 tauIiC 24 10.85 5839 Rev AG Updated 07/2019 © 2019 Victaulic Company. All rights reserved. victaulic.com A-c-tauIicr 1I victaulic.com S 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends Jber iradiu, 2X Minimum mum Mini mum bendadi.s bend radius bend radius d OR Minimum OR bend radius 90, Minimum bend radius Minimum um bend radius - Mini bendTas bend radius Minimum bend radius NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. l-VicFlex-AB1-AB2-AB10 l-VicFlex-AB3 I-V/c Flex-AB4 l-VicFlex-AB7 I-VicFlex-AB8 l-VicFlex-AB12 1-Vic Flex-AS BA l-VicFlex-ABMM 3 User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations an well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the Lse of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to l-VICFLEX-AB1-AB2-AB10, l-VICFLEX-AB4, l-VICFLEX-AB7, or l-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. FM Approved and UL Listed Sprinkler Pipe INU57—allOTD7, 11 11/4 111/2 21I2 'I 4 Schedule 40 Pipe 1.315 1.660 1.900 2.375 2.875 3.500 4.500 Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. I I I I IL 1.097 1.442 1.682 2.157 .1 2.635 3.260 4.260 mmm i 1.41 lbs/ft 91 1.81 lbs/ft 61 2.09 lbs/ft 61 2.64 lbs/ft 37 3.53 lbs/ft 30 4.34 lbs/ft 19 5.62 lbs/ft - -. I I I I I 1 1/4 i1/2 21/2 I '3 IL ft--w-witasm mom ir 1.315 1.049 1.68 lbs/ft 70 1.660 1.380 2.27 lbs/ft 51 1.900 1.610 2.72 lbs/ft 44 2.375 2.067 3.66 lbs/ft 30 2.875 2.468 5.80 lbs/ft 30 3.500 3.068 [ 7.58 lbs/ft 19 4.500 - - 4.026 10.80 lbs/ft 19 I PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. It 1819 Clarkson Road For additional information, C®US Chesterfield, MO 63017 contact your salesperson U BULL. MOOSE TUBE COMPANY (800) 325-4467 U FAX: (636) 537-2645 today at (800) 325-4467 or (636) 537-2600 in the USA, USED www.bullmoosetube.com or from Canada ______ ACflPflROcompany e-mail: sales@bullmoosetube.com call (800)882-4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without Incurring obligation. I 12/09 Fire SprinkiIer Pipe SheJuIe 1® an€1 She1uIe 4® SubrnithJ DataS hei FM Approved and Fully Listed Sprinkler Pipe Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, C-UL and FM Listed. Approvals and Specifications Both products meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10) ASTM A795, Type E, Grade A (Schedule 40) NFPA13 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings All Wheatland black steel fire sprinkler pipe up to 6" receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black, or with hot-dip galvanizing, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is also UL Listed. 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. SCHEDULE 10 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In. mm Fin- ]F m IL 1m In. mm [ibs./ft. 1rk9/m CRR , Lift 1¼ 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 1: 1 11 P 1% ] 1 900 483 1682 427 109 277 209 311 58 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 2½J 2.875 730 2.635 669 J[ 120 305 353 526 35 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 1 4.500 114.3 4.260 108.2 .120 L 3.05 5.62 8.37 1.6 L 19 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 6 jj 6.625 r 168.3 6.357 if 161.5 J .134 [ 3.40 9.30 13.85 1.0 10 8 8.625 219.1 8.249 209.5 .188 4.78 16.96 25.26 2.1 7 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). SCHEDULE 40 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In mm In 1[m1r in mm [lbs/ft kg/rn CRR [ Lift L 1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 1¼ ] 1.660 422 1.380 351 140 356 227 339 100 51 1¼ 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 -•r..... A . . . . i...... . 2 2.375 . 60.3 1 2.067 52.5 .154 3.91 3.66 .1 5.45 , 1.00 P 30 .L . Calculated using Standard UL CRP formula, UL Fire Protection Directory, Category VIZY. The CRR Is 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: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: [I BLACK LI HOT-DIP GALVANIZED WhflSii TZibe 0 out Eock Stt Shron, 161v4 ntp ow eat ad.com wheatlagcLcorn t Tube .1P4C STEEL GROUP N-.. I SCHEDULE 10 High Strength Steel Fire Sprinkler Pipe I Schedule 10 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler systems with unthreaded ends intended to be joined by 4 I welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VJZM), when installed in accordance with the fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, pIainhed and welded lengths for wet systems. Schedule 10 pipe products are coated with a durable, paintable, environmentally approved acrylic or water-based coating. Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL WEIGHT I. WEIGHT NUMBER LENGTH RATED CORROSION (inches) I ID ., THICKNESS (lb/fl) H2O LENGTHS (fi) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO (CRR) (lb/ft) BUNDLE UL FM SCH. 10 1 SCH. 40 3 3.260 .120 4.33 7.95 24 21 300 300 3.00 1.0 4 4.260 120 561 1179 19 21 300 300 190 10 6 6.357 134 929 1 2304 10 21 300 300 121 10 8 8.249 .188 16.94 40.10 7 21 300 300 1.81 1.0 Notes: 1. - Other lengths are available upon request. SCHEDULE 40 I High Strength Steel Fire Sprinkler Pipe Schedule 40 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler I systems with unthreaded ends intended to be joined by welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VIZM), when installed in accordance with the fitting I manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-ended and welded lengths for wet systems. Schedule 40 pipe products are coated with a durable, paintable, environmentally approved acrylic orater-based coating. Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL WEIGHT WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (lb/ft) HO LENGTHS (ft) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO ('C'RR) 'Ib,ft) BUNDLE UL I FM Reference Value 3 3.068 i .216 7.58 10.78 24 21 300 300 1.0 4 4.026 .237 10.79 16.31 19 21 300 300 1.0 6 6.065 .280 18.97 31.50 10 21 300 300 1.0 82 7.981 .322 28.55 50.24 7 21 300 300 LU Notes: - Other lengths are available upon request. - 8 inch SCH 30 (.277 inches) pipe can be supplied from 8" Sch 40. I C(E)US LISTEN TEX-TUBE FIRE PROTECTION PIPE - - APPPAIFfl I I I 1 1 I 1 I I I I IT] Victaulic® FireLockTM Fittings A~ —C- jtiuIic 10.03 I 1.0 PRODUCT DESCRIPTION Available Sizes I • Maximum Working Pressure I . Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application I . Fjre[ockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. . Connects pipe, provides change in direction and adapts sizes or components Pipe Materials . Carbon steel 2.0 CERTIFICATION/LISTINGS c®us FLPCBI J (LWED ( ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: O Orange enamel. O Red enamel in Europe, Middle East, Africa, and India. O Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic company. All rights reserved. 1 I I I I I I I I I 4.0 DIMENSIONS k-CtoE.1 C o Cto" C Cf to E _ to Rb No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 900 Elbow 450 Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 0.3 0N32 42.4 - - - - - - 21 0.1 1 /2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DN50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 1.5 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 1 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11,4 5.50 22.0 165.1 140 7.9 89 5.2 1 140 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 1 10.5 - - 176 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victauliC.com 2 \j$t9U -Ii C I victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size Diameter 900 Elbow 450 Elbow Branch Run inches inches feet feet feet feet DN mm meters meters meters meters 1 1/4 1.660 - - - - DN32 42.4 - - - - 1 1/2 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DN50 60.3 1.1 - - 0.5 - 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16,0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 33.0 13.0 216.3 4.0 - 10.1 4.0 1 The flow data listed is based upon the pressure drop of Schedule 40 pipe. I I I I I I - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. I victaulic.com 3 js4'taLJIic I I [I I I I I I I I I victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N/009H couplings, use FireLock TM No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 10.64: Victaulic® FireLocknM Rigid Coupling Style 009N 10.02: Victaulic® FireLockTM Rigid Coupling Style 005H with Vic.PlusTM Gasket System 29.01: Victaulic® Terms and Conditions of Sale E User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination ants the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note Li This product shall be manufactured by Victaulic or to Victaulic specifications. All products lobe installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.03 1539 Rev N updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com ri \4taulicr Victaulic® FireLockTM Installation-ReadyTM Rigid Couplings AC- t -au I - Style 009N and Style 109 10.64 IX Patented Patented 1.0 PRODUCT DESCRIPTION Available Sizes Style 009N: 11/4 - 12/DN32 - DN300 Style 109: 11/4 - 2 1/2 /DN32 - 73.0 mm Pipe Material Schedule 10, Schedule 40 or specialty carbon steel pipe listed in Section 5. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa. Function Joins carbon steel pipe with grooved ends conforming to publication 25.01. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS c®us <R> ILPCBJUSTM J CE C104-la/36 EN 10311 Regulation (EU) No. 305/2011 I I I I I I I [1 I I I I I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.64 7072 Rev M updated 12/2018 © 2018 victaulic company. All rights reserved. XACtsullmr 1 I I I vir±iiilirenm 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Orange enamel (North America, Asia Pacific) O Red enamel (Europe) O Optional for Style 009N: Hot dipped galvanized Gasket: (specify choice) O Grade "E" EPDM (Type A) VicPIusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40017/400C and above. Not compatible for use with hot water services or steam services. NOTES Reference should always be made to publication -100, victaulic Field Installation Handbook for gasket lubrication instructions. Services listed are General Service Guidelines only. It shculd be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice) O Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial) and ASTM A563M Class 9 (metric). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). O Optional for Style 009N: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel Heavy Hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.' Optional bolts/nuts are available in imperial size only. Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type Ill Finish. N n, I 10.64 7072 Rev M updated 12/2018 © 2018 victaulic Company. All rights reserved. vitfiiIirtnm 2 4tauIicr I 3 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com \4tauIcr U victaulic.com 4.0 DIMENSIONS Style 009N Two-Bolt Installation-Ready Coupling ALSIrI 11111 Size Maximum Maximum Allow. - Bolt/Nut Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Pipe End Approx. X V X V Nominal Diameter Pressure2 Load2 Separation3 Qty. Size Z (Each) inches inches psi lb inches inches inches inches inches inches inches lb DIN mm kPa N mm - mm mm mm mm mm mm kg 11/4 1.660 365 1 790 0.10 2 3/8 X2 3.13 5.00 2.75 5.00 2.00 1.4 0N32 42.4 2517 3514 2.54 M10x51 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 3/8 X2 3,38 5.13 3.00 5.13 2.00 1.5 DN40 48.3 2517 4604 2.54 2 M10x51 86 130 76 130 51 0.7 2 2.375 365 1617 0.12 2 3/8 X2½ 4.00 5.63 3.50 5.63 2.00 1.9 DN50 60.3 2517 7193 3.05 - M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 3/8 X2½ 4.50 6.13 4.00 6.13 2.00 2.1 73.0 2517 10542 3.05 2 M10x63 114 - 156 102 156 51 1.0 3.000 365 2580 0.12 2 3/8 X2½ 4.63 6.00 4.13 6.13 2.00 2.1 0N65 76.1 2517 11476 3.05 - M10x63 - 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 3/8 X2½ 5.13 6.75 4.63 6.75 2.00 2.3 DN80 88.9 2517 15622 3.05 2 M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 318X2½ 6.00 7.88 5.63 7.50 2.13 2.9 DN100 114.3 2517 25822 4.32 2 M10x63 152 200 - 143 191 54 1.3 4.250 365 5178 0.17 3/8 X2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 2 - M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8872 0.17 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 141.3 2517 39456 4.32 2 - M12x76 184 235 171 232 57 2.3 5.250 365 7901 0.17 1/2 x 3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 2 M12x76 168 229 162 229 57 2.2 5.500 365 8672 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 DN125 139.7 2517 38529 4.32 - M12x76 175 235 171 232 57 2.2 6 6.625 365 12582 0.17 ½x3¼ 8.38 10.38 7.88 10.13 2.25 6.0 DN150 168.3 2517 44469 4.32 2 M12x83 213 264 200 257 57 2.7 6.250 365 11198 0.17 1/2 x 3 1/4 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 2 M12x83 200 254 187 251 57 2.5 6.500 365 12112 0.17 ½x3¼ 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 2 M12x83 203 260 197 257 57 2.7 8 8.625 365 21326 017 5/sX4 10.88 13.38 10.25 13.13 2.50 11.4 DN200 219.1 2517 94863 4.32 2 - M16x101 276 340 260 333 64 5.2_ 8.500 365 20712 0.17 5/8 X4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 2 - M16x 101 270 337 260 257 67 5.2 10 10.750 300 27229 0.25 7/8 X6½ 13.75 17.00 13.25 17.13 2.75 22.6 DN250 273.0 2068 121121 6.4 2 M22 165 349 432 337 435 70 10.3 12 12.750 300 38303 0.25 '/8X6½ 16.00 19.00 15.50 19.13 2.75 27.6 DN300 323.9 1 2068 1 170380 6.4 2 M22 x 165 406 483 394 486 70 12.5 2 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in I accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. 3 The allowable pipe separation dimension shown is for system layout purposes only. Style 009N couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES I . When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between I coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade "E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets cannot be used with the Style 009N or Style 109 couplings. U I I I I I I I I I I I I I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 11 4tuIicr ri victaulic.com 4.1 DIMENSIONS Style 109 One-Bolt Installation-Ready Coupling U Style 109 Pre-Assembled Style 109 Joint Assembled Size Maximum Maximum Pipe End Bolt/Nut Dimensions Weight Actual Outside Working End Separation Pre-assembled Joint Assembled Approx. Nominal Diameter Pressure4 Load4 Allowable5 Qty. Size YL YB X Z YL YB X Z (Each) inches inches psi lb inches inches inches inches inches inches inches inches inches inches lb mm mm kPa N mm mm mm mm mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 %x2¼ 1.88 2.50 3.13 1.88 1.88 2.63 2.75 1.88 1.4 DN32 42.4 2517 1 3514 2.54 1 M10x57 1 48 64 79 48 1 48 67 1 70 48 0.6 1½ 1.900 365 1035 0.10 1 %x2¼ 2.00 2.63 3.25 1.88 2.00 2.75 3.00 1.88 1.5 DN40 48.3 2517 4604 2.54 M10x57 51 67 83 48 51 70 76 48 0.7 2 - 2.375 365 1616 0.12 3/a x2½ 2.25 2.88 3.88 2.00 2.25 3.13 3.50 2.00 1.8 DN50 60.3 2517 7193 3.05 1 M10x63 57 73 98 51 57 79 89 51 0.8 21/2 2.875 365 2370 0.12 /4x21h 2.50 3.13 4.38 2.00 2.50 3.38 3.88 2.00 2.1 1 73.0 2517 10542 3.05 1 M10x63 64 1 79 1 111 51 64 1 86 98 51 0.9 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. Style 109 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets and cannot be used with the Style 009N or Style 109 couplings. I victaulic.com 5.0 PERFORMANCE Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar bar bar 365 365 363 363 363 363 11/4 1.660 2517 2517 2503 2503 2500 2500 DM32 42.4 25 25 25 25 25 25 365 365 363 363 363 363 1 1/2 1.900 DN40 48.3 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 2 2.375 DN50 60,3 2517 2517 2503 2500 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 21/2 2.875 2517 2517 2503 2500 2500 2500 73.0 25 25 25 25 25 25 3657 3638 363 363 3.000 2517 N/A 25038 N/A 2500 2500 DN65 76.1 25 25' 25 25 365 365 363 363 363 363 3 3.500 2517 2517 2503 2503 2500 2500 DN80 88.9 25 25 25 25 25 25 365 365 363 363 363 363 4 4.500 2517 2517 2503 2503 2500 2500 DN100 114.3 25 25 25 25 25 25 363 363 4.250 N/A N/A 2503 2503 N/A N/A 108.0 25 25 290 365 363 363 232 363 5.563 2000 2517 2503 2503 1600 2500 141.3 20 25 25 25 16 25 3638 5.250 N/A N/A 2503' N/A N/A N/A 133.0 25 290' 363' 232 363 DN125 5.500 2000' N/A 25038 N/A 1600 2500 139.7 20 258 25 25 300 365 363 363 232 363 6 6.625 2068 2517 2503 2503 1600 2500 DN150 168.3 20 25 257 25 16 25 3638 6.250 N/A N/A 25038 N/A N/A N/A 159.0 25 1 29010 3638 363 6.500 200010 N/A 25038 N/A N/A 2500 165.1 20 258 25 I 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the VictaulicInstallation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. I 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 102204.0mm pipe wall. O cULus listed for EN 10255 4.5 mm pipe wall. I " With optional stainless steel fasteners, cULus Listed to 175p5i/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316 on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa /17 bar. I I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 5 I I I I I I I I I I I I I 11e4i.Ii,. am 5.0 PERFORMANCE (CONTINUED) Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM1' VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar bar bar 300 365 363 363 232 363 8 8.625 DM200 219.1 2068 2517 2503 2503 1600 2500 20 25 25 25 16 25 290 3638 8.500 2000 N/A 25038 N/A N/A N/A 216.0 20 25 7 10 10.750 300 300 300 300 0N250 273.0 2068 2068 2068 2068 N/A N/A 20 20 20 20 30012 300 250 300 12 12.750 206812 2068 1720 2068 N/A N/A 0N300 323.9 2012 25 17 20 1 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the VictaulicInstallation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 102204.0mm pipe wall. '° cULus listed for EN 10255 4.5 mm pipe wall. " With optional stainless steel fasteners, cULus Listed to 175psi/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316 on the end face of the bolt. 12 cuL listed to 250 psi/1720 kPa /17 bar. 5.1 PERFORMANCE Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals13 The information provided below is based on the latest listing and approval data at the time of publication. Listings/ Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus FM Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi inches inches kPa kPa kPa kPa DIN mm bar bar bar bar 11/4 1.660 365 365 365 365 DN32 42.4 2517 2517 2517 2517 25 25 25 25 365 365 365 365 1 1/2 1.900 DM40 48.3 2517 2517 2517 2517 25 25 25 25 365 365 365 365 2 2.375 DN50 60.3 2517 2517 2517 2517 25 25 25 25 365 365 365 365 ½ 2 2.875 73.0 2517 2517 2517 2517 _________________ 25 25 25 25 13 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the Victaulic Installation Manual 1-109 for details concerning when supplemental lubrication is required. 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic Company. All rights reserved. ,Lr+2I,Ii1- ,am \4taLilicr n- I I victaulic.com 5.2 PERFORMANCE I Specialty Pipe Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM psi psi inches kPa kPa Pipe Type DN bar bar 1¼-4 300 EF DN32—DN100 2068 N/A 20 300 300 EL 2068 2068 0N32—DN50 20 20 300 ET40 2068 N/A 20 300 EZF 3-4 2068 N/A DN80—DN100 20 300 300 EZT 2068 2068 DN32—DN50 20 20 300 FF 1 1/2-4 2068 N/A DN40—DN100 20 300 300 GL 2068 2068 DN32—DN50 20 20 300 300 2068 2068 DN32—DN100 20 20 IMF 175 175 1205 1205 DN150 12 12 300 300 MT 1 1/4-2 2068 2068 DN32—DN50 20 20 300 MLT N/A 2068 DN32—DN50 20 300 IF 21/2-4 N/A 2068 73.0rnm—DN100 20 175 300 WGS, WGSE, WF5, WG7, WG7E, WL7 1 1/4-4 1205 2068 DN32— ioo 12 20 300 300 WLS '-50 2068 2068 DN32 20 20 I I I NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Flo steel pipe manufactured by Youngstown Tube Co. GL = GL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG5, WG5E, WF5 = WGalweld 5, WGalweld 5E, WFlow 5 steel pipe manufactured by Wuppermann Stahl GmbH. WG7, WG7E, WL7 = WGalweld 7, Wgalweld 7E, WLight 7 steel pipe manufactured by Wuppermann Stahl GmbH WLS = WLS steel pipe manufactured by Wheatland Tube Co. I I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 7 ictaulicr I I I I I I I I I I I I victaulic.com 5.3 PERFORMANCE Specialty Pipe Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cLJLus FM inches PSI psi kPa kPa Pipe Type DN bar bar 300 1¼-2½ N/A 2068 DN32 —73.0 mm 20 EF 300 -- 1½-2½ 2068 N/A 0N40 —73.0mm 20 300 Easy-Flow 1 1/4-2 N/A 2068 DN32—DN50 20 300 EL 1¼-2 N/A 2068 DN32—DN50 20 300 300 ET4O 1¼-2 2068 2068 DN32 - DN50 20 20 300 1¼-2 N/A 2068 DN32—DN50 20 EZT _______________________ 300 11,4_2 DN40 - DN50 2068 N/A 20 300 300 FF 1½-2½ 2068 2068 DN40 —73.0mm 20 20 300 GL 1¼-2 N/A 2068 DN32—DN5O 300 300 MF 1¼-2½ 2068 2068 DN32 —73.0mm 20 20 300 300 MT 1¼-2 2068 2068 DN32—DN50 20 20 300 300 MLT 1 1/4-2 2068 2068 DN32 - 0N50 20 20 2½ 300 TF 73.0 mm N/A 2068 20 1 1/4 -2 300 WG7, WG7E DN32 - DNSO N/A 2068 20 1¼-2 300 WLS 0N32 - DN50 N/A 2068 20 I D NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. Easy-Flow = Easy-Flow steel pipe manufactured by Borusan Mannesmann Boru. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Eire-Flo steel pipe manufactured by Youngstown Tube Co. GL = GL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG7, WG7E = WGalweld 7 and WGalweld 7E steel pipe manufactured by Wuppermann Stahl GmbH. WLS = WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 8 '1j(tauiic I victaulic.com 6.0 NOTIFICATIONS I I I {. 7Th ,1 #61 'I. WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01: Seal Selection Guide 25.01: Original Groove System (OGS) Groove Specifications I-009N: Installation Instructions FireLock EZIM Rigid Coupling Style 009N 1-100: Victaulic Field Installation Handbook 1-109: Installation Instructions FireLockTM One-Bolt Rigid Coupling Style 109 l-ENDCAP; Victaulic End Cans Installation Instructions I I I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/sr methods of use in the United States and/or other countries. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com (tauIic. I I I I I I LI I I I I I I •u,u uujuuu, I Style 005H with Vic-PIusTM Gasket System Patented Exaggerated for clarity (Ipius I Approvals/Listings: LISTED 104-la/02 See Victaulic Publication 10.01 for more details. LPC and VdS Approved, see notes on page 3 Product Description: FireLock Style 005H rigid coupling has a unique, I patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. I Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits I assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. I Style 005H FireLock coupling are designed and recommended for use ONLY on fire protection systems. Vic-Plus°M Gasket System: I Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-Plus System (patented) is dry, clean, I 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 I Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. l Job/Owner System No. Location I Contractor Submitted By I Date \4taulicr 10.02 Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Standard: Orange enamel (North America); red enamel (Europe) U Optional: Hot dipped galvanized Coupling Gasket: (specify choice) NOTE: Additional gasket styles are available. Contact Victaulic for details. 0 Grade "E" EPDM Type A Vic-Plus'°' Gasket System' EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Pius'° Gasket System, requiring no field lubrication for most installation conditions. 0 Grade "L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 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. Engineer Spec Section Paragraph Approved Date victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 10.02 1538 Rev M Updated 10/2014 © 2014 Victaulic Company. All rights reserved. tauIic. 1 victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 '/4 - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4 '4- 8/108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular 9 deflection. Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End Dimensions __________ Weight X V Z Size Diameter Pressure 14 Load' Separation Bolt/Nut3 Each inches inches psi lbs. inches No-size inches inches inches lbs. mm mm kPa N mm inches mm mm mm kg 11/4 1.660 350 755 0.05 2-%x2¼ 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 48 0.5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 2-3/8 X2¼ 76 121 48 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 2-3/8 X2½ 89 133 48 0.7 21/2 2.875 350 2270 0.07 2-3/8 X2½ 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 102 146 48 .09 76.1 mm 3.000 350 2475 0.07 2-3/8 X2½ 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 48 0.9 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2-3/8 X2½ 118 156 48 1.0 4 4.500 350 5565 0.16 2-3/8 X2½ 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 146 184 54 1.4 108.0 mm 4.250 300 4255 0.16 2-3/8 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 4.5 125 141.3 2068 32445 4.1 2- 1/2 x 3 175 229 54 2.0 133.0 mm 5.250 300 6495 0.16 2-½x2~ 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7 mm 5.500 300 7125 0.16 2-½x2~ 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 6.625 300 10340 0.16 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 2-½x3 203 254 53 2.3 159.0 mm 6.250 300 9200 0.16 2-½x2~ 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1 mm 6.500 300 9955 0.16 2-½x3 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 2-%x4¼ 267 334 67 5.1 1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 4 Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 10.02 1538 Rev M Updated 10/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 2 j"(ctauIic 111 I I victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: The information provided below is based on the latest I listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. I Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure psi Related Working Pressure psi Related Working Pressure psi Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM 5 11/4-3 175 175 175 EL lh/4 _2 300 N/A N/A MT 11/4 -2 300 N/A N/A 11/4-3 350 350 350 ET 11/4-2 300 N/A N/A STF 11/4-4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 3006 N/A 300 Steady 11/4-2 N/A N/A 300 BLT 11/4-2 300 300 N/A FF 1 1/4-4 N/A N/A 300 TF 3-8 N/A N/A 300 DF 11/4 -4 300 300 300 GAL -7 11/4 -2 300 N/A N/A WLS 11/4 -2 300 300 N/A DT 11/4 -2 300 300 1 N/A MLT 11/4 -2 300 N/A N/A XL 11/4 -3 1 300 300 300 EF 11/4 -4 175 N/A 1 175 MF 11/4 -4 300 N/A 300 5 FM approved for service in 1 1/2 - 4" pipe. 6 UL Listed for service up to 4" pipe only. 7 UL Listed for service up to 3 only. I I I I I I I I I I I I I Installation Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. 1 Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulica is a registered trademark of Victaulic company. I 10.02 1538 Rev M Updated 10/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 3 'taUIjC I Victaulic® Flexible Coupling \/tiuIicr ' Style 75 06.05 1 - 87DN25 - DN200 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 8'/DN25 - DN200 Pipe Material Carbon steel Stainless steel Maximum Working Pressure I . Accommodates pressures ranging from full vacuum (29.9 in Hg/760mm Hg) up to 500 psi/3447 kPa/34 bar Working pressure dependent on material, wall thickness and size of pipe Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS I c®us <a> R ILPCBJusm @ NOTES ' • Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. See publication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date I I I [1 I [] 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. 1 _.4tz;auiic. 2 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com jt1UIiC R victaulic.com I 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) O Standard: Orange enamel O Optional: Hot dipped galvanized 0 Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') O Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"FI-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73017I+230C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Cl O Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. O Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) O Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). O Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. I I victaulic.com 4.0 DIMENSIONS Style 75 Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/rn - metric mm mm mm kg 1 1.315 0-0.06 0.57 3/8 X2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2 - 43' 48 2 - M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 0.45 3/s x2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2 -10' 38 2 - M10x51 68 117 45 0.6 1 1/2 1.900 0-0. 040 3/8 X2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 5 6' 2 - M10x51 74 122 45 1 0.6 2 2.375 0-0.06 1 - 31' 0.32 2 3/8X2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 - 26 - M10x51 87 133 48 0.8 21/2 2.875 0-0.06 , 1-15 0.26 2 3/8X 2 3.88 5.68 1.88 1.9 73.0 0-1.6 22 - M10x51 98 144 48 0.9 3.000 0-0.06 0.26 /8 x 2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 1 - 12' 22 2 M10x51 102 150 48 0.9 3 3.500 0-0.06 0.22 ½x2 3,4 4.50 7.00 1.88 2.9 1 2' 2 DM80 88.9 0-1.6 18 M12x70 114 178 - 48 1.3 31/2 4.000 0-0.06 0.19 ½x2 3A 5.00 7.50 1.88 2.9 DM90 101.6 0-1.6 0-54, 16 2 M12x70 127 191 48 1.3 4 4.500 0-0.13 0.34 ½ x 2~ 5.80 8.03 2.13 4.1 DN100 114.3 0-3.2 1 -36 28 2 M12x70 147 204 54 1.9 4.250 0-0.13 1 0.35 2 ½x23A 5.55 7.79 2.13 3.7 108.0 0-3.2 29 - M12x70 141 198 54 1.7 5.000 0-0.13 1 - 26' 0.25 2 5/8X3¼ 6.13 9.43 2.13 5.5 127.0 0-3.2 21 - M16x83 156 240 54 2.5 5 5.563 0-0.13 0.27 %x3 1/4 6.88 10.07 2.13 5.8 1 -18' 2 141.3 0-3.2 23 M16x83 175 256 54 2.6 5.250 0-0.13 1 - 21' 0.28 2 5/8X3¼ 6.55 9.37 2.13 6.0 133.0 0-3.2 24 M16x83 166 1 238 54 2.7 5.500 0-0.13 0.28 5/ax3¼ 6.80 9.59 2.13 6.3 DM125 139.7 0-3.2 1 - 18 24 2 M16x83 173 244 54 2.9 6.000 0-0.13 0.21 5/ax3¼ 7.38 10.48 1,88 6.2 152.4 0-3.2 , 1 -12 18 2 - M16x83 187 266 48 2.8 6 6.625 0-0.13 0.23 %x3¼ 8.00 11.07 2.13 7.0 1 - 5' 2 DN150 168.3 0-3.2 18 M16x83 203 281 54 3.2 6.250 0-0.13 1 , 0.24 - 2 5/8 X3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 20 - M16x83 194 266 54 3.1 6.500 0-0.13 0.23 %x3¼ 7.84 10.66 2.08 6.6 165.1 0-3.2 1 - 58 2 - M16x83 199 271 53 3.0 8.515 0-0.13 0.18 ~x4¼ 10.19 13.75 2.32 13.2 216.3 0-3.2 0 - 51' 46 2 - M20 108 259 350 59 6.0 8 8.625 0-0.13 0.18 ~x4¼ 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 - 0 50' 14 2 M20 108 263 355 59 5.6 3 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 -3 W/DN20- DM90; 25% for 4"/DN100 and larger. NOTE Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 det9UIjC I I I I I I I I I [ I I I I k 1 I 5.0 PERFORMANCE Style 75 Size Maximum Actual Outside Working Maximum Nominal Diameter Pressure4 End Load4 inches inches psi lb ON mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1¼ 1.660 500 1080 DN32 42.4 3447 4,805 1 /2 1.900 500 1420 DN40 48.3 3447 6,320 2 2.375 500 2215 DN50 60.3 3447 9,860 2'/2 2.875 500 3245 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 500 4800 DN80 88.9 3447 21,360 31/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 DN100 114.3 3447 35,380 4.250 450 6380 108.0 3103 28,395 5.000 450 8820 127.0 3103 39,250 5 5.563 450 10935 141.3 3103 48,660 5.250 450 9735 133.0 3103 43,325 5.500 450 10665 DN125 139.7 - 3103 47,460 6.000 450 12735 152.4 3103 56,670 6 6.625 450 15525 DN150 168.3 3103 69,085 6.250 450 13800 159.0 3103 61,405 6.500 450 14930 165.1 3103 66,412 8.515 450 25625 216.3 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 \,/taUIiC I victaulic.com 6.0 NOTIFICATIONS II WARNING Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 02.06; Victaulic® Potable Water Approvals ANSI/NSF 05.01: Victaulic® Seal Selection Guide - Elastomeric Seal Construction 06.15: Victaulic® Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic® Products for Fire Protection Pipings Systems - Regulatory Approval Reference Guide 17.01: Victaulic® Pine Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09: Victaulic® Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01: Victaulic® Standard Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale 1-100: Victaulic® Field Installation Handbook I I I I I I User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 I I 111 I I I I I I LI I I Victaulic® Reducing Coupling Ai -C- -t a —U1 i C I Style 750 06.08 I I 1.0 PRODUCT DESCRIPTION I Available Sizes: 2 x 1' through 10 x 8/DN50 x DN25 through DN250 x DN200 Pipe Material: Carbon steel I Maximum Working Pressure: Up to 500 psi/3447 kPa Working pressure dependent on material, wall thickness and size of pipe I Application: Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories I . Permits direct reduction on piping run Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly I Pipe Preparation: Cut or roll grooved in accordance with publication 25.01: Victaulic Standard Groove Specifications. I 2.0 CERTIFICATION/LISTINGS 4 4 ILPCBJ I NOTES Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph I Submitted By Date Approved Date victaulic.com I 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic company. All rights reserved. 1 victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) U Standard: Orange enamel. fl O Optional: Hot dipped galvanized conforming to ASTM A153. O Optional: Contact Victaulic with your requirements. Gasket: (specify choice') O Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +730F/+230C and hot +180°F/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. O Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+660C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. I Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): O Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZNIFE5, finish Type Ill (imperial) or Type II (metric). 0 Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size Only 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 4tuiic 1 victaulic.com 4.0 DIMENSIONS Style 750 Pipe End I I Size Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches lniFt. inches inches inches inches lb DN mm Degrees mm/rn mm mm mm mm kg 2 1 0-0.07 0.20 3.38 5.28 1.88 2.7 0'- 57' 3/8 x 2 DN50 DN25 0-1.8 17 85 134 48 1.2 1 ½ 0-0.07 0.20 3.38 5.28 1.88 2.0 1 0° 57' 17 2 /8 x 2 DN4O 0-1.8 85 134 48 1.0 21/2 2 0-0.07 0.16 4.00 5.93 1.88 3.1 x 0°-47' 14 2 /8 X 2 DN50 0-1.8 1 102 151 48 1.4 2 0-0.07 0.16 4.38 6.63 1.88 4.6 DN65 DNSO 0-1,8 14 ½ x 23/4 111 168 48 2.1 3 2 0-0.07 0.13 4.75 7.13 1.88 4.9 0°-39'11 2 DN80 DNSO 0-1.8 /2 x 23/4 121 181 48 2.2 21/2 0-0.07 0.13 4.75 7.13 1.88 4.3 0°-39' 2 ½ x234 0-1.8 11 121 181 48 2.0 0-0.07 0.13 4.75 7.13 1.88 4.2 0°-39' 2 ½ x2~ DN65 0-1.8 11 121 181 48 1.9 4 2 0-0.13 0.28 6.25 8.90 2.25 8.1 X 1°-19' 2 ,58 x 3A DN100 DM50 0-3.2 25 159 226 - 57 -- - 3.7 - 21/2 0-0.13 0.28 6.25 8.90 2.25 8.6 11-19' 2 /8 x3¼ 0-3.2 25 - 159 226 57 - 3.9 - - 0-0.13 6.25 8.90 2.25 0.28 6.9 1°-19' 2 1/.x3¼ DN65 0-3.2 25 159 226 57 3.1 3 0-0.13 0.28 6.00 8.90 2.25 6.7 10-19' 2 5/ x3¼ DN80 0-3.2 25 - 152 226 57 3.0 5 4 0-0.13 0.22 7.18 10.70 2.13 11.2 x 1°-3' 2 3/4 x4¼ DN100 0-3.2 19 182 272 54 5.1 4 0-0.13 0.19 8.63 11.90 2.25 15.2 0°-55' 2 ~x4¼ 165.1 X DM100 0-3.2 16 219 -302 57 6.9 6 4 0-0.13 0.18 8.63 11.90 2.25 16.7 0°-52' 2 3/4 x4¼ DM150 DN100 0-3.2 15 219 302 57 7.6 5 0-0.13 0.18 8.31 11.90 2.25 12.9 0°-52' 2 3/4 x4'/4 0-3.2 15 - 211 302 57 5.9 8 0-0.13 0.13 10.75 14.88 2.50 23.2 0°-38' 2 /8 x DM200 165.1 0-3.2 11 273 378 64 10.5 6 0-0.13 - 0.13 10.81 14.88 2.50 22.4 0°-38' 2 /8 X 5 DM150 0-3.2 11 275 378 64 10.2 10 8 0-0.13 0.90 13.12 17.26 2.62 31.4 0°-25' 2 1 x 5½ DM250 __DN200 0-3.2 8 333 438 67 14.2 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes, these figures should be reduced by: 50% for 3/4 -3 ½/DN20 - DN90; and 25% for 4"/DN100 and larger. NOTE Metric thread size bolts are avaialble (colord-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. I victaulic.com 3 j4taLJIiC I I I I I I I I I I I I I U I I I I victautic.com 5.0 PERFORMANCE Style 750 Size Maximum Working Maximum End Nominal Pressure4 Load4 inches psi lb ON kPa N 2 1 350 500 DN50 DN25 2413 2,225 350 1000 1½ DN40 2413 4,450 21/2 2 500 2215 DN50 3447 9,850 2 350 1550 DN65 DN50 2413 6,900 3 2 350 1550 DN80 DNSO 2413 6,900 500 3250 21/2 3447 14,460 350 2475 DN65 2413 11,010 4 2 350 1550 DN100 DNSO 2413 6,900 350 2275 21/2 2413 10,125 350 2475 DN65 2413 11,014 500 4810 3 DN80 3447 21,400 5 4 350 5565 DN100 2413 24,765 6 4 350 5565 DN150 DN100 2413 24,765 350 8500 5 2413 37,825 8 350 11610 DN200 165.1 2413 51,645 350 12060 6 DN150 2413 53,645 10 8 350 20450 0N250 DN200 2413 90,970 Working Presssure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size. NOTES WARNING: FOR ONE-TIME FIELD USE ONLY, the Maximum Joint Working Pressure may be increased to 1 ½ times the figures shown. For joint pressure ratings on additional carbon steel wall thicknesses, see oublication 06.15. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 X j/tauIiC I victaulic.com S 5.1 PERFORMANCE I Flow Data - Head Loss Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +600 F/+16°C. Flow Reducing Flow Expanding Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 2 1 5.9 DN50 DN25 1.8 2.0 1½ DN4O 0.6 2½ 2 1.9 DN5O 0.6 2 1.9 DN65 DN50 0.6 3 2 5.5 0N80 DN50 1.7 3.8 21/2 1.2 3.8 0N65 1.2 4 2 6,0 DN100 DN50 1.8 6.0 2Y2 1.8 6.0 DN65 1.8 6.0 3 DN8O 1.8 5 4 3.0 DN100 0.9 4 6.0 165.1 DN100 1.8 6 4 6.0 DN150 DN100 1.8 4.5 5 1.4 8 7.3 DN200 165.1 2.2 7.3 6 DN1501 2.2 10 8 8.7 DN250 DN200 1 2.7 Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 1 2 2.7 DN25 DN50 0.8 1Y2 2 1.9 DN40 DNSO 0.6 - 2 1.0 DN5O x 2/ 0.3 1.0 DN65 0.3 3.5 3 DN8O 1.1 3.0 4 DN100 0.9 2½ 3 2.5 DN8O 0.8 3.0 4 DN100 0.9 - 3 25 DN65 DN80 0.8 3.0 4 DN100 0.9 3 4 2.5 DN80 DN100 0.8 4 5 3.3 DN100 1.0 4.6 165.1 1.4 4.6 6 DN15O 1.4 5 6 2.3 DN15O 0.7 8 5.4 165.1 DN200 1.7 6 8 6.0 DN150 DN200 1.8 8 10 6.3 DN200 DN250 1.9 I I I I I I I I E I I I I I I I - S 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. I victaulic.com 5 \.JtauIic virtaiilinm 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01: Victaulic® Seal Selection Guide 10.01: Victaulic® Produc_tsforiice_Protection Piping Systems - Reuulatory Aooroval Reference Guide 25.01: Victaulic® Original Groove System (OGS) Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale -100: Victaulic® Field Installation Handbook El Ii El User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note U This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 1.1 4tauiicr U Mechanical-Mechanical-I®@ Branch Outlets ® ' ILPCBI VNIIPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic MechanicaIT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N STYLE 920 CROSS outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- PATENTED ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. I MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. I . Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F/-34°C to +110°C. I Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR I PETROLEUM SERVICES. . Grade "T" nitrile 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 I specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. I *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. 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 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date_____________________________________ I www.victaulic.com - - VICTAULIC IS REGISTERED TRADEMARK OF VICTAUUC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. Cr REV 0 11.02 1 DIMENSIONS FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS .1. .1. .V Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N 01 El I]fli!fli,ii. oil rim, __ • _____ 2 1/2 (a) Lf920N 500 1.50 2.00 2.53 I 1.61 5.35 2.75 3.1 50 15 3450 38.1 51 64 - 41 136 70 1.5 - '/4 (a) 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 920N 3450 38.1 50 64 - 41 136 70 1.5 - 1(a) a 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 25 920N 3450 38.1 47 1 64 - 41 136 70 1.4 - 1 V4 (a) la 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 11/2 (a) ID 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1 1.5 21/2 1/2 (a) § a 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 56 1 70 - 46 143 70 1.4 - Y4 (a) §a 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 920N 3450 38.1 55 70 - 46 143 70 1.4 - 1(a) 920N 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 - 25 3450 38.1 52 70 - 46 143 70 1.4 1 V4 I (a) a 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 920N 3450 44.5 58 76 1 83 46 1 160 1 76 1.7 1 1.5 11/2 I (a) a 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 920N 3450 50.8 58 76 83 46 159 83 1.7 1.6 ½ (a) 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 76.1 >< 15 920N 2065 38.1 56 70 - 57 164 81 1.8 - 3/4 (a) 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 920N 2065 38.1 56 70 - 57 164 81 1.8 - 1(a) 920N 300 1.50 2.07 2.75 2.25 6.46 3.18 3.8 - 25 2065 38.1 53 70 - 57 164 81 1.7 1 1/4 (a) a 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 1/2 (a) a 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1.5- 3 1/2 (a) a 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 80 15 920N 3450 38.1 64 78 - 58 156 1 70 1.6 - '/4 (a) a N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 - 20 920 3450 38.1 63 78 - 58 156 70 1.6 1(a) 920N 500 1.50 2.38 3.06 2.28 6.15 2.75 33 25 3450 38.1 61 78 - 58 156 70 1.6 - 11/4 (a) ID 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32(b) 445 65 1 83 90 58 156 76 1.8 1.8 11/2 (a) to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2(a) a 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 31/2 2 920N 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 90 50 3450 63.5 76 - 95 62 171 99 - 1.8 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 2½" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com J"t91UIiC vICTAuLIc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 2 REV 0 I STYLES 920 AND 920N DIMENSIONS I Y z I _ FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15 mm through 8 x 4/200 x 100 mm I I n I I CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets Size Sty NO. Pressure@ Dimensions kleMax. 113J I TABLE CONTINUED FROM PAGE 2 4 1/2 (a) U 920N 500 1.50 3.03 3.56 2.69 I 7.01 2.75 3.7 100 15 3450 38.1 77 90 - 68 I 178 70 1.8 - '/4 (a) 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 - 68 +178 70 1.8 1(a) a 920N 500 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 - 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 1 ¼ (a) 920N 500 32(b) 3450 445 78 96 102 68 178 76 1½ (a) to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3,25 4.2 3.9 40(b) 3450 50.8 83 102 102 68 1 178 83 2.0 1.9 2(a) to 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2 (a) t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 69.9 1 73 1 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 3450 69.9 73 - 102 1 68 186 118 2.9- 3 (a) t 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 1 196 130 3.8 2.9 108.0 X 11/4 (a)U 920N 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 3450 44.5 78 96 - 67 194 78 1 2.3 11/2 (a)U 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 50.8 _i_ & -194 83 2.3 2 (a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 50 3450 63.5 83 102 1 67 194 102 1.9 76.1 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 _ 3450 69.9 73 102 102 67 194 109 3 (a) 920 500 3.50 3.31 4,50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 11/2 (a) t 920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 X 40 125 3450 50.8 1 102 121 121 80 - 2 (a) t 920 500 2.50 4.00 4.75 4.75 3,16 9.70 4.38 8.2 8.0 50 . .J2 121 121 I 80 246 JL ±t. 16 21/2 (a) t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 3450 69 92 121 121 80 1 246 118 18 16 76.1 mm a 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 3450 69.9 95 - 121 80 246 118 3.6 3(a) t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 1330 x 920N 500 2.50 3.75 4.50 3.178.00 3.88 8.0 - 3450 63.5 95 114 - - 81 203 99 3.6 - 920 500 3.50 3.81 5.00 8.0 3.00 9.46 - 5.31 80 3450 88.9 97 127 - 76 240 135 3.6 - TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services U LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I I www.victaulic.com viciuiic is A REGISTERED TRADEMARK OF VICTAULiC COMPANY. © 2018 ViCTAULiC COMPANY. ALL RIGHTS RESERVED. RFV ( JItauIiC I I I I I I I I I I CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N 101 Ill DIMENSIONS FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. imensions Mill 79 N. a = TABLE CONTINUED FROM PAGE 3 1 1h t 920N 500 1 2.00 3.78 4.50 3.30 8.23 3.25 7.0 x 139.7 40 3450 50.8 96 114 - 84 209 83 3.2 - 2 t 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 20N 3450 63.5 95 114 - 84 209 99 4.1 - 6 11/4(a) 920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32(b) 3450 44.5 112 130 130 96 232 83 2.3 2.2 1 1b (a) t13 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 920N 3450 50.8 112 130 130 96 232 83 2.4 2.3 2 (a) ta 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 2½ 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 920 3450 69.9 110 130 130 94 267 118 3.8 1 3.4 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 76.1 mm 920 3450 69.9 105 132 94 267 118 - 3.8 3(a) t 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 920 3450 88.9 110 140 130 94 267 135 4.5 3.8 4(a) tu 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 920 3450 114.3 97 146 137 94 267 159 4.6 4.6 1½ (a) 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 159.0 x 40 920N 3450 50.8 112 130 - 92 239 83 3.5 - 2(a) 920N 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 - 50 3450 63.5 111 130 - 92 239 99 3.6 761 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 920 3450 88.9 110 140 130 92 239 135 1 3.7 1 6.4 1 8 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 0 .0mm 920 3450 114.3 113 - 137 92 239 155 - 4.5 4 500 4.50 3.81 5.75 { 3.63 9.40 6.25 18.0 100 20 3450 114.3 96.80 146 - I 92 239 159 8.2 - TABLE CONTINUED ON PG. 5 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com 1,4tbuIIc viclAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 4 REV 0 I I CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets I L.0 STYLES 920 AND 920N DIMENSIONS Igo oil, Ire Ne rII FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½/SO x 15mm through 8 x 4/200 x 100mm Style Max. Work 1 14- u1rmnr,I Weight fl. Approx. MOP I = TABLE CONTINUED FROM PAGE 4 165.1 x 920N 500 1.50 I 3.88 4.56 3.79 9.34 2.75 8.0 I 25 _ 3450 38.1 99 116 96 237 70 3.6 I 1 Y4U 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 1 32 3450 44.5 113 130 - 96 237 83 3.8 1 1h (a) to 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2(a) t 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 1 118 3.9 3.4 3(a) t 0 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88,9 110 140 130 92 267 135 1 4.6 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2 (a) t 920 500 2,75 544 6,19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 -316 114 - 5.3 5.3 21/2 (a) t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 76.1 mm 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 _ 3450 69.9 -1 159 122 316 - 116 _i_ 5.3 3(a) to 920 500 3.50 5.31 6.50 6.50 4.81 12.42 - 5.31 12.6 11.6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 4(a) to 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 100 3450 114.3 171 162 122 316 159 6.9 5.7 Center of run to engaged pipe end, female threaded outlet only dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.' (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I I I I I 1 I I I I I Li IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. I 1 U I I I www.victaulic.com 1s't;::tiuijC' vlc'rAuuc IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PFV () 11.02 c FLOW DATA Exaggerated for clarity CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicaIT® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C. and Ky Values Values for flow of water at +60°FI+16°C are shown in the table below. Formulas for C,K. Values: =Q, Where: AP = Q2 Where: Q = Flow (GPM) Q = Flow (m3/hr) AP = Pressure Drop (psi) V AP = Pressure Drop (Bar) Q = C x ç = Flow Coefficient = , x K = Flow Coefficient OUTLET ISIZE Outlet Size Schedule 40 Carbon Steel Pipe mom ½ 0.840 15 21.3 - 9.4 34 1.050 16 20 26.7 - - 13.7 1 1.315 21 3 8 25 33.7 - 1.8 1 1/4 1.660 50 48 32 42.7 /2 6 42.9 41.1 1 ½ 1.900 11 53 53 40 48.3 11 45.4 45.4 2 2.375 112 104 9 101/2 50 60.3 96 89.1 2 1/2 2.875 119 150 20 12 /2 65 73.0 102 128.5 76.1 MM 3.000 16 - 161 - 76.1 138.1 3 3.500 249 237 14 15 /2 80 88.9 213.4 203.1 4 4.500 421 401 20 22 100 114.3 360.8 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. 1 FireLock Innovative Groove System (lGS) outlet www.victaulic.com \JtaUIiC vic uic is A REGISTERED TRADEMARK OF VICTAULiC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 0 REV 0 I CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets i1.V I STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size TV A& p_____ 11 __ __ 21/2-6 2,875-6.625 All 10,40 400 400 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1999 1599 I 2496 21/2-4 2.875 - 4.500 All DF 300 300 300 290 232 1 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2 - 4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 3,4 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 1 2496 - 8 8.625 21/2 10,40 400 - - 145 - 200 219.1 2755 1 1000 8 8. 625 3,4 10 300 - 250 - 145 - 200 219.1 2065 1724 1000 8 8.625 3,4 30, 40 300 - 300 - 145 - 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. I I I I I I 1 I I I VIC-TAP II HOLE CUTTING TOOL FOR 4 - 87100 - 200 MM CARBON STEEL PIPE I I I I I F1 The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500psi/3450kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6/150mm and 87200 mm diameter pipe. The Style 931 comes with a 2½'/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. I www.victaulic.com ViCTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. X0 Ac—ts _U1 i e PFVO 11 02 7 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N INSTALLATION Reference should always be made to the -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. III 9 For complete contact information, visit www.victaulic.com 11.02 1480 REV UPDATED 11/2018 VICTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. x0A_C_ t -au I _ie 11.02 L I Victaulic® FireLockTM Outlet-I A—C- t -au I -ic I Style 922 10.52 1.0 PRODUCT DESCRIPTION Available Sizes 1 1/4 -2 1/2'/DN32—DN65 Threaded Outlet Sizes: 1/2"/DN15, 34/DN20, and 1/DN25 NOTE IGS Grooved 1/DN25 Outlets available for this product. See publication 10.54. Maximum Working Pressure 300 psi/2068kPa/21 Bar Application Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material Carbon steel Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS I C®L Fvdls FLPCBJ USTiD NOTES See Section 7.2 REFERENCE MATERIALS for additional certification information. I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date I I 1-1 I I I I I H 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. 1 JtiuIic• victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) LI Orange enamel (North America, Latin America, Asia Pacific). LI Red enamel (Europe). LI Optional: Contact Victaulic with your requirements for other coatings. Gasket': LI Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: LI Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 10.52 3355 Rev H updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 2 'J(tuuic [11 I victaulic.com 4.0 DIMENSIONS Style 922 ut I-I il U Style 922 Size - Bolt/Nut Dimensions Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W V Z (Each) inches inches inches inches inches inches inches inches lb DN mm - mm mm mm mm mm mm kg 11/4 1/2 1.660 0.840 1.30 1.83 1.10 3.87 2.56 1 DN32 DN15 -- 42.4 -21.3 - 2 li 1 33 47 28 98 65 - 0.5 1.28 1.83 1.10 3.87 2.56 1 3/4 1.050 DN20 26.9 2 X 1 33 47 28 98 65 0.5 1.52 2.18 1.10 3.87 1 1.315 2.56 1 0N25 2 x1 39 55 28 98 65 0.5 11/2 1/2 1.900 0.840 1.42 1.95 1.22 4.08 2.56 1 40 DN15 48.3 21.3 2 36 50 31 104 65 0.5 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 DN20 26.9 2 x1 36 50 31 104 65 0.5 2 X 1 1.64 2.30 1.22 4.08 2.56 1 1 1.315 DN25 42 58 31 104 65 0.6 2 1/2 2.375 0.840 1.66 2.19 1.46 4.60 2.56 1 50 DN15 60.3 21.3 2 x1 42 56 37 117 65 0.6 1.64 2.19 1.46 4.60 2.56 1 3/, 1.050 DN20 26.9 2 X 1 42 56 37 [_117 65 0.6 2 1xil 1.88 2.54 1 1.315 1.46 4.60 2.56 2 DN25 33.7 48 65 37 117 65 0.7 21/2 1/2 2.875 0.840 1.91 2.44 1.71 5.40 2.56 2 DN15 73.0 21.3 2 X I 49 62 43 137 65 0.7 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 DN20 26.9 2 X 1 48 62 43 137 65 0.7 2.13 2.79 1.71 5.40 2.56 2 1 1.315 DN25 2 hi 54 71 43 137 65 0.7 DN65 ½ 3.000 0.840 1.91 2.44 1.71 5.50 2.56 2 DN15 76.1 21.3 2 hi 49 62 43 140 65 0.7 1.89 2.44 1.71 5.50 2.56 2 3/4 1.050 DN20 26.9 2 hi 48 62 43 140 65 0.7 2 hi 2.13 2.79 1.71 5.50 2.56 2 1 1.315 DN25 54 71 43 140 65 0.8 2 Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 J'taUIiC I 1 'Ii I I I I I I I 1 I 1 I I I I victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet feet DIN meters meters 1¼ 1 8.5 12.5 DN32 DN25 2.6 3.8 11/2 1 8.5 12.5 DN40 DN25 2.6 3.8 2 1 8.5 12.5 DN50 DN25 - 2.6 - 3.8 21/2 1 8.5 12.5 DN25 2.6 3.8 1 8.5 12.5 DN65 DN25 2.6 3.8 Hazen-Williams coefficient of friction is 120. 1 FireLock' Innovative Groove System (lGS) outlet 6.0 NOTIFICATIONS WARNING * Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. o Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Dimensions Minimum Hole Diameter! Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm FAIIutletSizes 13i _______ 1¼ 30 32 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Ccmpany. All rights reserved. victaulic.com 4 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com JtauIic victaulic.com 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DIN kPa kPa kPa kPa kPa kPa 1 ¼x½ 300 300 300 232 232 232 DN32XDN15 2068 2068 - - 2068 1600 1600 1600 1¼x3/4 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 1¼x1 300 300 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1½x½ 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1½x3A 300 300 300 232 232 232 DN40XDN20 2068 2068 2068 1600 1600 1600 1½x1 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 - 1600 2x½ 300 300 300 232 232 232 DNJ50XDN15 2068 2068 2068 1600 1600 1600 2x°,6 300 300 300 232 232 232 DN50X20 2068 2068 2068 - 1600 1600 1600 2x1 300 300 300 232 232 232 DN50XDN25 2068 2068 2068 1600 1600 1600 2½x½ 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x3/4 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2'/2x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65XDN15 - - 2068 1600 1600 1600 300 232 232 232 DN65XDN20 - - 2068 1600 1600 1600 - 300 232 232 - 232 DN65XDN25 - - 2068 1600 1600 1600 6 Pressures listed in this chart are based upon standard wall pipe. Approved and Listed pressures may vary by pipe schedule. NOTE ' Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01: Victaulic Seal Selection Guide 29.01: Victaulic Terms and Conditions of Sale 1-100: Installation Instructions 1-922: Installation Instructions FireLockTM Outlet-T User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on WsChat. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. I I [.1 [1 I I I I I I I I I I I I I 1 I I www.anvilstar.com TM 9 ,- Ifl1tfltc?J I I I 1 I I I I I I I Fire: Products, PiVt MEFROT WeIdMiserTM Tee-Let® Welding Outlet Fittings Unified Design TIM Series Merit's Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings Merit® WeldMiserTM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: - - -- - - The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn-through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 1h/2 and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. fl General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI 131.20.1, national standard for tapered pipe threads, or ISO-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are LJLIULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® Weld-MiserTM Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify Weld-Miser TM Tee-Let® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 131.20.1, or 150-7-1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® WeldMiserTM Tee-Let®. Method No. 1 Method No. 2 Specify quantity desired followed by the part Use the following system: number shown in the 'dimensions" chart for the type and size of outlet desired. Quantity Part Number - Type Merit Steel Quantity Outlet Size Header Size Weight End Tee-Let Material Always 1 Column "A" Insert size Sch. 10 A - Female Thread order a few of Chart consolidation Standard B - Male Thread more than from Column C - Cut Groove actually "B" of chart. C/R - Roll Groove required for the job. —2— Fire Products Division I WeIdMiserTM Tee-Let® I Welding Outlet Fittings I I I I H For Fire Protection & Other Low Pressure Piping Systems Merit WeldMiserTM Tee-Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings spe- cifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee-Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-135, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI B1.20.1 or 1S07/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria de- veloped for ASME B31 piping code. lk~@ APPROVED For IistingIapproval details contact your AnvllStar Representative. H I TEE-LET WELDED iOUTLET Outlet Model iFITTING if(UL I?i MI GIIP Outlet Pipe Size (Inch) FM APPROVAL GUIDEI,uj Header Pipe Size (Inch) Rated Pressure (psig) Tee-Let Type A (F-Threaded End) 1/2,3/4,1 11/4,1½2,2½,3,4 1,8 (Sch.10, 40) 300 6 (EZ-Flow) ½-4 (Sch. 5, DynaFlow) 2 4 (EZ-Flow) 2,4 Tee-Let Type C (Grooved End) 11/4 8 11/4 8 (Sch. 10, 40) 300 2½-8 ½-4 (Sch. 5, DynaFlow) Tee-Let Type C/R (Roll _Grooved _End) 11/4 -6 11/4 8 (All Schedules) 300 Size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. FM rated working pressure when welded on Sch. 5 or non-threadable lightwall pipe is 175 psi. INJtLStar —3— Fire Products Division I I I F:] I I I I I I WeIdMiserTM Tee-Let® Welding Outlet Fittings Type A Female Threa W9_ Part Nominal Nominal Outlet Inside Make Weight u e N mb Outlet Header Length Di ameter Up Each A B C D M NPT(BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1002002 1/4X 11/4 .8 0.080 - 6K 6-200 0.04 1005012 11/4 - 1½ 1.063 0.700 0.500 0.171 - 32-40 27.0 17.8 12.7 0,08 1005015 1½-2 1.063 0.700 0.500 0.171 - ½x 13x 40-50 1 27.0 17.8 12.7 0.08 1005020 2-2½ 1.063 0.700 0.500 0.171 - 50-65 27.0 17.8 12.7 0.08 1005025 21/2 -8 1.063 0.700 0.500 0.169 - 65-200 270 178 12.7 0.08 1007012 11/4 - 11/2 1.125 0.900 0.500 0.260 - 32-40 28.6 22.9 12.7 0.12 1007015 1½ -2 1.125 0.900 0.500 0.260 - 3/4 x 19K 40-50 28.6 22.9 12.7 0.12 1007020 2-2½ 1.125 0.900 0.500 0.260 - 50-65 1 28.6 22.9 12.7 0.12 1007025 21A -8 1.125 0.900 0.500 0.256 65-200 28.6 22.9 12.7 0.12 1010012 11/4 .11A 1.250 1.145 0.500 0.331 1110012 32-40 31.8 29.1 12.7 0.15 1010015 11A -2 1.250 1.145 0.500 0.331 1110015 40-50 31.8 29.1 12.7 0.15 1010020 2 - 21A 1.250 1.145 0.500 0.320 1110020 1 x 25x 50-65 31.8 29.1 12.7 0.15 1010025 2½-3 1.250 1.145 0.500 0.314 1110025 65-80 31.8 29.1 12.7 0.14 1010030 3-4 1.250 1.145 0.500 0.309 1110030 80-100 31.8 29.1 12.7 0.14 1010050 5-8 1.250 1.145 0.500 0.291 1110050 1 125-200 31.8 29.1 12.7 0.13 1012012 1¼- 1½ 1.375 1.490 0.500 0.432 1112012 32-40 34.9 378 12.7 .019 1012015 1½-2 1.375 1.490 0.500 0.421 1112015 40-50 34.9 378 1 12.7 .019 1012020 2 - 21A 1.375 1.490 0.500 0.421 1112020 1¼x 32x 50-65 34.9 37.8 12.7 .019 1012025 2½-3 1.375 1.490 0.500 0.411 1112025 65-80 34.9 378 12.7 .019 1012030 3-4 1.375 1.490 0.500 0.389 1112030 80-100 34.9 378 12.7 .018 1012050 5 -8 1.375 1.490 0.500 0.389 1112050 1 125-200 34.9 378 1 12.7 .018 1015015 1½ 1.625 1.610 0.875 0.477 1115015 40 41.3 40.9 22.2 .022 1015020 2 1.625 1.610 0.875 0.477 1115020 11x 50 41.3 40.9 22.2 .022 1015025 21/2 1.625 1.610 0.875 0.477 1115025 65 41.3 40.9 22.2 .022 1015030 40x 3-4 1.625 1.610 0.875 0.477 1115030 80-100 41.3 1 40.9 1 22.2 1 022 1015040 4 1.625 1.610 0.875 0.477 1115040 1 100 41.3 40.9 22.2 .022 1015050 5-8 1.625 1.610 0.875 0.477 1115050 125-200 41.3 40.9 22.2 .022 Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C D M NPT(BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1020020 2 1.750 2.067 0.875 0.857 1120020 50 44.5 52.5 22.2 0.38 1020025 21/2 1.750 2.067 0.875 0.829 1120025 65 44.5 52.5 22.2 0.38 1020030 3 1.750 2.067 0.875 0.829 1120030 2x 80 44.5 52.5 22.2 0.39 1020040 4 1.750 2.067 0.875 0.800 1120040 50x 100 44.5 52.5 22.2 0.36 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 0.34 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.743 1120080 200 44.5 52.5 22.2 0..34 1025025 2½ 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 0.55 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 2½ X 65K 100 54.0 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 052 1025060 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.7 28.6 0.52 1025080 8 2.215 2.469 1.125 1.150 1125080 200 54.0 62.7 28.6 0.52 1030030 3 2.500 3.068 1.500 1.750 - 80 63.5 779 38.1 0.79 1030040 4 2.500 3.068 1.500 1.700 - 3 x 100 63.5 77.9 38.1 0.77 1030050 5 2.500 3.068 1.500 1.700 - 80K 125 63.5 779 38i 0.77 1030060 6 2.500 3.068 1.500 1.650 - 150 63.5 779 38.1 0.75 1030080 8 2.500 3.068 1.500 1.650 - 200 63.5 779 38.1 0.75 1040040 4 3.000 4.026 2.000 3.000 - 100 76.2 102.3 50.8 1.36 1040050 5 3.000 4.026 2.000 2.900 - 4x bOx 125 76.2 102.3 50.8 1.32 1040060 6 3.000 4.026 2.000 2.800 - 150 76.2 102.3 50.8 1.27 1040080 8 3.000 4.026 2.000 2.800 - 200 76.2 1 102.3 50.8 1.27 Note: Part #1002002 is not UL Listed or FM Approved. All size-on-size (i.e. 2 X 2) Tee-Lets are not FM Approved. ALtr Fire Products Division Type B Type C Male Thread Cut Groove Standard Weight Standard Weight E LET',. MENSI ONSllIu1iilllI SIZES rmiiV1 Male Thread Cut Groove Nominal Outlet Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness Std Wt Std. Wt. A B C D E F NPT (BSPT) NPT (BSPT) ln.(mm) In. (MM) In. (mm) In. (mm) In. (mm) In. (mm) 1310012 2010012 1¼-1½ 3 1.049 1.315 0.133 32-40 80 26.6 33.4 3.4 1310015 2010015 11/2 -2 3 1.049 1.315 0.133 lx 40-50 80 26.6 33.4 3.4 1310020 2010020 2-21/2 3 1.049 1.315 0.133 25x 50-65 80 26.6 33.4 3.4 1310025 2010025 21/2 -4 3 1.049 1.315 0.133 65-100 80 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125-200 80 26.6 33.4 3.4 1312012 2012012 11/4 3 1.368 1.660 0.140 32 80 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 11/4 x 40 80 34.7 42.2 3.6 1312020 2012020 2- 21A 3 1.368 1.660 0.140 32x 50-65 80 34.7 42.2 3.6 1312025 2012025 3-4 3 1.368 1.660 0.140 80-100 80 34.7 42.2 3.6 1312050 2012050 5-8 3 1.368 1.660 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 1½ 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 1½x 50 80 40.9 48.3 3.7 1315025 2015025 2½ 3 1.610 1.900 0.145 40x 65 80 40.9 48.3 3.7 1315030 2015030 3-4 3 1.610 1.900 0.145 80-100 80 40.9 48.3 3.7 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 80 40.9 48.3 3.7 1320020 2020020 2 3 2.067 2.375 0.154 50 80 52.5 60.3 3.9 1320025 2020025 21/2 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50x 100 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 80 52.5 60.3 3.9 1320060 2020060 6 3 2.067 2.375 0.154 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 200 1 80 52.5 1 60.3 1 3.9 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shaDe on a civen Tee-Let is made to fit oerfectiv on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately ½z' will appear along the longitudinal centerline of the header. For example, a lx 2 - 21,, Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2' header size listed, while leaving a 142" gap along the longitudinal centerline of the 21h" size. If a perfect fit is required for a 214 header pipe, then a 1" x 21/t - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. iWLStar -5- Fire Products Division I I I I I I I I I I I I I I I I 1 I I Iii; WeIdMiserTM Tee-Let® Welding Outlet Fittings 10, WeIdMiserTM Tee-Let® Type B Male Thread Welding Outlet Fittings Standard Weight Type C Cut Groove Standard Weight Type C/R Roll Groove Schedule 10 Cut Nominal Nominal Outlet Inside Diameter - D Outside Wall Thickness - F Male Thread Groove Std. Roll Groove 10 Outlet Header Length Standard Schedule Diameter Standard Schedule Wt. A B C Weight 10 E Weight 10 NPT(IS0-7-1) NPT(IS0-7-1) NPT(ISO-7-1) In. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) In.(mm) In.(mm) 1325025 2025025 2225025 2½ 3 2.469 2.635 2.875 0.203 0.120 2125025 65 80 62.7 67.0 76.2 5.0 3.0 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 80 80 62.7 67.0 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 2125035 2½x 65x 100 80 62.7 67.0 76.2 5.0 3.0 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 2125050 125 80 62.7 67.0 76.2 5.0 3.0 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 2125060 175 80 62.7 67.0 76.2 5.0 3.0 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 2125080 200 80 62.7 67.0 76.2 5.0 3.0 1330030 2030030 2230030 3 3 3.068 3.260 3.500 0.216 0.120 80 80 78.0 83.0 88.0 5.0 3.0 1330035 2030035 2230035 31/3 3 3.068 3.260 3.500 0.216 0.120 85 80 78.0 83.0 88.0 5.0 3.0 1330040 2030040 2230040 4 3 3.068 3.260 3.500 0.216 0.120 3x BOx 100 80 78.0 83.0 88.0 5.0 3.0 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 125 80 78.0 83.0 88.0 5.0 3.0 1330060 2030060 2230060 6 3 3.068 3.260 3.500 0.216 0.120 150 80 78.0 83.0 88.0 5.0 3.0 1330080 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 200 80 78.0 83.0 88.0 5.0 3.0 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 100 100 102.0 108.0 114.0 6.0 3.0 1340050 2040050 2240050 5 4 4.026 4.260 4.500 0.237 0.120 4x bOx 125 100 102.0 108.0 114.0 6.0 3.0 1340060 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 150 100 102.0 108.0 114.0 1 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 100 102.0 108.0 114.0 6.0 3.0 - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 150x 150 100 155.0 161.5 168.3 7.1 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 200 100 155.0 161.5 168.3 7.1 3.0 - 2080080 - 8x 8 4 7.981 8.329 1 8.625 0.322 0.148 ___________ 200x 200 1 00 1 203.0 212.0 213.0 8.0 1 3.0 Note: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape on a given Tee-Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/32" will appear along the longitudinal centerline of the header. For example, a 1 x 2 - 21& Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2 header size listed, while leaving a 1/32" gap along the longitudinal centerline of the 21A" size. If a perfect fit is required for a 21& header pipe, then a 1" x 21/t - 3 Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6- A-U&L0= ter- 11 Fire Products Division I 2.650'- '0 (4 a' - 2.820 - .325-Il- 2° Merit Weld-Miser 2° Competitive Tee-Let Fitting I Threading Practice u1 WeldMiserTM Tee-Let® 11 Effective Thread L2 Wreml Hand Vanish Threads V Male Pipe Heritlee-Let rrr Pitch Uno_\ rTIT epered hPe eratdres 1. Foe ci thread leaving a fulty Formed te,rrde thread. MERIT NPT THREAD FORM Papa Installation Welding Outlet Fittings El s==J trurcatiorror L3 threads. STANDARD NPT THREAD NPT TAPERED PIPE TH AI Drop Nipple Li 13 Total 12 or Tee-Let Hand Tight Wrench Tight Li - 13 Effective Outlet Size ni Threads In.(mm) In. Threads 'jqJ Threads Fj Threads 'jpjj Threadsi ½° 0.320 448 0.214 3.00 0.534 0.534 7.48 7.47 15 81 13 _.LJ_ ~ _ 0.339 0.214 300 0.553 7.75 74 20 86 5.4 14.0 1 0.400 0.261 3.00 0.661 7.60 0;67. 25 618 11/4 0.420 483 0.261 300 0.681 7.83 0.707 813 32 LQL - iL2 1½ 0.420 0.261 3.00 0.697 7.83 078 832 40 _ 1QL 2' 0.436 0.261 3.00 0.706 8.01 0.757 810 50 _ LLL 6.6 179 122 2½' 0.682 0.250 2.00 0.932 7.46 1.138 9W 65 17.3 _d_ _2L 28.9_ 3 0766 6W 0.250 2 1.016 8W 1.200 960 80 6A - 258 - 4 0.844 _ 675 0.250 200 1.094 8.75 1.300 33 40 100 21.4 - Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities require domestic content for fire sprinkler systems. Merit® Tee-Lets® meet these requirements. The need to maintain dual inventories; one domestic; one import is eliminated. Tee-Let® thread form is consistent with Aeronautical National Form (ANPT) AS71051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes Tee-Lets more forgiv- ing of field cut threaded pipe that may only marginally conform to the specification. Fewer leaks translate into lower costs. Ease of Installation Merit Manufacturing Tee-Lets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. Tee-Lets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 1½ and larger Type A female threaded and Type C grooved Tee-Lets require the same hole size for installation. This re- sults in fewer change overs when installed using automatic welders. [1 I I I I Il-i Welding Practice When measured with respect to linear inches of weld required for installation, Tee-Lets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Type A Tee-Lets has been reduced so that the wall thickness more nearly matches the header or branch line pipe wall thickness. Therefore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for Tee-Lets than most other fittings. Typically, Tee-Lets re- quire one-weld pass for attachment. TjT1II]li[lPRACTICEt Outlet MERIT WELD-MISER TEE-LET COMPETITIVE FITTING WELD VOLUME* LINEAR WELDING WELD VOLUME" LINEAR WELDING Size In. (mm) Cross Sec. Area %Iess In. (mm) %Iess Cross Sec. Area %more In. (mm) %!ess 1° 0.051 sq. in. 2.48 0.058 sq. in. 2.48 12% 0% 12% 0% 25 32.9 sq mm 62.9 37.4 sq mm 62.9 11/4' 0.032° 2.88 0.063 3. 01 48% 4% 48% 4% 32 20.6 73.1 40.6 76.4 1½' 0.036' 3.12 0.060 3. 46 40% 10% 40% 10% 40 1 23.2 1 79.2 38.7 __ 87.8 2° 0.040 3.77 0.106 4.41 62% 15% 62% 15% 50 25.8 95.7 68.3 112.0 Iw Star -7- Fire Products Division I I I I I I I I PA!!! WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings Recommended Installation Procedures Merit Weld-Miser Tee-Let Welding Outlet Fittings are LI designed and manufactured to reduce the cost of installa- tion from both the standpoint of labor required and energy consumed. In addition, by following the recommended in- stallation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or sub- sequent to attachment of the Tee-Let. One advantage of cutting the hole after welding is that the pipe is left intact during welding thereby reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Note that the same hole diameter for a given outlet size is required for both Type A and Type C Tee-Lets 1-1'/2 larger. Recommended Welding Procedures Merit Weld-Wiser Tee-Lets are designed to be installed on standard weight or light weight pipe with one weld pass on Type A outlet sizes from /2" through 2/2" inclu- sive, and on Type C outlet sizes through 4. Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat setting can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. Merit Tee-Lets are manufactured from continuous cast aluminum killed steel with a carbon range of from 0.05 to 0.25. Merit specifies that residuals, such as chrome, nickel and other metals resident in the scrap used for production of the steel be reported and kept to a minimum. On the other hand, certain grades of carbon steel pipe are manufactured from skelp whose chemical composition is not speci- fied. When the metal inert gas shield (MIG) welding process is employed, certain residuals may cause excessive porosity, spatter or lack of penetration. Specifically, gases released during the welding process do not escape before the molten puddle sets up. When porosity or lack of penetration occurs, one approach is to slightly increase the heat in order to give the gases time to escape from the puddle. A flux cored wire can also be used. This wire contains scavengers which allow gases in the molten weld puddle to escape before the weld solidifies.The following recom- mended settings for welding therefore may need to be adjusted slightly higher if any of the above mentioned adverse conditions exist. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Tee-Let. Excessive heat may cause the wrench tight threads (those in the bottom of the Tee-Let near the weld zone) to distort while also causing the branch pipe to bend. It should be noted that Merit Tee-Lets have been subjected to exhaustive testing and evaluation, and only negli- gibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. ill Outlet A B Size In/mm In/mm In./mm 1/2 ¼ 3A6 13 7 5 3/4 /4 '/16 19 7 5 1 1/4 25 7 5 1V4 1/4 /l6 31 7 5 1V2 V26 1/4 38 8 7 2 '/26 /4 50 8 7 2½ 'A6 ¼ 63 8 7 3 75 10 5 4 100 10 5 Tee-Let Size Type ' Recommended Hale Size In/mm In/mm Type 5/4 13 16 3/4 Type 19 22 1 Type 1¼ 25 28 11/4 Type 1½ 31 38 1¼ Type 31 35 1½ Type AorC 1% 38 41 2 Type AorC 2 50 50 21/2 Type AorC 2/i, 63 61 3 Type AorC 3 75 75 4 Type AorC 4 100 100 Holes may be cut employing mechanical means—including hole sawing, mechanical flame cutting (oJ-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit offers a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. 1/2, % & 1 Outlet —8 &—o-ALatmr, N — Fire Products Division I I Merit assumes no liability for any consequential damages resulting from the improper use of its Tee-Let Welding Outlet Fittings, nor for any recommendations made with respect to installation procedures. Shielding Gas Flow (FOR ALL SIZES) 20-25 CFH CO2 - Deeper penetration, faster welding, low cost. 25% - Argon, 75% - CO2, Recommended for .134 wall and lighter, high welding speeds without melt through, minimum distortion and spatter, good penetration. I I1 WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings RECOMMENDED111IJI1llIi[eIzIFOR MICROWIRE WELDINGIIiIi1**1 CONTINUED I,Iiu NEXT I_e1 Header Size Pipe Wall Thickness Tee-Let Types A, B, C Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed In/mm 10.110M In 1mm AMPS-DC PUS. IPM IPM 0.035 100-130 16-20 210 25-30 0.065 13-50 21/2-4 0.035 115-150 17-21 270 20-25 2 11A.2 63-100 31-50 1,5.2 0.035 110-140 18-22 220 25-30 0.109 13-50 2/2 .4 0.035 120-160 19-22 290 20-25 3 63-100 0.035 110-140 17-20 210 20-25 0.083 13-50 21/2 .4 0.035 120-150 17-20 270 20-25 2.5 2!/2-4 63-100 4-2 0.035 120-160 19-22 290 20-25 63-100 0.120 13-50 21,4-4 0.035 130-160 19-22 240 20-25 3 63-100 1/2 2 0.035 120-150 17-20 210 20-25 0.109 13-50 21/2 -4 0.035 130-150 18-20 270 15-20 3 63-100 1,5-2 0.035 130-160 19-22 290 20-25 5-6 125-150 13-50 21/2 -4 0.035 140-160 20-22 270 15-20 0.134 3.5 63-100 21/2 .4 0.045 180-205 20-24 245 27-32 63-100 1,4 -2 0.035 120-150 17-20 240 20-25 13-50 2Y2-4 0.035 130-150 18-20 260 15-20 0.109 3 63-100 24-4 0.045 170-220 18-22 290 12-18 8 63-100 1,52 0.035 130-160 19-22 240 20-25 200 13-50 0.148 21,5.4 0.035 140-160 20-22 260 15-20 3.5 63-100 2Y2-4 0.045 180-225 20-24 290 12-18 63-100 I INitLStar —9— Fire Products Division I I I I I I I I I I I I I I N Pr Corporate Offices 3) LJI !7U 110 Corporate Drive, Suite 10 • P.O. Box 3180 Portsmouth, NH 03802-3180 Tel: 603-422-8000 • Fax: 603-422-8033 INTERNATIONAL, INC. E-mail address - Webmaster@anvilintl.com www.anvilinti.com For Sales and Service Information Contact the Regional Service Center Nearest You or Visit Our Website at www.anvilstar.com U.S. Regional Service Centers NORTHEAST REGION Servicing: Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, East Pennsylvania, Rhode Island, Vermont, Virginia 2530 Pearl Buck Road Bristol, PA 19007 Tel: 215-788-4056 ° Fax: 215-788-4475 Toll Free: 1-800-451-2935 MIDWEST REGION Servicing: Illinois, Indiana, Iowa, Kansas, Kentucky, Michigan, Minnesota, Missouri, Nebraska, North and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin 750 Central Avenue University Park, IL 60466 Tel: 708-534-1414 ° Fax: 708-534-5441 Toll Free: 1-800-301-2701 SOUTHERN REGION Servicing: Alabama, Arkansas, Colorado, Florida, Georgia, Louisiana, Mississippi, New Mexico, North and South Carolina, Oklahoma, Tennessee, Texas, Wyoming 1313 Avenue R Grand Prairie, TX 75050 Tel: 972-343-92060 Fax: 972-641-8946 Toll Free: 1-800-451-4414 WESTERN REGION Servicing: Alaska, Arizona, California, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington 1385 Greg Street Sparks, NV 89431 Tel: 775-331-70290 Fax: 775-331-5075 Toll Free: 1-800-572-0051 EUROPE & MIDDLE EAST REGION Rick van Meesen, Business Director the Netherlands Tel: +3153 5725570 Fax: +31 53 5725579 U.S. Customer Service Tel: +1708 534 1414 LATIN AMERICA, PUERTO RICO & MEXICO Art Gutierrez, Sales Manager Tel: 813-300-3721 U.S. Customer Service Tel: 708-534-1414 0 Fax: 708-534-5441 Z ~L! W-10, L a ~:; a) P TM Fire Products Division of Anvil® International ANVILSTAR CUSTOMER SERVICE CENTER Tel: 708-534-1414 o Fax: 708-534-5441 Toll Free: 1-800-301-2701 #327/ Printed in USN RPI / 2.5M / 4.05 / ©2005 Anvil International, Inc. I I I Cast Iron Threaded Fittings I I I I I I I I I I I I I I I 1 I , SMITH.,,COOPE R: I N T E R N A T 1 0 N A L Ca Iron 7hireaded 1FRUngo ______ - -- I [LSfffc1ficafion-s I branded cast iron threaded fittings are UL Listed and FM Approved at 300psi Rated to 125# WSP Casting date on each fitting cus I Grey iron castings conform to ASTM A126 LISTED Cast iron fitting dimensions conform to ASME B16.4 Class 125 IF NPT threads on fittings conform to ASME B1.20.1 <S> APPROVED Cast iron fittings have SCI Trademark and are 100% air tested Manufacturing facility is ISO 9001:2008 and ISO 14001 1 El El I Fig. 37RE1 - 900 Reducing Elbow Size IN Part Number A IN B IN Packing Weight LB Inner Master lx 1/2 37RE1010004 1.36 1.26 50 100 0.5 1 x3/4 371RE1010006 1.45 1.38 40 80 0.7 1-1/4x 1/2 37RE1012004 1.53 1.34 32 64 0.8 1-1/4x3/4 37RE1012006 1.63 1.45 28 56 0.9 1-1/4x1 37RE1012010 1.67 1.58 25 50 1.0 1-1/2x 1/2 37RE1014004 1.75 1.52 25 50 1.0 1-1/2x3/4 37RE1014006 1.75 1.52 20 40 1.1 1-1/2x1 37RE1014010 1.80 1.65 18 36 1.3 1-1/2x 1-1/4 37RE1014012 1.88 1.82 14 28 1.5 2x 1/2 37RE1020004 1.97 1.60 15 30 1.4 2x 3/4 37RE1020006 1.97 1.60 15 30 1.6 2 x 1 37RE1020010 2.02 1.73 12 24 1.8 2x1-1/2 1 37RE1020014 1 2.16 2.02 10 20 2.3 I I • ..• :- --% I I Fig. 37F 1-45° Elbow Size IN Part Number A IN Packing Weight LB Inner Master 1 37F 1010 1.26 40 80 0.7 1-1/4 37F 1012 1.29 22 44 1.2 1-1/2 37F 1014 1.44 16 32 1.5 2 37F 1020 -. 1.69 1 8 16 2.6 Fig. 37T1 -Tee Size I_IN Part Number A IN Packing Weight LB Inner Master [ _1/2 3711004 1.13 60 120 0.4 _3/4 3711006 1.31 30 60 0.7 1 3711010 1.50 20 40 1.1 L_1-1/4 1 37T1012 1 1.75 12 24 1 1.8 1-1/2 3711014 1.94 8 16 2.4 2 37T1020 2.25 5 10 3.8 I I I I Size IN Part Number A IN Packing Weight LB Inner Master 1x1/2 37RC1010004 1.69 60 120 0.5 1_1x3/4 37RC1010006 1.69 50 100 0.6 I2x1 (not hex) 37RC1020010 2.81 16 32 1.5 I I I I I APPROVED Fig. 37E 1_900 Elbow LISTED Size IN Part Number A IN Packing Weight LB Inner Master 1/2 37E 1004 1.13 90 180 0.3 3/4 37E 1006 1.31 50 100 0.5 1 37E 1010 1.50 35 70 0.8 1-1/4 37E 1012 1.75 20 40 1.3 1-1/2 37E 1014 1.94 15 30 1.7 2 37E 1020 2.25 7 14 2.7 2-1/2 1 37E 1024 1 2.70 1 4 8 4.3 A Al J Fig. 37RC1 -Hex Coupling I 97 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com &L us <~> APPROVED Fig. 37RT1 -Reducing Tee LISTED Size IN Part Number A IN B IN C IN Packing Weight LB Inner Master 1 x 1/2 37RT1010004 1.26 1.26 1.36 25 50 0.9 1x1/2x1 37RT1010004010 1.50 1.36 1.50 24 48 0.9' 1 x3/4 37RT1010006 1.38 1.38 1.45 22 44 1.0 1x3/4x1 37R11010006010 1.50 1.45 1.50 20 40 1.0 1 x 1-1/4 37R11010012 1.67 1.67 1.58 15 30 1.4 1-1/4x1/2 37RT1012004 1.34 1.34 1.53 18 36 1.3 1-1/4x1/2x1-1/4 37R11012004012 1.75 1.53 1.75 18 36 1.4 1-1/4x3/4 37R11012006 1.45 1.45 1.62 15 30 1.4, 1-1/4x3/4x1-1/4 37R11012006012 1.75 1.62 1.75 15 30 1.5 1-1/4x 1 37R11012010 1.58 1.58 1.67 15 30 1.6 1-1/4x1x1/2 37RT1012010004 1.34 1.26 1.53 20 40 1.1 1-1/4x1x 3/4 37RT1012010006 1,45 1.38 1.63 16 32 1.2 1-1/4x1x1 37R11012010010 1.58 1.50 1.69 15 30 1.4 1-1/4xlxl-1/4 37RT1012010012 1.75 1.69 1.75 12 24 1.6 1-1/4x1x1-1/2 37R11012010014 1.88 1.80 1.82 12 24 1.8 1-1/4x1-1/2 37R11012014 1.88 1.88 1.82 10 20 2.0 1-1/2x1/2 37RT1014004 1.41 1.41 1.66 12 24 1.6 1-1/2x1/2x1-1/4 37R11014004012 1.81 1.56 1.88 12 24 1.7 1-1/2x1/2x1-1/2 37R11014004014 1.94 1.66 1.94 12 24 1.8 1-1/2x3/4 37RT1014006 1.52 1.52 1.75 12 24 1.8 1-1/2x3/4x1-1/4 37R11014006012 1.94 1.66 1.88 12 24 1.7 1-1/2x3/4x1-1/2 37R11014006014 1.94 1.75 1.94 12 24 1.9 1-1/2x1 37RT1014010 1.65 1.65 1.80 10 20 1.9 1-1/2x1 x1/2 37R11014010004 1.44 1.25 1.69 18 36 1.3 1-1/2x1 x 3/4 37R11014010006 1.50 1.44 1.75 15 30 1.4 1-1/2x1 x 37R11014010010 1.65 1.50 1.80 12 24 1.6 1-1/2x1x1-1/4 37R11014010012 1.82 1.67 1.88 10 20 1.8 1-1/2x1x1-1/2 37RT1014010014 1.94 1.80 1.94 8 16 2.1 1-1/2x1-1/4 37R11014012 1.82 1.82 1.88 8 16 2.2 1-1/2x1-1/4x112 37RT1014012004 1.41 1.34 1.66 15 30 1.5 1-1/2x1-1/4x3/4 37R11014012006 1.52 1.45 1.75 12 24 1.6 1-1/2x1-1/4x1 37RT1014012010 1.65 1.58 1.80 12 24 1.8 1-1/2x1-1/4x1-1/4 37RT1014012012 1.82 1.75 1.88 10 20 2.1 1-1/2 x 1-1/4x 1-1/2 37RT1014012014 1.94 1.88 1.94 8 16 2.3 1-1/2x 1-1/4x2 37RT1014012020 2.16 2.10 2.02 6 12 2.7 1-1/2x2 37R11014020 2.16 2.16 2.02 5 10 2.9 2x1/2 37RT1020004 1.49 1.49 1.88 8 16 2.6 2x3/4 37RT1020006 1.60 1.60 1.97 8_ 16 2.6 2 x 1 37R11020010 1.73 1.73 2.02 6 12 2.9 2 x 1 x 2 37RT1020010020 2.25 2.02 2.25 5 10 3.1 2x1-1/4 37R11020012 1.90 1.90 2.10 5 10 3.2 2x1-1/4x2 37RT1020012020 2.25 2.10 2.25 5 10 32 2x1-1/2 37RT1020014 2.02 2.02 2.16 5 10 3.3 2x1-1/2x1/2 37R11020014004 1.49 1.41 1.88 8 16 2.1 2x1-1/2x3/4 37RT1020014006 1.60 1.52 1.97 8 16 2.2 2x1-1/2x1 37RT1020014010 1.73 1.65 2.02 8 16 2.4 2x1-1/2x1-1/4 37R11020014012 1.90 1.82 2.10 7 14 2.7 2x1-1/2x1-1/2 37RT1020014014 2.02 1.94 2.16 7 14 29 2 x 1-1/2 x 2 37R11020014020 2.25 2.16 2.25 5 10 3.4 2x2-1/2 37RT1020024 2.60 2.60 2.39 3 6 4.6 0 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 98 I Victaulic FireLockTM Innovative Groove System I IGSTM I for 17DN25 Sprinkler Pipe I IGS TM \/tauIic 10.54 I Pa 4 No. 142 Style 922 Style 920N No. 101 Style 108 No. 102 Style 115 Welded Outlet Outlet-T Mechanical-T Outlet Installation-Ready- I nstallation-Ready' ristallation-Ready" OGS x IGS 90" Elbow Tee Reducing Coupling I _ I No. 148 Sprinkler No. 65 No. 144 No. 145 Female NPT No. 147 No. 143 No. 140 Reducer, NPT or Grooved End OGS x IGSTM Grooved or BSPT Threaded x Back-To-Back Close Nipple Male NPT or BSPT BSPT sprinkler outlet of Run Fitting Concentric Reducer Groove 90" Elbow sprinkler tee Threaded x Groove Adapter No. 141 No. 146 Cap WB-1 NAP-1 RG2100 Roll VicFlex'' Series VicFlex Series I Female NPT or BSPT lGS' Weld lGS" Weld Grooving Tool AH2-CC Braided AH1-CC Braided Threaded x Groove Plunger Cone Plunger Cone Flexible Hose Flexible Hose Adapter with Captured with Captured Coupling (Refer to Coupling (Refer to publication 10.85) publication 10.95) 1.0 PRODUCT DESCRIPTION I Pipe Material Carbon steel, Schedule 10, Schedule 40. For use With alternative materials please contact Victaulic. I Maximum Working Pressure Up to 365 psi12517 kPa/25 bar Pipe Preparation Cut (Sch. 40) or roll (Sch. 10 or Sch. 40) grooved in accordance with publication 25.14: Victaulic IGS Groove Specifications. RG2100 Grooving Capability I . 1"/DN25 Workstation designed to cut, ream and form a roll groove on carbon steel, Sch. 10 or Sch. 40 pipe. This tool has a minimum pipe length requirement of 41/27114 mm. I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph I Submitted By Date Approved Date I victaulic.com 10.54 10161 Rev G updated 04/2020 © 2020 Victaulic company. All rights reserved. 1 ictaulic victaulic.com 2.0 CERTIFICATION/LISTINGS cus c 1LPCB rVd S] To C€W.fll NOTES Approvals listed above do not apply to the RG2100 Roll Grooving Toot, and the WB-i and NAP-1 IGS' Weld Plunger Cones. 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: O Orange enamel O Red enamel (Europe) O Optional: Hot dipped galvanized Gasket: O Victaulic Grade "E" EPDM (Type A) VicPIusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. NOTES: Reference should always be made to publication 1-100, Victaulic Field Installation Handbook for gasket lubrication instructions. Services listed are General Service Guidelines only, It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: 0 Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type Ill Finish No. 140, 141, 142, 143, 144, 148: Carbon steel meeting the chemical and mechanical property requirements of ASTM A53 Grade A, Type E or S No. 65, 145, 146, 147: Ductile iron conforming to ASTM A536, Grade 65-45-12 No. WB-1: Steel Alloy No. NAP-1: Aluminum Alloy RG2100 Roll Grooving Tool: Required Power Supply: Power Drive with Foot Switch (½ HP, Universal reversible motor, single-phase, 25-60 HZ) Accessories/Components: O Tool head assembly 0 Carriage assembly - accepts RG2100 tool head assembly, Standard Cutter, Standard Reamer and Standard Lever 10.54 10161 Rev G updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 2 i4'tuiic victaulic.com 4.0 DIMENSIONS No. 142 Welded Outlet Actual Inside Nominal Outside Diameter Diameter Weight inches DN inches mm 1.0. E to E Approximate (Each) Run x Branch Run x Branch inches mm inches mm lb kg 11/4 - 1 ½ 1 1.660 - 1.900 1.049 1.00 0.2 DN32- 0N40 42.4-48.3 26.6 25.4 0.1 1.049 1.00 0.2 11/2 -2 1.900-2.375 DN40 - DN50 48.3-60.3 26.6 25.4 0.1 1.049 26.6 1.00 25.4 0.2 0.1 2-21/2 1 DN50 - DN65 x DN25 2.375-3.000 1 1.315 60.3-76.1 33.7 1.049 1.00 0.2 21/2 -3 2.875 - 3.500 DN65 - DN80 73.0-88.9 26.6 25,4 0.1 1.049 1.00 0.2 1 3.500 -4.500 DN80- DN100 j 88.9-114.3 26.6 25.4 0.1 4.1 DIMENSIONS Style 922 Outlet-I Vs wi Size Bolt/Nut Actual Nominal Outside Diameter Minimum Hole Maximum inches inches Diameter/Hole Hole Diameter/ DN mm Size Saw Size Hole Saw Size Y Run x Branch Run x Branch inches inches inches inches Qty. mm mm mm mm 1¼ 1 1.660 1 II6 1 ¼ 4.13 ¼ x 1 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 3 ctaullicr I I I 1 I I I I I I I I I I I I I I I . Dimensions Weight Approximate V W Z (Each) inches inches inches lb mm mm mm kg 1.98 1.10 2.70 1.1 42.41 30.0 32.0 - 105.0 - 50.3 27.9 68.6 0.5 1 3A6 1 ¼ 4.25 2.11 1.22 2.70 1.2 1½ 1.900 DN40 48.3 2 3/8 x13/8 30.0 32.0 108.0 53.6 31.0 68.7 0.5 1 /16 1 ¼ 4,75 2.34 1.46 2.56 1.2 1 23751 1.315 DN25 60.3 j 337 __ /8 x 1 3/ 30.0 32.0 120.6 59.4 37.1 65.1 0.5 1 /16 1 ¼ 5.50 2.67 1.71 2.56 1.6 2½ 2.875 73.0 2 3/8x13/8 ______ 30.0 32.0 139.7 67.8 43.4 65.1 0.7 iIi 1 /16 1 ¼ 5.52 2.75 1.71 2.56 1.7 76.1 1 30.0 32.0 - 140.3 69.8 43.4 65.1 0.8 victaulic.com 4.2 DIMENSIONS Style 920N Mechanical-I Outlet Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximium inches inches Diameter/Hole Hole Diameter! Approximate DN mm Size Saw Size Hole Saw Size V V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 3 I 3.500 1½ 1 1/8 6.42 3.12 2.28 2.75 2.7 DN8O] 1 88.9 1 1,315 2 ½x2~ 38.1 41.0 163.0 79.2 57.9 69.9 1.2 ______ 4 DN25 _______ 4.500 33.7 1½ 15/8 186.6 3.62 2.69 2.75 3.0 DN100 114.3 2 ½x2~ 38.1 41.0 7.35 91.9 68.3 69.10 1.4 4.3 DIMENSIONS No. 101 Installation-Ready 90° Elbow - C to E - IF Pre-Assembled Assembled NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to ubIication 10.65 for the Style V9 sprinkler coupling. Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to E B Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm kg 1 1.315 3/8x2 1.25 2.13 4.25 2.75 2.75 2.2 DN25 33.7 M10x50 32 54 108 70 70 1.0 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 ___________ victaulic.com 4.4 DIMENSIONS Style 108 Installation-Ready Rigid Coupling Preassembled Assembled Pipe End Size Separation' Bolt/Nut Dimensions Weight Actual Pre-Assembled Assembled Outside Approx Nominal Diameter Allowable Qty. Size YL YB X Z YL YB X Z (Each) inches inches inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm mm mm kg 1 1.315 0.14 3/8 x2 1.66 2.17 2.58 1.43 1.61 2.29 2.27 1.43 1.5 DN25 33.7 3.6 1 - M10x50 42.2 L55.2 _65.5 36.3[ 41.0 58.2 57.5 36.3 0.7 I The allowable pipe end separation dimension shown is for system layout purposes only. FireLocklM Style 108 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 4.5 DIMENSIONS No. 102 Installation-Ready Tee C Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to B C to R D Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm kg 1 1.315 3/8 X2 1.25 2.13 2.13 4.13 2.75 2.75 3.0 DN25 33.7 - M10x50 32 54 54 105 70 70 1.4 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. I I I I 1 I I I I I LII I I 1 1 I I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victautic.com 5 \JtauIic. victaulic.com 4.6 DIMENSIONS Style 115e ras A IGS Reducing Cuupling Y Pre-Assembled Assembled Pipe End Dimensions Pre-Assembled Assembled Size Separation2 Bolt/Nut Weight Actual Approximate Nominal Outside Diameter Allowable Qty. Size X V Z X V Z (Each) inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm I kg 1¼ 1.660 0.14 %x2 3.13 4.75 1.75 2.63 4.75 1.75 1.9 DN32 1 42.4 J 1.315 3.6 2 - M10x50 79 121 44 67 121 44 0.9 1½ DN25 1.900 33.7 0.14 3,€x2 3.25 4.88 1.75 2.88 4.88 1.75 2.1 DN4O 48.3 3.6 2 - M10x50 83 124 44 73 124 44 0.9 2 The allowable pipe end separation dimension shown is for system layout purposes only. FireLock Style 115 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 3 3 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 6 jtiuIic fl victaulic.com I 4.7 DIMENSIONS No. 148 Sprinkler Reducer E to E LL, Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN DN kg 3 1 1.315 ½ 34 0.4 76 0N25 33.7 DN15 DN20 0,2 3.5 1 1.315 ½ 34 0.5 89 DN25 33.7 DN15 DN20 0.2 4 1 1.315 ½ 3/4 0.6 102 DN25 33.7 DN15 DN20 0.3 4.5 1 1.315 ½ 3/4 0.6 114 DN25 33.7 DN15 DN20 0.3 5 1 1.315 ½ 3/4 0.7 127 DN25 33.7 DN15 0N20 0.3 5.5 1 1.315 ½ 3/4 0.8 140 DN25 33.7 DN15 DN20 0.3 6 1 - 1.315 ½ '/4 0.8 152 DN25 33.7 0N15 DN20 . 0.4, 12 1 1.315 ½ 3/4 1.7 305 DN25 33.7 DN15 DN20 0.8 18 1 1.315 ½ 3/4 2.5 457 DN25 33.7 DN15 DN20 1.1 24 1 1.315 ½ 3/4 3.4 610 DN25 33.7 DN15 DN20 1.5 30 1 1.315 ½ - 3/4 4.2 762 DN25 33.7 DN15 D 2O 1.9 NOTE NPT or BSPT available It is acceptable to cut and groove any No. 148 longer than 6"/152mm. The minimum allowable cut length is 67152mm for a No. 148. No. 148 Doublc Ended Sprinkler Reducer P E to 0 LLJ Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN DN kg 36 1 1.315 ½ 3/4 5.0 914 0N25_ 33.7 DN15 DN2O 2.3 NOTE 36/914mm size features sprinkler outlet on both ends for field fabrication. I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 I [1 I I I I I I I I I I I I I I i victauiic.com 4.8 DIMENSIONS No. bb IGS Grooved End of Run Fitting C to E Size Dimensions Weight Actual Approximate Nominal Outside Diameter C to E (Each) inches inches inches lb DN mm mm kg 11/4 1.660 1.88 0.7 DN32 42.4 48 0.3 2.00 0.8 1 ½ 1.900 DN40 48.3 51 0.4 2.25 57 1.2 0.5 2 ] 1 DN50J DN25 2.375 1.315 _60.3 33.7 2.50 1.6 21/2 2.875 ______ 73.0 64 0.7 2.75 2.6 1 3.500 D N8O O I 88.9j 70 1 1.2 4.9 DIMENSIONS No. 144 OGS x IGS Croovcd Conccntric Reducer Size Dimensions Weight Actual Approximate Nominal Outside Diameter E to E (Each) inches inches inches lb DN mm mm kg 11/4 1.660 1 3.00 0.5 DN32] 1 42.4 1.315 76 0.2 11 11/2 DN25 1.900 33.7 3.00 0.6 DN40 48.3 76 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.Com 8 _ictaulicr __________ I victaulic.com 4.10 DIMENSIONS No. 115 Female Threaded x Groove 90" Elbow t0T C to GEE Size Dimensions Weight Actual Outside Nominal Diameter inches inches Approximate DN mm C-TE inches C-GE inches (Each) lb Threaded Grooved Threaded Grooved Outlet Outlet Outlet Outlet mm mm kg 1/2 0.840 1 1.45 1.60 0.5 0N15 21.3 J 36.8 40.6 0,2 1.45 36.8 1.60 40.6 0.5 0.2 3/4 1 DN20 DN25 1.050 1.315 26.9 33.7 1.50 1.60 0.5 1 1.315 DN25 J 33.7 38.1 40.6 0.2 4.11 DIMENSIONS No. 147 Back-ft-Back Sprinkler Tee 1_CtoTE-14-CtoTE_1 to GE Size Dimensions Weight Nominal Actual Outside Diameter inches inches Approximate ON mm C-TE inches C-GE inches (Each) lb Threaded Threaded Grooved Threaded Threaded Grooved Outlet Outlet Outlet Outlet Outlet Outlet mm mm kg ½ ½ 1 0.840 0.840 1.315 1.75 1.60 0.7 0N15 DNIS 0N25 21.3 21.3 33.7 44.5 40.6 0.3 NOTE: Approved for use with one or two ½" NPT Sprinklers threaded directly into outlet connection(s). 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com '%,4'tauIiC I I I I I I I 1 I 1 I I I 1 1 I I I victaulic.com 4.12 DIMENSIONS No. 143 Close Nipple Size Dimensions Weight Actual Outside Approximate Nominal Diameter E to E (Each) inches inches inches lb DN mm mm kg 1.5 3 0.2 38 0.1 2 0.3 51 0.1 2.5 0.4 64 0.2 3 0.4 1 1,315 76 0.2 DN25 33.7 3.5 0.5 89 0.2 4 0.6 102 0.3 4.5 0.6 114 0.3 5 0.7 127 0.3 Bolt pad interferences may occur in some installation configurations. 4.13 DIMENSIONS No. 140 Male Threaded x Groove Adapter Eto Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.50 0.3 DN25 33.7 63.5 0.1 No. 141 Female Threaded x Groove Adapter E to E Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.00 0.5 0N25 33.7 50.8 0.2 I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 \4tJlUIIC 2 I El [1 I I I I I I I I I I I I I I I I 4.14 DIMENSIONS No. 146 Cap 01 Size Dimensions Weight Actual Outside Approximate Nominal Diameter I (Each) inches inches inches lb DN mm mm kg 1 1.315 0.55 0.2 0N25 33.7 14.0 0.1 4.15 DIMENSIONS WB-1 Weld Plunger Cone rD21 i E to E D1I Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 3.75 1.63 2.00 2.2 95.3 41.3 50.8 51.0 NOTE WB-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 4.16 DIMENSIONS NAP-'. Weld Plunger Cone r D2 1 L E toE D± Dimensions Weight Approximate E to E Dl D2 (Each) inches inches inches lb mm mm mm kg 1.75 1.88 1.50 0.3 44.5 47.6 38.0 0.2 NOTE NAP-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 11 stauIic victaulic.com 4.17 DIMENSIONS RG2100 Roll Grooving Tool Tool A B C Weight inches inches inches lb mm mm mm kg 8.5 17.1 8.7 37.5 216 435---j_222 17.0 11 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victautic.com 12 \Jtl11uIic EI I victaulic.com 5.0 PERFORMANCE Friction Flow Data Size EquivalentLength of F Sch. 40 Pipe (C=120) Actual No. 102 No. 102 Nominal Outside Diameter No. 101 (Branch) (Run) Style 115 No. 148 No. 144 inches inches feet feet feet feet feet feet DN mm Style 922 Style 920N meters meters meters meters meters meters 1 1 1.315 See publication See publication 2.0 5.0 2.7 DN25 33.7 1 11.02 0.61 1.52 0.82 - See note - 5.7 3.9 1 1/4 1 1.660 1.315 DN32 DN25 42.4 33.7 - - - - - 1.74 - 1.19 5.0 4.3 - 1½ ' 1.900 F DN40 j _48.3 - - 1.52 - 1.31 NOTE In accordance with NFPA 13, friction loss shall be excluded for fittings directly connected to a sprinkler. For hydraulic calculations, Victaulic recommends using the installed length (E-E or cut length) of the No. 148 Sprinkler Reducer as the equivalent length of 1'/0N25 Sch. 40 pipe. I I I I I I [1 I 1 I Lii I I 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 13 I [ [j I I victaulic.com 5.0 PERFORMANCE (CONTINUED) Maximum Working Pressure cULus FM LPCB VdS psi psi psi psi kPa kPa kPa kPa Style/No. bar bar bar bar 1424 365 365 365 232 2517 2517 2517 1600 25 25 25 16 922 4 300 300 365 232 2100 2100 2517 1600 21 21 25 16 920N4 365 300 365 232 2517 2100 1 2517 1600 25 21 25 16 1015 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1085 365 365 365 232 I 2517 2517 2517 1600 25 25 25 16 1025 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1154 365 365 365 232 2517 2517 1 2517 1600 25 25 25 16 148 365 365 365 232 2517 2517 2517 1600 25 25 25 16 65 365 365 365 232 2517 2517 2517 1600 25 25 25 16 144 365 365 365 232 2517 2517 2517 1600 25 25 25 16 145 365 365 365 232 2517 2517 2517 1600 25 25 25 16 147 365 365 2517 2517 N/A N/A 25 25 143 365 365 365 232 2517 2517 2517 1600 25 25 25 16 140 365 365 365 232 2517 2517 2517 1600 25 25 25 16 141 365 365 365 232 2517 2517 2517 1600 25 25 25 16 146 365 365 365 232 2517 2517 2517 1600 25 25 25 16 Maximum pressure rating is 300 psi/21 bar when installed on lightwall steel pipe, as follows: Mega-Flow and Mega-Flow-GF steel pipe manufactured by Wheatland Tube Co. Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co. WLS steel pipe manufactured by Wheatland Tube Co. Eddy Flow steel pipe manufactured by Bull Moose Tube Co. Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. Fire-Flo steel pipe manufactured by Youngstown Tube Co. Easy-Flow pipe manufactured by Borusan Mannesmann Maximum pressure rating is 300 psi / 21 bar when installed on lightwall steel pipe, as follows: Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co WLS steel pipe manufactured by Wheatland Tube Co Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. 10.54 10161 Rev 0 Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 14 X. ___ _au ___ IN III 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 15 I I victaulic.com 6.0 NOTIFICATIONS I I I m WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. A WARNING I Failure to follow instructions and warnings could result in serious personal injury, I property damage, and/or product damage. Before operating or servicing any grooving tools, read all instructions in the I manual and all warning labels on the tool. 0 • Wear safety glasses, hardhat, foot protection, and hearing protection while working around the tool. Save the operating and maintenance manual in a place accessible to all operators of the tool If you need additional copies of any literature, or if you have questions concerning the safe and proper operation of the tool, contact Victaulic, P.O. Box 31, Easton, PA 18044-0031, Phone: 1-800-PICK VIC, E-Mail: pickvic@victaulic.com. I I I I I JtiuIicr I [1 I I I U ri I I 16 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com jtauIicr i1 virfiilir mm 7.0 REFERENCE MATERIALS 10.06: FireLock Installation-Ready Fittings 10.52: Style 922 Outlet Tee 10.85: VicFlex Series AH2 ad AH2-CC Braided Hose 11.02 Mechanical-T Bolted Branch Outlets 25.14: Victaulic lGS Groove Specification -101-103: FireLock TM lnstallationReadvTM Fittings Installation Instruction 1-102: FireLock TM InstallationReadyTM Fittings Installation Instruction 1-108: FireLock TM lnstaIIationRegdvTM Coupling 1-115: FireLock EZTM lnstallation Read yTM Reducing Coupline Installation Instruction I-ENDCAP: Victaulic End Cap Installation Safety Instructions I-V9: Style V9 Victaulic FireLock TM lGSTM Installation-ReadyTM Sprinkler Coupling TM-RG2100: Operatine and Maintenance Instructions Manual Victaulic No. 148 Length ½ DN15 outlet 1 3/4!'DN20 outlet Equivalent Length of 1 E to E Sched. 40 Pipe (C=120) inches feet mm meters 6.6 3.8 152 2.0 1.2 6-12 5.5 3.8 152-305 1.7 1.2 12-18 6.2 4.3 305-457 1.9 1.3 18-24 6.7 4.7 457-610 2.0 1.4 24-30 7.1 5.2 610-762 2.2 1.6 30-36 7.4 5.4 762-914 2.3 1.6 NOTE When installed in pipe to pipe connections or it is required by the authority having jurisdiction, the equivalent length data in the table above may apply. 111 U User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note L_J This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PPF format on our website at www.victaulic.com. Warranty 5 Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic company, and/or its affiliated entities, in the U.S. and/or other countries. Contractor Approval Contractor's P.O. No. Representative Laser Cut Polished Cam Arm Available Models Suffix: LF - without shutoff valves OSY - UL/FM outside stem and yoke resilient seated gate valves *OSY FxG - flanged inlet gate connection and grooved outlet gate con- nection fJy GxF - grooved inlet gate connection and flanged outlet gate connection *\l GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute meter GPM - gallons per minute meter Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. Grooved Coupling Test Cock...... Bypass Meter'. Cover .............. Test Cock.... Bypass Double Check Valve Test Cock Resilient Disc I I Existing- For reference only ES-774DCDA I Job Name Job Location Engineer - Approval - Series 774DCDA Double Check Detector Assemblies Sizes 21/2" - 12" (65 - 300mm) Series 774DCDA Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Features Torsion spring check valve provides low head loss I . Short lay length is ideally suited for retrofit installations Stainless steel body is half the weight of competitive designs reducing installation and shipping cost I . Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance I . Thermoplastic and stainless steel check valves for trouble-free operation No special tools required for servicing Compact construction allows for smaller vaults and enclosures I . Furnished with /8 x 3/4 ' (116xl9mm) bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use . May be installed horizontal or vertical 'flow up" position I Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard pres- ent is determined by the local authority having jurisdiction. The assembly shall consist of two positive seating check valves located between two resilient seated shutoffs with a hydraulically balanced bypass line and four test cocks. The main valve body shall be manufactured from 300 Series I stainless steel to provide corrosion resistance. The check valves shall be of thermoplastic construction with stainless steel hinge pins, cam arm and cam bearing. The check valves shall utilize a single torsion spring design to minimize pressure drop through the assembly. The check valves shall ' be modular and shall seal to the main valve body by the use of an 0-ring. There shall be no brass or bronze parts used within the check valve assem- bly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal I parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall consist of a meter, a small diameter I double check assembly with test cocks and isolation valves. The bypass line double check valve shall have two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be a Watts Series 774DCDA. I I I I I I Inquire with governing authorities for local installation requirements Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- IMWATM out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. C (Open) -j D - L ----------------- F-----------------------A ------------------ Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: NoryI40 Flange dimensions in accor- dance with AWWA Class D. Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) continuous Pressure Range: 175psi (12.1 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996 * Rate Us psi 214"(65mm) ** 83 12 - 6910 - 0 55 8 -wwo 41 6 28 4 - ca Lo CL 14 2 - 0 25 50 100 150 200 250 300 350 400 450 500 525 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 1995 1pm 15 fps 4.6 mps Flow kPa psi 83 12 0. 6910 122 55 8 41 6 28 4 2 a. 14 2 0 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 2090 2280 1pm 15 fps Flow 4.6 mps 411 (100mm) kPa psi cL 103 15 u•u•• •• . t.i•.••• lit u Td• CL 21 ..... 50 100 150 200 250 300 350 400 450 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 270 2660 2850 Ipm _i 0 500 550 600 650 700 750 gpm Standards AWWA C510, CSA B64.5 Approvals (21/2 - 10' only) (65 - 250mm) 50.1-00 FM Approved 1048 (OSY only) d flow **UL Tested kPa psi 6" (150mm) 103 15 * ** 0. 2 83 12 62 9 41 6 2 a. 21 3 0 100 200300 400 500 L _L 600 700 800 900 1060 1100 1200 1300 1400 1500 gpm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4180 4560 4940 5320 5700 1pm 5 10 15 fps 1.5 Flow 3 4.6 mps kPa psi 8" (200mm) CL 8312 2 62 9 41 6 5° 2 21 3 CL 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 1pm 5 10 15 fps 1.5 Flow 3 4.6 mps spa psi 10" (250mm) CL 103 15 2 8312 ______________________ 62 9 - 0000 41 6 a. 21 3 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 3000 3500 gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 11400 13300 1pm 5 10 15 fps 1,5 Flow 3 4.6 mps kPa psi 110 16 97 14 0. 83 12 6910 es 55 8 41 6 28 4 14 2 500 1000 1500 2000 2500 3000 3500 4000 4500 gpm 1900 3800 5700 7600 9500 11400 13300 15200 17100 1pm 5 10 fps 1.5 Flow 3 mps 8 III :.';. . 9l6li91(IiiPivi1[s1U. __ 1 A C (OS 0 G L P wlGates w/o Gates in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 21/2 65 37 940 16/s 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/e 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/8 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 63/4 171 15 381 291/2 749 181/4 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 291/2 749 191/2 495 774 351 190 86 12 300 571/2 1461 531/8 1349 91/2 241 15 381 291/2 749 21 533 1044 474 220 100 lol r,l lo] [OON\ Noryl® is a 0 0 (: registered trade- mark of SABIC I Innovative P ------ PlasticsTM. USA: Tel: (978) 689-6066 • Fax: (978) 975-8350 • Watts,com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • Watts.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • Watts.com ES-7740C0A 1623 © 2016 Watts I I Existing- For reterence only 1 FireLock® Butterfly Valve \4taulic I Series 705 with Weatherproof Actuator 10.81 1.0 PRODUCT DESCRIPTION I • Available Sizes: 2 - 12/50 - 300 mm cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar. I . Designed for fire protection services only. Features a weatherproof actuator housing Approved for indoor and outdoor use. Actuation options: Hand wheel (2 - 12/50 - 300 mm) I • Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS) groove profile (see section 7.0 for Reference Materials). 2.0 CERTIFICATION/LISTINGS FLPCB] LISTED G410001 104j/04 NOTES Refer to Victaulic submittal publication 10.01 for details I I I I I [1 I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victauiic.com I 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. 'Jlt9LJIiC I I I I II 2.1 CERTIFICATION/LISTINGS Approval/Listing Service Pressures Series 705 Butterfly Valve Size cULus FM Vds LPCB up to 300psi/2068kPa n/a up to 300ps1/2068kPa up to 300psi/2068kPa 2/2 65 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 80 up to 300psi/2068kPa up to 300ps1/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 100 up to 300psi/2068kPa up to 300ps1/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 125 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 150 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 165.1 mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 200 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 10 2 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 12 300 1 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 3.0 SPECIFICATIONS -MATERIAL Body: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 End Face, 2 - 6"I50 - 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8 - 12'7200 - 300 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Black alkyd enamel Disc: Ductile Iron conforming to ASTM A-536, Grade 65-45-12, with electroless nickel coating conforming to ASTM B-733 Seat: Grade "E" EPDM Stems: 416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: C36000 brass Bearings: Stainless steel with TEE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel Actuator: F1 2-8/50-200 mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing 0 10— 12/250-300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 \4tUIic victaulic.com 4.0 DIMENSIONS Series 705 E Size Dimensions Actual Outside E to E DIA Nominal Diameter A B C D E F G H J inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm 2 2.375 4.25 2.28 6,41 - - 4.00 4.22 4.50 2.12 60.3 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8 21/2 2.875 3.77 2.28 7.54 4.00 4.22 4.50 1.77 73 - 73.0 95.8 57.9 191.5 - - 101.6 107.2 114.3 45.0 76.1 mm 3.000 3.77 2.28 7.54 - - 4.00 4.22 4.50 1.77 76.1 95.8 57.9 191.5 101.6 107.2 114.3 45.0 3 3.500 F108 3.77 2.53 7.79 - 4.50 4.22 4.50 1.77 88.9 88.9 95.8 64.3 197.9 - 114.3 107.2 114.3 45.0 mm 4.250 4.63 2.88 8.81 - 5.50T -107.2 4.22 4.50 2.20 108.0 117.6 73.2 223.8 139.7 114.3 55.9 4 4.500 4.63 2.88 8.81 - 5.50 4.22 4.50 2.20 114.3 114.3 117.6 73.2 223.8 - 139.7 107.2 114.3 55.9 133 mm 5.250 5.88 3.35 10.88 - 6.56 6.19 6.30 2.58 133.0 149.4 85.1 276.4 - 166.6 157.2 160.0 65.5 1397mm 5.500 5.88 3.35 10.88 - - 6.56 6.19 6.30 2.58 139.7 149.4 85.1 276.4 166.6 157.2 160.0 65.6 5 5.563 5.88 3.35 10.88 6.56 6.19 6.30 2.58 141.3 141.3 149.4 85.1 276.4 - 166.6 157.2 160.0 65.5 15 mm 6.250 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 159.0 149.4 97.5 289.1 - 10.4 191.0 157.2 160.0 65.5 165.1 mm 6.500 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 2.58 165.1 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5 6 6.625 5.88 3.84 11.38 0.41 7.52 6.19 6.30 1.90 168.3 168.3 149.4 97.5 289.1 - 10.4 191.0 1 157.2 160.0 48.3 8 8.625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33 219.1 219.1 135.4 128.8 343.6 20.3 37.3 254.0 157.2 205.7 59.2 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 - 273 273.0 162.6 161.8 397.3 35.8 46.0 311.2 228.6 12 12.750 6.50 7.36 16.64 2.30 2.80 14.25 t205.7 9.00 - 323.9 323.9 165.1 186.9 422.7 58.4 - 71.1 362.0 228.6 I I I I [1 I 1 I I I I I I I 1 I I I I NOTE Optional ½/15mm tap available. Contact Victaulic for details. 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victauliC.Com 3 \t1IUIiC victautic.com 5.0 PERFORMANCE Series 705 The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of straight pipe. Nominal Outside Equivalent Size Diameter mm mm Feet/rn inches inches of pipe 2 2.375 6 50 60.3 1.8 2½ 2.875 6 65 73.0 1.8 76.1 mm 3 .000 6 76.1 1.8 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 108 mm 108 mm 8 2.4 5 5.563 12 125 141.3 3.7 133 mm 133 mm 12 3.7 139.7 mm 5.500 12 139.7 3.7 6 6.625 14 150 168.3 4.2 159 mm 159 mm 14 4.3 165.1 mm 6 .500 14 165.1 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 1 273.0 5.5 12 300 1 12.750 19 323.9 5.8 10.81 5662 Rev H Updated 03/2017 © 2017 victaulic Company. All rights reserved. victaulic.com 4 \l'tauIiC I I victaulic.com 5.1 PERFORMANCE I Series 705 Cv values for flow of water at +600F/+16°C through a fully open valve are shown in the table below. For additional details, contact Victaulic. I Formulas for C, values Formulas for K values = Q2 Where: p = Q2 Q = Flow (GPM) = Pressure Drop (psi) Q = C x rAP C= Flow Coefficient Q = K < fAP Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches C,, mm mm 2 2.375 50 60.3 170 2½ 2.875 65 73.0 260 76.1 mm 3.000 260 76.1 3 3.500 80 88.9 440 4 4.500 820 100 114.3 108mm 108mm 820 5 5.563 1200 125 141.3 133 mm 133 mm 1200 139.7 mm 5.500 1200 139.7 6 6.625 1800 150 168.3 159 mm 159 mm 1800 165.1 mm 6.500 1800 165.1 8 8.625 3400 200 219.1 10 10.750 5800 250 273.0 12 12.750 9000 300 323.9 Where: Q = Flow (m3/hr) AP = Pressure Drop (Bar) K,, = Flow Coefficient Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches K,, mm mm 2 2.375 50 60.3 147 2½ 2.875 225 65 73.0 76.1 mm 3.000 225 76.1 3 3.500 380 80 88.9 4 4.500 710 100 114.3 108mm 108mm 710 5 5.563 1040 125 141.3 133 mm 133 mm 1040 139.7 mm 5.500 1040 139,7 6 6.625 1560 150 168.3 159 mm 159 mm 1560 165.1 mm 6.500 1560 165.1 8 8.625 2940 200 219.1 10 10.750 5020 250 273.0 12 12.750 7790 300 323.9 - I I I I I I I I I I I I I I I I 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. viCtaulic.com 5 'A -C- t -au I iC uif42,Ilif mm 6.0 NOTIFICATIONS WARNING .11 Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Switch and Wiring The supervisory switch contains two single pole, double throw, pre-wired switches. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps © 250 VDC Switches supervise the valve in the 'OPEN" position. One switch has two #18 insulated wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one #18 insulated wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light andan audible alarm, in the area that the valve is installed. A #14 insulated ground lead (green) is provided. Switch #1 = Si For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe DL LISTED JUNCTION BOX CONDUIT e-'NPT CON DUll' CONS ECTORS WIRE NUTS FIRE ALARM TO END-OF-LINE RESISTOR CONTROL PANEL OR NEXT INDICATOR SUPERVISORY CIRCUIT ,Jt.12 COM. SWITCH CONTACT RATING, SXAAT12SAND 2SOVAC, O.5AAT125VOC, O25AT25UVDC C VOLTAGE SOURCE Switch 1:2 leads per terminal Switch 2:1 lead per terminal NOTES The above diagram shows a connection between the common terminal (yellow - Si and yellow-with-orange stripe - S2) and the normally closed terminal (blue - Si and blue-with-orange stripe - S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. cap off any unused wires (e.g. brown with orange stripe). Only Si (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). BELL OR HORN 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com \JtaUliC II1 I victaulic.com 7.1 REFERENCE MATERIALS I 1001: Regulatory Approval Reference Guide 29.01: Terms and Conditions/Warranty 1-100: Field Installation Handbook I I I I I I I I I I I I Is User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Proper ty Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patentor other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. I victautic.com 7 _ictaullice __________ Firel-ocr Check Valves Existing- I-or reterënë Only Series 717 Check Valve Series 717H High Pressure Check Valve I Series 717 (21h - 3/65 - 80 mm) I I _4tauIiC• 10.08 I Series 717H High Pressure Check Valve I (2— 3/50 —80 mm) 1.0 PRODUCT DESCRIPTION I Available Sizes 2 - 3/DN50 - DN80 (Series 717H) 21/2 - 12/DN50 - DN300 (Series 717) Pressure Class Up to 365 psi/2517 kPa/25 bar Working pressure dependent on size of pipe, valve size and approval requirements. Application o Designed for use in Fire Protection systems. Prevents back flow. Single-disc mechanism incorporates a spring-assisted feature for non-slamming operation. Can be installed either vertically (flow upwards only) or horizontally. Valve body cast with arrow indicator to assist with proper valve orientation. Optional upstream and downstream pressure taps included on select sizes. See Section 3.0. Provided with grooved ends. Rated for ambient temperature use in fire protection systems. 2.0 CERTIFICATION/LISTINGS c®us <z> ILPCB] LISTED NOTE Refer to victaulic submittal publication 1001 for details ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date I I I I I I I I I I 10.08 1479 Rev S updated 03/2017 © 2017 Victaulic Company. All rights reserved. 1 6itauIic I I I victaulic.com 2.0 CERTIFICATION/LISTINGS (Continued) Approvals/Listings Size Approval/Listing Service Pressures Series 717H cULus FM LPCB Vds 2/50 mm 365 psi/25 17 kPa 365 psi/251 7 kPa 365 psi/25 17 kPa 365 psi/25 17 kPa 21/2"/65 mm 365 psil25 17 kPa 365 psi/251 7 kPa 365 psi/25 17 kPa 365 psi/2517 kPa 76.1 mm 365 psi/251 7 kPa 365 psi/25 17 kPa 365 psi/251 7 kPa 365 psi/251 7 kPa 3/80mm 365 psi/251 7 kPa 365 psi/251 7 kPa 365 psi/25 17 kPa 365 psi/25 17 kPa Size Approval/Listing Service Pressures Series 717 cULus FM LPCB Vds 21/2"/65mm 250 psi/1 725 kPa n/a 365 psi/2517kPa n/a 76.1 mm 250ps1/1725kPa n/a 365 psi/2517kPa 16bar/232ps1 3780mm 250 psi/1725 kPa n/a 365 psi/2517kPa 16bar/232 psi 4/100mm 365 psi/25 17 kPa 365 psi/251 7 kPa 365 psi/251 7 kPa 16bar/232 psi 57125 mm 365 psi/251 7 kPa 365 psi/251 7 kPa 365 psi/25 17 kPa n/a 139.7 mm 365 psi/251 7 kPa 365 psi/251 7 kPa 365 psi/25 17 kPa 16bar/232 psi 6/150 mm 365 psi/251 7 kPa 365 psi/251 7 kPa 365 psi/251 7 kPa 16bar/232 psi 165.1 mm 365p5i/25i7kPa 365 psi/2517 kPa 365 psi/2517kPa n/a 8"/200mm 365 psi/2517 kPa 365ps1/2517kPa 348 psi/2400kPa 16bar/232psi 10'7250 mm 250 psi/1 725 kPa 250 psi/1 725 kPa 1725 kPa/250 psi n/a 12/300mm 250 psi/1 725 kPa 250 psi/1 725 kPa 1725 kPa/250 psi n/a I I! 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 -mor I victaulic.com 3.0 SPECIFICATIONS - MATERIAL I Body: O Ductile Iron conforming to ASTM A-536, Grade 65-45-12. Body Coating: 0 Series 717H Body: Black Paint O Series 717H Endface: Electroless Nickel conforming to ASTM B-733 I D Series 717 (2½ - 3/DN65 - DN80): PPS Coating D Series 717 (4 - 12/DN100 - DN300): Black Paint Body Seat: I 0 Series 717H: Nitrile 0-ring installed into an Electroless Nickel plating conforming to ASTM B-733 0 Series 717 (2 ½" - 3"/DN65 - DN80): PPS Coated Ductile Iron I D Series 717 (4 - 12"/DN100 - DN300): Ductile Iron with Electroless Nickel plating conforming to ASTM B-733 Disc Seal or Coating: (specify choice') 0 Nitrile (Series 717H only) I DEPDM NOT COMPATIBLE FOR PETROLEUM SERVICES. Discs: 0 Series 717H: CF8M Cast Stainless Steel 0 Series 717 (21/2 - 3/DN65 - DN80): Aluminum bronze with elastomer seal D Series 717 (4 - 12/DN100 - DN300): Elastomer encapsulated disc. Shaft: 0 Series 717H: Brass 0 Series 717 (2 1/2 - 3/DN65 - DN80): Type 416 Stainless Steel 0 Series 717 (4 - 12/DN100 - DN300): Type 316 Stainless Steel Spring: D Type 302/304 Stainless Steel Shaft Plug: 0 Series 717H: Carbon Steel Zinc Plated 0 Series 717: Carbon Steel Zinc Plated Pipe Plug: 0 Series 717H: Carbon Steel Zinc Plated 0 Series 717: Carbon Steel Zinc Plated Optional Pressure Taps: D Series 717H: Available on all sizes 0 Series 717: Available on sizes 4 - 12/DN100 - DN300 I 10.08 1479 Rev S updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 J4taL1Iic victaulic.com 4.0 DIMENSIONS Series 717 f] b Typical 2 ½ - 3/65 -80 mm Rl-3 )D ½ NPT Upstream Drain (2) ½' NPT Downstream Drain (3 2' NPT (Drain Optional) Typical 4 - 8/100 -200 mm D½' NPT Upstream Drain © ½' NPT Downstream Drain Typical 10- 12/250 -300 mm Size Dimensions Weight Actual Outside E to E Approximate Nominal Diameter A B C D E J K P R (Each) inches inches inches inches inches inches inches inches inches inches inches lb mm mm mm mm mm mm mm mm mm mm mm kg 21/2 2.875 3.88 4.26 3.57 - - - - - - 3,6 65 73.0 99 108 91 1.6 76.1 mm 3.000 3.88 4.26 3.57 - - - - - 3.6 76.1 99 108 91 1.6 3 3.500 4.25 5.06 4.17 - - - - - 4.5 80 88.9 108 129 106 2.0 4 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 1 114.3 245 152 99 70 89 1 51 114 1 89 85 9.1 5 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 125 141.3 267 173 114 106 55 149 104 101 12.3 .7mm 5.500 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 139.7 267 173 114 106 55 149 104 101 12.3 6 6.625 11.50 8.00 5.00 4.50 2.38 6.67 4.73 3.89 38.0 150 168.3 292 203 127 114 61 169 1 120 99 17.2 1651 mm 6.500 11.50 8.00 5.00 4.50 2.38 6.67 4.73 3.89 38.0 165.1 292 203 127 - 114 61 169 120 99 17.2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 200 219.1 356 251 154 128 144 55 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 250 273.0 432 305 180 151 170 55 277 171 45.4 12 12.750 19.50 14.00 8.06 6.91 7.64 2.51 12.81 7.73 140.0 300 323.9 495 356 205 176 194 64 925 196 63.5 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victauliC.com 4 ,4tauiic I victaulic.com 4.1 DIMENSIONS Series 717H I Size Dimensions Weight E to E Approximate Nominal A B C D E i K P R (Each) inches inches inches inches inches inches inches inches inches inches lb mm mm mm mm mm mm mm mm mm mm kg 2 8.66 6.46 3.23 1.48 3.02 2.80 - - 4.25 10.7 50 219.8 164.1 82.1 37.5 - 76.7 71.0 108.0 4.9 21/2 9.37 6.94 3.31 1.66 3.40 3.38 - - 4.38 13.8 65 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 761 mm 9.37 6.94 3.31 1.66 3.40 3.38 - - 4.38 13.8 238.0 176.3 84.1 1 42.2 86.4 85.9 111.3 6.3 3 9.62 7.44 3.53 1.91 3.65 3.38 - - 4.63 20.0 801 244.3 1 189.0 1 89.7 48.5 1 92.7 1 85.9 117.6 9.1 I I I I I 111 V D Typical 2/50 mm - 3/80 mm I s I 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 Flow Characteristics The charts below express the flow of water at 60"F/16"C through valve. S717H / 717HR 10 0 0.1 10 ------- _____.. Ru Un ----- ---_-__ IMIK=IMMENW] MIME - uauui mill" 100 Flow Rate - GPM 1000 S717H I 717HR 100.00 IL 1.00 100 -- -- ----- ----- -- iii nuiu ••uauu II . . I - 1111111 — — - — — — ---U." iiuii ------ ------ III Ulillil 'uuu Flow Rate - Litres/Mm. 10000 victaulic.com 5.0 PERFORMANCE 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 6 j"tauIic• a. victaulic.com 5.1 PERFORMANCE --- - ___ ._ - ---- . N S - - - U N SN — -- _ ...u_ -- n... ii .I_ ••••I ____....I uiuu - •N 'Vf'JlTJI. ,V... U •Ir'IArAyII 4_..l ••IdA WJU) ..UIuIW)VJ1EAWUAVAIV•••IIII ___•UllIIA•AVA&jWAIV•UIIIII IunhuIIuawAwav4uuuIIIu vu ii - I - I - I I I — — — -- -- II - UU Uul NNIiiIfFi1uIiiIIIII-IflhhII I [III [IIIIIII 1gI,rIII S7171717R -- .. uauui uiaiu SM i uuu . iiiiai iiiii II HIE II iiiiii 1111 I . . .: 111111 .. U. U • I a •iuni 11111111 II 11111111 III liii III liii huh _IIlIIII 11111111 aaae• — -- _.IuI — amiiii 111111 iiuiiii - III II Flow Rate - Litres/Mm. 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. 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UO!lO0!idde osn-pue JOinO!4JOd S JO4 S430pOJd O!lflO1O!A 10 A44qS14flS 01440402 uo!45u!wJe4ep S 8UIJIOW 104 dl!i!q!SuOdSeJ ieU!j sieoq iosn qDe 4!I!qe4lns pue U0I430GS 4P°'d 104 qSU0dS0 JCSfi uooql)UeH UOiIODEISUI PIaIJ :001.1 U2JJ2M/SUO14!PUO3 PUE SWJOJ :nj appq @ou@j@;a8 leAOjddV Joonoj ioo opine uopee is :j S1VkI31VIAI 33N3i3I3d 01 spnpoid U!did 3!Ifle43!A 4(Ue uieuiew JO 14Sfl!pe '9A0WJ 1II1SU! ol Suildwape aiojq wsAs Suidid oqj uleip pue azunssaidaa • 4 NINIVM SNOIIVOLILLON 09 W033!Iflep1A I I I I Existing- For reference only MV(Bdg cj cflr ¶11 TIETvi1D]P MiII1I Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve I The AGF Model I0I1A 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 101 1A features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011 is available in a full range of sizes (3/4"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: %" (2.8K), 7A6' (4.2K), ½' (5.6K), 17/3211 (8.0K), %" (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. I [ I F] I L WOO_P—M W IN Pill TE5TANDRAIN® is a registered trademark of AGE Manufacturing Inc. IW2 I © ____ __ Mv cfl10118 CCD LISTED Model 101 IA 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVED Factory Rated at 175 PSI with other setting available Dimensions SIZE A B C D E F G H 3/4" 79/16" 11/2 23/16" 3/8" 3/8" 11V16" 4A6" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 79/16 11 11/2" 2A6" 3/8" 3/8" 113"16" 49fl9" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4" 715/16" 111A6" 29A6" 41/4" 35/8" 115A6" 5A6" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 8'5A6" 113A6" 3¼" 51A6" 3/8" 25/8" 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 815/16" 113A6" 3¼" 1 51A6" 3/8" 25/8" 8¼" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) The Model 1011 provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (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 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.17.4.3.1 (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 ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve Model 1011 - Front View Model 1011 - Plan View TO B DRAIN 1 + Orifice Sizes /8", V16", 1/2" 17/32" /8" ELO*, 34" ESFR*, and K25** 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 0,051 ~@ NYC-BSA No. 720-87-SM MADE IN U.S.A. Job Name: Architect: Engineer: Contractor: AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 A 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 S POTTER PAY The Symbol of Protection POTTER AIR VENT UL Listed for Fire Sprinkler Branch line applications per UL subject 2573—"Automatic Air Release Valves for Fire Protection Service" I I GENERAL DESCRIPTION The PAV is an automatic float type air vent used to reduce the amount of air trapped in a pressurized fire sprinkler system. Reducing the amount of air in a fire sprinkler system is essential to help protect the system piping from the effects of corrosion that is often found at the air/water interface in the fire sprinkler system piping. Removing as much air as possible will also have a positive effect on the performance of vane type waterfiow detectors. The operation of vane type waterfiow detectors can be delayed or prevented if too much air is trapped in the system piping. The intent of the product is to vent as much air from the fire sprinkler system as possible. The PAV provides automatic venting of air as the system is being filled. Furthermore, trapped air can also be vented as the air in the system migrates to the vent location over time. The air vent will automatically close when water reaches the vent. The PAV provides a 1/2" NPT-male connection which will allow installers to safely pipe to a drain, any inadvertent discharge of water that is inherent in the operation of the automatic air vent. INSTALLATION AND SERVICING (See Figures 1 -2) It is strongly recommended to install a ball valve in line with the PAY to assist in servicing the strainer without disabling the sprinkler system. FM Approved 'Automatic Air Release Valve for Sprinkler Systems" Service Pressure: Up to 175 PSIG Temperature Range: 40°F to 120°F (4.5°C to 49°C) Air Vent: 1/2" NPT inlet! 1/2" MNPT outlet to drain 5/64" Orifice Brass construction Optional Accessories: Ball valve supervisory switch model RBVS (Supervisory switch only) Used to monitor the position of the isolation valve. Outdoor vent screen assembly for outdoor installations above 40°F. See Figure 2. Ordering Information: Stock No. Model / Description 1119720 PAV - Potter Air vent Optional Equipment: Stock No. Model / Description 5020384 Outdoor Vent Screen Assembly 1000040 RBVS Retrofit Ball Valve Switch (w/o cover tamper) 1000035 RBVS-T Retrofit Ball Valve Switch (w/ cover tamper) Read and understand the instructions provided before you proceed with installation. The PAY shall be installed in accordance with local ordinances and the applicable NFPAI3, NFPAI3D, or NFPA13R standard. The Engineer of Record should select the Model PAV, Potter Air Vent installation location. Usually at a point in the system that will vent the most air. The location of the PAY must not interfere with the spray pattern of any sprinkler head. The connection point must be off the top of the pipe. (See Fig. 1) The piping must be level or pitch back toward the fire sprinkler system piping and arranged in such a manner that water will not become trapped. Immediately after installation and filling of the fire sprinkler system, the PAV should be inspected for leaks and proper operation. The unit should be inspected periodically. Thereafter the manufacturer recommends quarterly or more frequently. Inspection should include removal and cleaning of the strainer screen. Remove the screen and flush with clean water. Use a wire brush if necessary to remove any particles trapped in the screen. Pipe the output of the air vent to a drain or other suitable location in the event there is an inadvertent discharge of water from the vent. REPLACEMENT The vent used in the PAV is not field replaceable. If the vent should fail, the entire unit must be replaced. I I H I I 1 LI I Li L] I I I I I Potter Electric Signal Company, LLC • St. Louis, MO • Cust Service: 866-572-3005 • Tech Support: 866-956-0988 • Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401165 -REVD PAGE I OF 2 I S/il 1/2" MALE NPT DRAIN AIR VENT VALVE POTTER PAV The Symbol of Protection POTTER AIR VENT FIG. 1 PAV OUTLINE DRAWNG 4 77/16 ff Ll POTTER RBVS (OPTIONAL) AVAILABLE FROM POTTER DISTRIBUTION PIPING CONNECTION FROM TOP OF SPRINKLER PIPING 40 MESH TYPE STRAINER NOTE: It is strongly recommended to install a ball valve and nipple (supplied by SPRINKLER PIPING others). DWG# 1165-2 FIG. 2 PAV ASSEMBLY 5020384 / OUTDOOR VENT SCREEN ASSEMBLY 1/21.90 ELBOW 1/2" BALL VALVE NIPPLE 1/2" CLOSE NIPPLE SCREEN CAP 1/2" X 2" NIP 1/2" STRAINER 1/2" CLOSE NIPPLE 17-1/2" 90 ELBOW 1/2" UNION CONNECTION 1/2" CLOSE NIPPLE DWG# 1165-I-B NOTE: It is strongly recommended to install a ball valve and nipple before the strainer. The ball valave and nipple are supplied by others. L;J PRINTED IN USA MFG. #5401165 - REV D PAGE 2 OF 2 8/11 Ii' A C®US<> Overall Height LISTED APPROVED B Center of pipe to top of knurled hanger rod nut 0 Top of pipe to bottom of hanger rod nut Fig. 2OO-/2& 200-1 to 200-2 ••r"• ' J'J '.I .•4110 Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or200M10-11/2 Fig. 200C Fig. 200F t M8 rod size is not UL Listed or FM Approved 200C-11/2 shown 200E-11/2 shown Fig. 200 shown with captured nut 1" thru 2" sizes only Fig. 200 & Fig. 200S shown with non-captured nut Pipe Hangers TOLCOTM Fig. 200 - "Trimline" Adjustable Band Hanger TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCOTM Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") I F: I Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: 1/2" (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/2" (15mm) and 3/4" (20mm) sizes with non-captured knurl nuts order Fig. 200S Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Mivimuim Tninr+uirø flI: oç' I I Ii I I I Part No.** Pipe Size in. (mm) Rod Size in. mm' A in. (mm) B in. (mm) D in. (mm) Max. Rec. Load lbs. (kN) Approx. Wt/100 lbs. (kg) 200.1/2 1/2" (15) /8'-16 M8torM10 31/8" (79.4) 2/8' (66.7) 111/320 (34.1) 400 (1.78) 11 (5.0) 200-/4 3/4' (20) /8-16 M8torM10 31/8' (79.4) 21/2' (63.5) 11/16' (27.0) 400 (1.78) - 11 (5.0) 200-1 V. (25) /8-16 M8torMID 3/8' (85.7) 2/8" (66.7) 11/8" (28.6) 400 (1.78) 12 (5.5) 200-11/4 11/4" (32) /e -16 M8tor M10 33/4' (94.0) 2/8' (73.0) - 1/32'(29.3) 400 (1.78) 13 - (5.9) 200-1'/2 11/2" L _'3'_/8"-1_6 Mt8orM10 3/8 (98.4) 2/8" (73.0) 1/16 (30.2) 400 (1.78) 14 (6.4) 200-2 2' (50) /8'-16 M81orM10 41/2' (114.3) 3" (76.3) 1/16' (30.2) 400 (1.78) 15 (6.9) 200-21/2 21/2' (65) /8-16 MiD 55/8' (142.9) 41/8" (104.7) 1/16° (36.5) 600 (2.67) 27 (12.3) 200-3 3" (15) /8-16 MiD 5/8' (149.1) 4' (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) 200-31/2 31/20 (90) /8"-16 MiD 7/8" (187.3) 51/4' (133.3) 2/° (56) 600 (2.6 34 (15.6) 200-4 4 (1 DO) /8-16 M10 73/8' (187.3) 5' (127.0) 1/" (34.9) 1000 (4.45) 35 (16.0) 200-5 (125) '/2-13 M12 91/8" (231.8) 61/4' (158.7) 311/32' (84.9) 1250 (5.56) 66 (30.2) 200-6 (150) 1/2°13 M12 101/8' (257.2) 6/4° (171.4) 2/32" (56.3) 1250 (5.56) 73 (33.4) 2008 8' (200) 1/2"13 M12 131/8' (333.4) 8/4" (222.2) 3/32' (81.7) 1250 (5.56) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton I 1" (25)thru 11/2' (40) 1 P1 TOLCO Fig. 1CBS - Clevis Bolt Spacer Size Range: Size 1 (25mm) thru 20" (500mm) clevis hanger I Material: Steel Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. I Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer I to our Seismic Engineering Guidelines OPM-0052-13, for 21," -8" (B31 00) only Installation Note: Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish: Pre-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish. I TOLCOTM Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4" (20mm) thru 2' (40mm) pipe. Material: - Pre-Galvanized Steel Approx. Wt./100 Part No.lbs. (kg) 25 4.8 (2.2) I I OPM Pipt Approx. Wt./100 Part No. _)Y (mm) lbs. (kg) 1CBS-1 1" (25) 3.2 (1.4) 1CBS-1' 11/4" (32) 4.1 (1.8) 1C 1 /2 I1111 2C1T] 7C BS-2 (50) 9.4 (4.2) EC S-215 21/2 (65) 4 ---I 1CBS-3 (75) 13.9 (6.8) [_1CBS31/2 31/2 (90) - 6.0-__ (7.2) 1CBS-4 (100) 18.0 (8.1) [TcBS 5 5 (125) - 273 (124)j 1CBS-6 6" (150) 32.5 (14.7) [çBS-8 8" (200) 45(19.2)j 1CBS-10 10" (250) 72.7 - - (32.9) - I 1 _CB S-12 12" (300) 86.3 (39.1)] 1CBS-14 14" (350) 157.6 (71.5) L1cBs16 16 (400)1837(833)] 1CBS-18 18" (450) 224.6 (101.9) It 1CBS-20 20" (500) 254.0 (115.2) Function: - Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4' (20mm) thru 2 (40mm). Patent #5,344,108 I A)) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton Revised 8/8/2014 22 B-Line series Fire Protection Solutions Fig. 65X1 Reversible earn Clamp W-Beam -''- Fig. 75 Swivel Attachment All Threaded Rod 1g. 75 Swivel ttachrnent Ml Threaded Rod B3100 Clevis Hanger (PVC Claims TOLCO Fig. 15 - Swivel Attachment Size Range: - 3/8"-16 Rod Attachment Material: Steel Function: Three recommended applications for this product: May be used as a branch line restraint for structural attachment to anchor bolt, beam clamp, etc. May be used as an upper attachment with short hanger rod to omit seismic bracing. 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' (100mm) pipe. Finish: Electro-Galvanized Weight: Approx. Wt./100 - 13.3 Lbs. (6.0kg) Order By: Part number Patent: #7,887,248 Fig. 78 All Steel ;~'Fig. ..Ceiling Plate 75 Swivel Attachment Fig. 200 Adjustable "Trimline SIn" All Threaded Rod Band Hanger Fig. 25 Surge Restrainer May be used as a structural attachment component of a branch line restraint I I I I I I I I I I I I Maybe used as a upper attachment with short hanger rod to omit seismic bracing May be used with a pitched roof application, to meet requirements of NFPA 13(2010-2016) Sec. 9.1.2.6. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 40 B-Line series Fire Protection Solutions Specify Length - 1' ..." A Thread Size I Threaded Accessories I B3205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: 3/8"-16 thru /8°-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. I 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 1399°C) I Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish I Sta jjd Design Load Thread Size Th9adiength TI 650°F (343°C) 150°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) I B3205-3/8 x 1 3/8 )fr" 21/2" (63.5) 730 (3.25) 572 (2.54) 1 I B3205-1I2 x 1 ,)1-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) L B3205-5/a x /8"-1l 21/2" (63.5) 2160 (9.61) 1692 (7.52) B3205-31 ' /4"-10 3" (76.2) 3230 (14.37) 2530 (11.25) I r B -7/8 x'' - /8"-9 31I2" (88.9) 4480(19.93) 3508 —(1-5-60-)-7 larger sizes consult full line pipe hanger catalog. AIR - All Threaded Rod - 120" (3.05m) Lengths TOLCO Fig. 99 - All Threaded Rod Cut To Length Size Range: 114"20 thru /8"-9 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F 1399°C) Finish: Plain or E(ectro-Galvanized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines approved by the State ' of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13, Order By: Figure number, rod size, length and finish OPM Part No. - Size x Length Threads Recommended Load Approx. WtI100 R. ATR j Fig. 99 Per Inch Lbs. (kN) Lbs. (kg) AIR /4" x 120 !-uI'..eg!h 20 240 (1.07) - - 12 (5.44) AIR 3/8' x 120 99-/8" x length 16 730 (3.24) 29 - (13.15) AIR /2° x 120 99-i/f x length 13 1350 (6.00) 53 (24.04) AIR 5/ga x 120 99-/8" x length 11 2160 (9.60) 89 40.37 AYR /4x120 99 3/4 x1ength 10 3230 (1437) - —12-3 —(55.7 T AIR /8° x 120 991/8° x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 96 B-Line series Fire Protection Solutions I 1 I I Set Bolt Included Mounting Hardware Is Not Included Fig. 980 I Seismic Bracing I TOLCO Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" (FM Approved) OPM I Size Range: One size fits bracing pipe 1 (25mm) thru 2" (50mm), B-Line series 12 gauge (2.6mm) channel, and all structural steel up to 1/4' (31.7mm) thick. Material: Steel I Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2016) 9.3.5.8.4 indicates clearly that fastener table load values are I based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component I of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe' and TOLCO "braced pipe' attachment, Fig. 1000, 1001, 3000, 4L, 4LA, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L, 4LA or other TOLCO approved attachment to pipe that make up a sway brace system of bracing materials which satisfies the requirements of Factory Mutual Engineering and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Fig. 1801 Contact customer service for alternative finishes. Order By: Figure number and finish. / Fig. 980 Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Fig. 41 Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Brace Pat. #7,669,806 Designed to meet or exceed requirements of FM DS 2-8. Lateral Brace I I I I APPROVED Longitudinal Brace I Part Mtg. Hdw. Mounting Hole Max. Design Load** (FM) Approx. Number Size A B 0 30 0 . 440 450 -590 50 -590 600 -740 750 -900 50 -9Q0 Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) lbs./(kN) Ibs./(kN) lbsl(kN) lbsl(kN) lbs. (kg) L98:3I8.. /'ffi.5)_51/1' (133.3) - 1718'(47.6) 13/32" (10.3) 149 (67.6) J 980.1/2 * 1/2" (12.7) 51/4" (133.3) 1/8" (47.6) /32" (13.5) 1320 1970 2310 2550 148 (67.1) 1 -980-5/8 /8 (159) —51/4-" (1-3-3.3-) 15 (476) 11/16(175) (587) (876) (1027) (11.34) 147 (661) 980-/ 3/4" (19.0) 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 146 (66.2) * Standard size. ** Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7.10, including prying factors, see page 106. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 61 Eaton I 1 1 I I I riuruwnre iriciuueu Fig. 980 Z~4(r;. .. Longitudinal Brace Fig. 4A For Laterial Brace Refer to 4LA I I Seismic Bracing I TOLCO Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 21/2' (65mm) thru 8' (200mm) pipe. For sizes smaller than I 21/2 (65mm) use Fig, 4LA. Material: Steel Function: For bracing pipe against sway and seismic disturbance. I Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2 (65mm) thru 8' (200mm). Installation Instructions: Fig. 4A is the braced pipe attachment component I 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./(bs. (68Nm). Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish Note: Please refer to Fig. 4LA for longitudinal brace applications for 1" (25mm) - 12" (300mm( pipe sizes. I I [II Pipe Max. Horizontal Approx. I Part Size A C D Bolt Design Load (UL) Wt./ioo No. in. (mm) in. (mm) in. (mm) in. (mm) Size lhs. (kN) lbs. (kg) 4A-21/2 21/2° (100) 7' (177.8) 211/16"(68.3) 3" (76.2) 1/2"_13 1000 (4.45) 134 (60.8) 1 4A-3 3" (80) 71/2" (190.5) 3' (16.2) 3/16' (84.1) 1/2 -13 1000 (4.45) 150 (69.0) 4A-4 4 (100) 81/2 (2159) 851) 11 33/8 (3/16 (937) '/213 1600 (7.11) 221 (1002)1 4A-5 5' (125) 93/4" (247.6) 3/8" (98.4) 4/8" (111.1) 1/2"-13 1600 (7.11) 253 (114.7) I 4A-6 6" (150) 111/2' (292.1)5(127.0) 5'/8'(130.2) 15 (896) 513(232.7)1 4A-8 8" (200) 131/4"(336.5) 611/16" (169.9) 61/8" (155.6) 1/2"_13 2015 (8.96) 601 (272.6) I Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 73 Eaton OPM APPROVED Sot Rnit R. Flordwora IniIiudpd Seismic Brad TOLCOTM Fig. 4L - Longitudinal In-Line Sway Brace Attachment (FM Approved) Size Range: 21/2 (65mm) through 8' (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2 (65mm) through 8)200mm) pipe. For UL Listed information refer to UL Listed page 74. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the "braced pipe" attachment ' component of a longitudinal sway brace assembly. It is intended to be combined with the bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. I I I LI Part No. Pipe Size in. (mm) A in. (mm) C in. (mm) D in. (mm) Bolt Size 30°-44° lbs. (kN) Max. Rec. Load (FM) 45°-590 600 140 lbs. (kN) lbs. (kN) 750 900 lbs. (kN) Approx. W000 lbs. (kg) 41_21/2 21/2" (65) 6/16" (163.5) 21/2' (63.5) 2/4" (69.8) 1/2"_13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 253 (114.7) 40 3" (80) 7" (177.8) 2/4' (69.8) 31I16" (77.8) 1/2 -13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 268 (121.5) 414 4' (100) 81/2' (215.9) 33/8' (85.7) 311/16" (937) 1/2"_13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 348 (157.8) 41-5 5" (125) 93/4" (241.6) 3/8' (98.4) 4/8" (111.1) 1/2"_13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (172.3) 4L-6 6 (150) 111/2 (2921) 5 (1270) 5'/8(130 2) 1/2"-13 530 (236)730)325) - 890 (396) 990 (440) - 640 (2903) 41-8 8' (200) 131/4" (336.5) 55/8" (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", 111'2" or T Sch. 40 brace pipe FM Approved design loads are based on ASD design method. * UL Listed not FM Approved. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 75 Eaton I I I I [1 I I I-] I I I I OPM <~ APPROVED I Seismic Bracing TOLCO Fig. 4LA - In-Line Sway Brace Attachment (FM Approved) Size Range: 1' (25mm) through 12' (300mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 1" (25mm) through 12' (300mm) pipe. / For UL Listed information refer to UL Listed page 76. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-1 3. Installation Instructions: Fig. 4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be 41A-1 thru 4LA-4 combined with the bracing member' and TOLCO transitional attachment and structural attachment to form a complete bracing assembly. For fire sprinkler applications NFPA 13 guidelines should be followed. To Install: Place the Fig. 4LA pipe clamp component over the pipe to be braced and tighten down the break-off nuts until the hex head portion breaks off to verify correct installation torque. Next engage brace member (pipe or strut) with jaw component and tighten break-off head bolt until the hex head breaks off to verify correct installation torque. Pivot jaw for correct angle and attach to structure using TOLCO brand transitional attachment and structural attachment. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. 4LA-6 thru 4LA-12 F] I I I] I I I I Pipe FM Max. Rec. Load Approx. Longitudinal & Lateral** Part Size A C D Bolt Size 30°-44° 450590 60-740 150-90° W000 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. NN) lbs. (kg) i1(25) 319/32 (912) 15/16(335) /(5)_I8 16 680 (302) 970 (4.31) 1190 (1) _1320 (8.7) 119 (540) 4LA-11/4 11/4' (32) 329/32' (99.3) 13/8" (35.3) 13/8' (35.3) 3/a'-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 123 (55.8) - - 45/32(1057) 11/2 (385) 11/2 (385) 3/8 16680(302) 970 (4.31) 1190 (529) 1320 (587) 127 (576) 41A-2 (50) 511/32' (135.6) 21/32' (51.9) 21/16" (51.9) 3/8'-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 142 (64.4) L21/2 21/3 (65) 5 /32" (148.7) 2/16" (58.5) 2/16" (58.5) 3/8'-16 680 (3.02) 4.1) 1190 (5.29) 1320 (5.87) - 173 (785)_ - 41A-3 (80) 61/2' (164.9) 25/8' (66.6) 25/8" (66.6) /8"-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 187 (84.8) r4LA 3'/23'/2(90) 7407 (1881) 21/8 (731) 2/8 (731) 3/8 16680(302)970(431)1190(529) 1320 (587) - 198 (898) -J 4LA-4 4' (100) 7/32" (190.8) 31/8" (79.5) 31/8" (79.5) 3/a"-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 209 (94.8) 49/(fl59) 1/2 131620(720) Nii Note 3 Note 5 521 (2363) 4LA-8 8" (200) 1213/16" (325.5) 5/16" (143.7) 521/32' (143.7) 1/2 .13 1620 (7.20) Note 2 Note 4 Note 6 629 (285.3) ri:AlO 10(250) 161/2 (4191) 7'/4(1842) 71/4 (1842) ___1/i'-13__ 1620 (720) Note Note Note 1320 (5987) 4LA-12 12" (300) 181/2" (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"13 1620 (7.20) Note 2 Note 4 Note 6 1496 (678.6) ** Longitudinal and Lateral Loads are the same except where noted in chart. Brace Note 7: Longitudinal Load 2260 lbs. (10.05kN) - Lateral Load 2300 lbs. (10.23kN) ABrace Note 2. Longitudinal Load 1660 lbs. (7.38kN) - Lateral Load 2300 lbs. (10.23kN) Longitudinal Fig. 9 Note Longitudinal Load 2010 lbs. (8.94kN) - Lateral Load 2820 lbs. (12.54kN) Brace .Fig. Note 4: Longitudinal Load 1570 lbs. (6.98kN) - Lateral Load 2820 lbs. (12.54kN) ---------Fin. 4[A Note 5: Longitudinal Load 2220 lbs. (9.87kN) - Lateral Load 3140 lbs. (13.96kN) / Note 6: Longitudinal Load 1740 lbs. (7.74kN) - Lateral Load 3140 lbs. (13.96kN) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise B-Line series Fire Protection Solutions 77 Eaton WD T <*> APPROVED Included I Seismic Brad TOLCO Fig. 1000 - "Fast Clamp" Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1" (25mm) thru 4(100mm) 40 (PS. Pipe size used for bracing: 1" (25mm) and 11/4" (32mm) Schedule 40 (PS. For pipe sizes larger than 4" (1 00mm) please refer to TOLCO Fig. 1001. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Features: Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation: Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component, Fig. 980 or other approved TOLCO seismic brace to form a complete bracing assembly. Follow NFPA 13 guidelines. To Install: Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1' extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals: Approved by Factory Mutual Engineering (FM). I Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. I For UL Listed information refer to UL Listed page 68. Application Note: Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. I Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe I size used for bracing (1' (25mm) or 11/4" (32mm)) , and finish. Designed to meet or exceed requirements of FM DS 2-8. I I I I I I I Pipe Part Number & Approx. Wt.I100 Size 1" (24mm) Brace Pipe 11I4" (32mm) Brace Pipe I in. (mm) Lbs. (kg) Lbs. (kg) I I Design Load - Allowable Horizontal Capacity (lbf) Per Installation '. 300-440 450590 600-740 750 900 Lbs. IN) Lbs. (kN) Lbs. (kN) Lbs. (kN) (25) 1000-1 X 71.6 (32.5) 1000-1 X 1'/4 75.8 (34A 200 (089) 280(124)340 1151) 380 (169) lh/4 '(32)J1i000_lh/4X1 74.8 (33.9) J 1000-1 /4 X 11/4 79.1 (35.9) ,]I_200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) Li!2 (40) 10001'/2X1 778 )353) 100011I2X11/4 821(372) 200 (089) 280 (124) 340 1151) 380 (169) 2" (50) 1000-2X 1 - 84.1 (38.1) 1000-2 X 11/4 88.4 (40.1) 1[200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 21/2 (65) 1000 2'/2X1 902 (409) 1000-21/2 X 11/4 946(429) 200(0891 280)124)340 (151) 380 (1i] 3"(80) fl000-3 X 97.3 .1![0-3 ill/4101.7(46.1) 230(1.02) 320 (1.42) 400 (1.78) 450 (2.00) 3'/2 (90) - 1000 3'/2X1 - 104.0 (47.2) 1000 31/2 X11/4 1084 (49 2) 230(102)320(142) 400 (178) LO-1 4" (100) J 1000-4X1 110.3 (50.0) I 1000-4X1'/4 114.6 (52.0)T 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) 1 FM Approved when used with 1, 11/4, 11/2, or 2 inch NIPS Schedule 40 GB/T 3091,EN 10255H, or AS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. I A)) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 69 Eaton OPM APPROVED ii I I Seismic Br I TOLCOTh Fig. 1001 - Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1(25mm) thru 8(200mm) (PS. I Pipe size used for bracing: 1' (25mm) and 11/4 (32mm) Schedule 40 (PS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: I Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. I Features: Can be used to brace schedule 7 through schedule 40 (PS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in I visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom 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). Included in our Seismic Engineering Guidelines approved by the State of California I Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 66. I Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe I size used for bracing (1(25mm) or 11/4 (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with I other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. Pipe Size in. (mm) I Design Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Load - For Sch. 1, Sch. 10, & Sch. 40 Pipe Allowable Horizontal Capacity (lbf) Per Installation 11,0 300-440 450-590 600.140 150-900 Lbs. (kN) Lbs. (kN) Lbs. NN) Lbs. NN) (25) 1001-1 X 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) 1800(8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) I I 11/4" (32) [1001.1'/4 Xl 100.0 (JO01_11/4 X 1'/ 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) j 11/2" (40) 1001-1'/2 X 100.0 (45.3) 1001-11/2 X 11I4 115.0 (52.1) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) (50) IL 1001-2 Xl 108.0(49.0) 1001-2 X 1'/4 121.0 (54.9) L 1230 (5.47) 1140 (7.74) 2140 (9.52) 2380 (10.58) I 2'/2"(65)100!-2'/2 X 138.6 (62.8) 1001-2'/2 X1'/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) (80) flool_3X1 147.2 (66.7) {1001-3X11/4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4X1 - 160.9 (73.0) 1001-4X1'14 - 182.4 (82.7) 850(3.78) 1200 (5.34(1470)6.54) 1640 (7.29) I 6" (150) 1001-6 X 1900. (86.2) j 1001-6 X 11I4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11M 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 GBIT 3091,EN 10255H, or AS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as Schedule 7". These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092, EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. Note: Metric sizes are available, contact factory. '1~v P~~ X All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 67 Eaton OPM <~> APPROVED Cone Point o Set Bolts A 4 Set Bolts Included kk onePoint Set Bolt B I Seismic Brad TOLCO Fig. 828 - Universal Sway Brace Attachment to Steel (FM Approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" 122.2mm1 thick steel structure. For thicknesses less than /8" 19.4mm1 refer to Fig. 825. Material: Steel Function: To attach sway bracing and/or hangers to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Factory Mutual Approved (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 52. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, bracing pipe' and a TOLCO 'braced pipe attachment to form a complete bracing assembly. NFPA 13 or FM guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting Fig. 980 or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting*. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. I124.7kg1 Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. * Retaining strap not required. I I I I FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300-440 450590 600-740 750-900 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11kN) FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) 300-440 450590 600-740 750-900 690 970 1210 1330 (3.O1kN) (4.31 kN) (5.38kN) (5.91 kN) FM Approved design loads are based on ASD design method. ----------- Fig. 828 Fig. 828 with Shovvn,A~, May pivot in any go direction Fig. 980 Shown with Fig. 980 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 53 Eaton , Traditional methods for installing branch line restraints in fire sprinkler systems are cumbersome I and time-consuming. Contractors often cut (and : re-cut) threaded rod to precise measurements to restrain the sprinkler pipe with a loop hanger and surge restraint. Traditional methods also commonly - require five or more parts per restraint. To avoid these labor-intensive methods, ERICO - has streamlined the process and developed the ., Branch Line Restraint System, part of the CADDY - - line of hanging and bracing solutions for the fire market. Ideal for restraining 1" (25 mm) through 2" (50 mm) branch lines, this innovative ' protection system is significantly faster and easier to install than current methods. It attaches directly to steel - - ' bar joists, I-beams or purlins, as well as concrete and wood structures. The hardware is installed with only one tool, a 5/16" (8 mm) socket drill driver, which provides significant labor savings and convenience. It features a simple, two-step installation process, allowing a time savings of up to 801,'o compared to other methods. Unlike most solutions that only accept 3/8" (M10) threaded rod, the versatile Branch Line Restraint '.' System features a swivel attachment that can be rotated to accept 3/8" or 1/2" (M 10 or M12) threaded rod. This allows greater restraint distances from the pipe to structure with 1/2" (M12) threaded rod. The system meets the requirements of NEPAr 13, -; making it ideal for new construction applications. The total system is cULus Listed and FM' Approved, and has been pre-approved by the . state of California (OSHPD OPA-2629-10). P. I I I I I I I Features Accepts 3/8" or 1/2" (M 10 or M12) threaded rod Quick grip clamp simplifies measuring and cutting of threaded rod Works with rough-cut threaded rod and eliminates pipe-side deburring Can be installed with threaded rod above or below the service pipe Shear-off head helps ensure correct torque and simplifies inspection I L j%-3 z RSI "I CO 'xl z ' --4 I -< -4 Spec ifications I Material: Steel Finish: Electro-galvanized c®us li? . ____ ___ v•• ___ CSBBRP0100EG 1.32' 318', 1/2" 6.67' 1.63" 0.88" CSBBRP0125EG 11/4" 1.66" 3/8", 1/2" 7.56" 1.97" 0.88" CSBBRP0150EG 1 1/2" 1.90" 3/8", 1/2" 8.20" 2.21" 0.88" CSBBRP0200EG 2.38" 3/8", 1/2" 9.45" 2.69" 0.88" I I I I I 94 www.erico.com Features Swivel connector accepts 3/8" or 1/2" (M10 or M12) threaded rod Attaches to concrete anchors or structural attachments with female threads 1s Specifications Material: Steel Finish: Electro-ga Ivan ized c®us ~j VRowdrSiz"eMIMHre,"q"~t~l~l~IrWwlidi"thi= ZScrew1warn2ter I S—cre-We-nw-h t1:I1t1c rnr Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. www.erico.com 97 gout CO C® US LISTED Set Screw and Locknut Included I Beam Clamps TOLCO Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Size Range: Fig. 65 - 1/2 13 rod sizes, and /8-11 rod sizes Fig. 65XT - /8'-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.Omm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8°-16 rod will support 1/2" 115mml thru 4" (lOOmm) pipe 1/2'13 rod will support thru 8" (200mm) pipe Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Z Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) [_ 65-1/2 1/2"13 - - 11/2" (38.1) 3/4 (19.0) 1" (25.4) /16" (14.3) 65-/8 /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /i" (14.3) Part F Approx.Wt./100 No. in. (mm) Lbs. (kg) i (31M 55j_j 65-5/8 11/4" (31.7) 55 (24.9) I I I I I I I I TOLCO Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening I Feature: Extruded holes allows for more thread T. C®usengagement of threaded rod and set screw. Finish: Plain or Electro-Galvanized >1 USTED 19/is" I Order By: Figure number and finish Approvals: Underwriters Laboratories Listed ) APPROVED (cULus) and FM Approved (FM) for up to 4" 3/4 t (lOOmm) pipe. (19.0) I Designed to meet or exceed requirements of FM DS 2-0 and NFPA 13. Set Screw and I Locknut Included L6- (22.2) t\j) Part For Approx.Wt/100 No. Rod Size Lbs. (kg) I 65X1 /s"-16 28.0 (12.7) I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 14 B-Line series Fire Protection Solutions LISTED APPROVED C > D Throat Opening - A (Rod Size) Hanger Rod Not Included . .-' . Set Screw and Locknut Included B3O34-/n" shown. Top Flange Attachment Applications 715 Bottom Flange Attachment Applications I Beam Clamps B3034 - C-Clamp Size Range: 3/8"-16 thru 3/4"-10 rod Material: Cast Malleable Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4 (19.0mm). Features: May be used on top or bottom flange of the beam. Beveled lip allows hanging from top flange where clearance is limited. May be installed with the set screw in the up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. The rear window design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed (cULus) and Factory Mutual Engineering Approved (FM) for /8"-16 and 1/2"-13 rod sizes. Conforms to Federal Specification WW-H-1 71 E & A-A-1 192A, Type 23 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 19. 3/8"-16 is (cULus) Listed to support up to 4" (loomm) pipe with the set screw in the down position, up to 3" (75mm) pipe with the set screw in the up position. 1/2"13 is (cULus) Listed to support up to 8" (200mm) pipe with the set screw in the down position, up to 6" 1150mml pipe with the set screw in the up position. Factory Mutual Engineering Approved only with the setscrew in the down position. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size and finish Setscrew Torque: Per MSS SP-58 14.2.5 /8" -16 set screws = 5 ft/lbs. (7 Nm) 1/2" -13 set screws = ii ft/lbs. (15 Nm) Caution should be taken not to over-tighten set screws. B3034-5H' and B3034-/ sizes Attach only as shown. C D Throat Opening .\ /4 (19.0) - -- A -- . r (Rod Size) - - - - - - Hanger Rod Not Included Set Screw and -- Locknut Included El I I 1-1, I I I I I I I I I I Part Rod Set Screw Maximum Iron Approx. No. Size Size B C D Pipe Size Per UL W11/100 A in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) B3034-3/8 /8-16 /8-16 X 11/2" 1/8' (41.3) 2" (50.8) /8' (19.0) 4' (100) 30 (13.6) B3034-1/2 1/2 _13 1/2 _13 X 1 /2" 113/16" (46.0) 2/16' (55.6) 1/16" (30.2) 8" (200) 47 (21.3) B3034-5/8 /8-11 h/2_13 x 2" 1/4' (44.5) 21/8' (54.0) 11/4' (31.7) -- -- - 58 (26.3) B3034-3/4 /4 -10 1/2"..13 x 2" 2" (50.8) 21/4 (57.2) 11/4 (31.7) -- -- 77 (35.0) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 13 I I I I Eaton Fig. 69-/8-1/2 Detail c®us LISTED 3) I Beam Clam I TOLCO'TM Fig. 69 - Beam Clamp Retaining Strap Size Range: 3/8"-16 thru /4"-10 rod 4" (101.6mm) thru 16" (406.4mm) lengths I Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of I beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. I Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking I mechanism of some kind, such as a hex nut for the Fig. 69 or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) I and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp. Finish: Pre-Galvanized I Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm). Lengths over 16" (406mm) are not UL Listed. I I I I Li I I I I Hole Dia. D For Use With Length Part No. in. (mm) 133033-3/8, 133034-3/8, B3031-3/8, 69-/8-/2-11. see Detail A 65-/8, 65X1-3/8, 66-/e Specify L . - 83033-'/2,B3034-1/2,65-'/2,66-1/2 69-/e.L 11/16" (17.5) B3033-5/8, 65-/8, 66-/8 Specify 69-/4-L 13/" (20.6) B3033-3/4 eci LT I A)) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 17 Eaton 1 I I I I I I UDDer Attachments I I I I 1 TOLCO Fig. 18 - All Steel Ceiling Plate C Size Range: /8"-16 rod Material: Pre-Galvanized Steel Function: Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Additionally, UL has listed the Fig. 78 with fasteners as shown in the table below. Finish: Plain or Electro-Ga Ivan ized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size and finish Patent #5,702,077 UL Listed Fastener Table Pipe Size Oty Fastener Type Material (2 Holes) I jh/2' 2" - 2 #14x11/4" A-point hex-washer-head shee et al screw 21/2' -4' 2 1/4" X 11/2" wood scre - - 1/4'xl"teksws I 1/2' - 2" 2 #14 x 11/4" A-point hex-w er-head sheet metal screw 1 1/2" - 2" 2 #14 x 2"A-point-he asher-head sheet metal screw * No pre-drilling Larger pipe sizes can beAllng with reduced spacing. Wood Wood - Metal (legauge)] Wood Wood thru /t' vo board I I [1 I Part No. L - (MM) ize A B C Hole Dia. D Thread Size Approx. Wt./100 ,, in. (mm) in. (mm) in. (mm) in. (mm) E Lbs. (kg) E 18-j.a ' 1/2' - 2" (15-60) 3" (76.2) 21/8" (54.0) 11/8" (28.6) /i" (7.9) /a"-16 15 (6.8) 0. 0. TOLCO Fig. 51 - Side Beam Bracket for NFPA Rod & Fastener Sizing I LI Size Range: /8"-16 thru 1/2"..13 rod, 1/2' (15mm) thru 8" pipe 1200mm1 Material: Steel Function: Recommended for attaching hanger rod to side of beams or walls. Designed to accommodate current rod schedule and fastener requirements per National Fire Protection Association (NFPA) Pamphlet 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and - Canada (cUL), and Factory Mutual Engineering approved. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. 1 A C Order By: Figure number and finish c @ Lts LISTED APPROVED Part No. Pipe Size Rod A B C Hole 1 Hole 2 Approx. WtJ100 in. (mm) Size in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) 51NFPA-3/8x3/8 - L2" -2" (15-60) - /a'-16 — T (50.8)/4" (19.0) 2" (50.8) (50.8) /16" (11.1) /16" (11.1! 35(15.9) 51NFPA-3/8x'/2 21/2' -4" (65- 100) /8"-16 2" (50.8) 3/4" (19.0) 2" (50.8) /16' (14.3) /16" (11.1) 34 (15.4) 51NFPA 'Izx'/z 5 6 (125150) 1/2'-13 - 21/2 (635) 3/4 (190)21/2 (635) /16 (143) /16 (143) 71 22(] 51NFPA-112x518 8" (200) 1/2"_13 21/2" (63.5) 3/4" (19.0) 21/2" (63.5) 11/16" (17.5) /16" (14.3) 70(31.7) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 89 Eaton Per NFPA ( 'I 1-3/8"or'/f Lag Bolts to 4 (100mm) pipe I Up 2-#16x2" I Drive Screws ½" (15mm) -4" (100mm) pipe I I I I Up UL Listed Fastener Table Pipe Size Qty Fastener Type Material L. 2 2 #16x2" Drive screws Wood 2" 1 /8" Lag bolt Wood 21/2"-4"i V2" Lag bolt Wood 31/2" 2 1/4" x 11/2' Lag bolts Wood [ 42 1/4 x 2 Lag bolts ** Wood 4' 2 1/4"xl'Tekscrews Metal (l5gauge) 4 2 '/4'xl"Tekscrews Metal (l6gauge) ** No pie-drilling 1 I 1 I I Upper Attachments I I I I 1 1 TOLCO Fig. 58 - Threaded Side Beam Bracket Size Range: /8'-16 rod, pipe sizes 1/2' (15mm) thru 4(100mm) Material: Pie-Galvanized Steel Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept /8' and 1/2' fastener bolts. Per NFPA 13: 1/2' (15mm) thru 2" (50mm) pipe requires 3/8' fastener, 21/2' (65mm) thru 4' (100mm) pipe requires 1/2" fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4' (100mm) pipe. Finish: Pie-Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. 2 1/4' x ?'Lag Bolts (No Pre-Drilling Up to 4' (100mm) pipe C®uS LISTED APPROVED lE iTJ ri to. I I] 2-#14x1" Tek Type Screws Larger pipe sizes can be hung with reduced spacing. I I Part No. Pipe Size Rod A B C Approx. Wt./100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 1/2" -4" (15- 100) /8"-16 2/4' (69.8) 11/2' (38.1) 11/8" (28.6) 14 (6.3) I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise B-Line series Fire Protection Solutions 91 Eaton GENERAL INFORMATION SECTION CONTENTS General Information......................1 Material Specifications ................. 1 Installation Specifications............2 Installation Instructions................3 Performance Data..........................4 Installation Specifications............8 Ordering Information....................9 SNAKE+ INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYP.) 1/4", 3/8" and 1/2 diameters SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck CODE USTED Icc-ES ESR-2272 CONCRETE This Product Available In Powers Design Assist® Real-lime Anchor Design Software wwwpowersdesignassist.com I ?owers. FASTENING INNOVATIONS I GENERAL INFORMATION SNAKE+® I Internally Threaded Screw Anchor I 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 I a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Suspending conduit, cable trays and strut • Pipe supports Interior applications/low level • Seismic and wind loading applications corrosion environment • Fire sprinklers Tension zone areas • Suspended lighting + Cracked concrete approved alternative to a dropin anchor + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete. Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES 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 I . I 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 I Jurisdiction. MATERIAL SPECIFICATIONS I Anchor Component Specification Anchor Body Case hardened carbon steel Plating Zinc plating according to ASTM B633, SCI, Type Ill (Fe/Zn 5) Minimum plating requirements for Mild Service Condition 1 I I I I I I I w.powers.com INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications Anchor Property! Notation Units Nominal Anchor Size 114" 318" 1/2" Setting information Nominal outside anchor diameter da(do)3 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 duir in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth' hnom in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment hst in. (mm) Not Applicable4 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) ft-lb. 120 (163) 345 (468) 345 (N-rn) (468) Maximum tightening torque of steel insert Taw ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Anchors Installed in Concrete Construction' Minimum member thickness' hmin in. (mm) Not Applicable' 4 (102) 4 (102) Critical edge distance' in. (mm) Not Applicable' 3 (76) 4 (102) Minimum edge distance' Gn. in. (mm) Not A Applicable' 3 (76) ____________________ 4 (102) ____________________ Minimum spacing distandistance'sea. in. (mm) Not Applicable' 3 (76) 4 (102) Anchors installed In the Topside of Concrete-Filled Steel Deck Assemblies5 Minimum member topping thickness h54a. in. (mm) Not Applicable4 3-1/4 (83) Not applicable Critical edge distance c4ja. in. (mm) Not Applicable' 3 (76) Not applicable Minimum edge distance '° in. (mm) Not Applicable' 3 (76) Not applicable Minimum spacing distance Srsin,dedctxp in. (mm) Not Applicable' 3 (76) Not applicable The information presented in this table is to be used in conjunction with the design criteria or 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 3h0f or 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. The 1/4-inch diameter anchor is limited to redundant fastening design only. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. Do not exceed Do not exceed 2 www.powers.com I I : ft7t:,. I I ?owers FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS I INSTALLATION INSTRUCTIONS 4.i••. ;4. .-•. V •.•V •.•V 0 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 bolt into a hole into the base material to the that does not exceed the maximum until the shoulder of the Snake-i- the Snake+, taking care not to required depth. The tolerances torque, Tw, for the selected anchor setting tool comes into contact exceed the maximum specified of the carbide drill bit used diameter. Attach the Snake-i- setting with the surface of the base tightening torque of the steel should meet the requirements tool supplied by Powers Fasteners materiaL Do not spin the setting insert element, T Minimum of ANSI Standard 8212.15. to the impact wrench. Mount the tool off the anchor to disengage. thread engagement should be anchor onto the setting tool, at least one anchor diameter. I I I Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies' SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER StRUt DECK (MINIMUM 2,500 PSI) Snake+ Audio, Irr 3-lU" MaL V V in. 4-112 1\; V Mii4-t!2"(typ) Min.12"CL(Typ( Lower Flute (Ridge)-1 No. 20 Gage Steel Deck 1. 318-inch diameter anchors may be placed in the topside of steel deck profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied. I I I I Installation Detail for Snake+ Installed in the Soffit of Concrete over Steel Deck floor and Roof Assemblies' STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 1. lin. 3" clearance Mm. Upper Flute (Valley) V V(AflckOlTYPl\tJ Mm 4-1/2 V Min. 4.112" Mm. 12" (lyp) Lower Flute (Ridge 1-1(4" No. 20 Gage Steel Deck I Flute 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles provided in minimum hole clearance is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. I I I I I I I t.powers.com 3 PERFORMANCE DATA FASTENING INNOVATIONS PERFORMANCE DATA Tension Desian Information (For use with load combinations taken from ACI 31B Section 91.2 Nominal Anchor Diameter Design Characteristic Notation Units 318 inch 112 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN TENSION' lcs• ASTM A36 36.0 2 Minimum specified yield strength of steel insert element f, (N/mm') ASTM A193, 105.0 Grade B7 (724) - Minimum specified ultimate strength " 1(31 ASTM A36 58.0 (400) ASTM A193, 125.0 - of steel insert element (N/mm') Grade B7 (862) Effective tensile stress area of steel insert element N in' I (mm') 0.1419 (A,)" 0.0775 (50) (92) lb ASTM A36 4.495 (20.0) 8,230 (37.0) Steel strength in tension Nsa (kN) ASTM A193, 9,685 Grade B7 (43.1) - Reduction factor for steel strength' - 065 CONCRETE BREAKOUT STRENGTH IN TENSION' Effective embedment ha in. 1.10 (2 1.54 9) Effectiveness factor for uncracked concrete k5. - 24 30 Effectiveness factor for cracked concrete k5, - 17 24 Modification factor for cracked and uncracked concrete' C.N - Cracked concrete = 1.0 Uncracked concrete = 1.0 Critical edge distance (mm) (76) I (1 02) Reduction factor for concrete breakout strength' - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)- Characteristic pullout strength, uncracked concrete (2,500 psi)5 N lb (kN) See note 7 See note 7 Characteristic pullout strength, cracked concrete (2,500 psi)'(kN) lb ee note 1,665 (7.4) Reduction factor for pullout strength' - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)',' 1 NAeq lb See note 7 1,665 Reduction factor for pullout strength' 0 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 P.dàUflu lb 1,515 1,625 uncracked concrete over steel deck'° (kN) (6.7) (7.2) Characteristic pullout strength, N lb 1,075 1,300 cracked concrete over steel deck'."e,jçc, (kN) (4.8) (5.8) Characteristic pullout strength, N lb 1,075 1,300 cracked concrete over steel deck, seismic69'° (kN) (4.8) (5.8) Reduction factor for pullout strength, concrete over steel deck' on i on - Condition B - 065 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of Section D.3.3 shall apply. Installation must comply with published instructions and details. All values of çb were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 4 must be determined in accordance with ACI 318-11 Section D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for condition A, see ACI 318-11 D.4.3 for appropriate 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 0.1. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. 0.1. Tabulated values for steel strength in tension must be used for design. For all design cases use i/f.s = 1.0. Select appropriate effectiveness factor for cracked concrete (ka) or uncracked concrete (k=ss). For all design cases use IJ/i' = 1.0. For concrete compressive strength greater than 2,500 psi, N = (Pullout strength value from table)5(specified concrete compressive strength/2500)'. For concrete over steel deck the value of 2,500 must be replaced with the value of 3000. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Ns and 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 N d.& are for sand-lightweight concrete (f'ci = 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 0.5.2 is not required for anchors installed in the flute (soffit). The notation in brackets is for the 2006 IBC. 4 www.powers.com I I I I I I I I I I I lowers FASTENING INNOVATIONS PERFORMANCE DATA ASTM A36 770 1,995 Steel strength in shear, concrete over steel deck, seismic (kN) ASTM A193, 1,665 Grade B7 (7.4) - Reduction factor for pullout strength' q5 - 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 AC 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2. or ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix 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 D requirements for Condition A, see ACI 318-11, D.4.3 for the appropriate 1 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a ductile steel element as defined by ACI 318 D. 1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 0.6.1.2. Anchors are permitted to be used in sand-lightweight concrete provided that Vb is multiplied by a factor of 0.60 (not required for steel deck).. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for are for sand-lightweight concrete (f'i = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 10.The notation in parenthesis is for the 2006 IBC. U I I I I I I I www.powers.com PERFORMANCE DATA lowers. FASTENING INNOVATIONS Factored Design Strength (ON And OV) Calculated In Accordance With ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha = hr,un, and with the following conditions: - car is greater than or equal to the critical edge distance, c (table values based on Cal = cc). - ca2 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 pryout strength in shear are calculated using the effective embedment values, hef, for the selected ... a •' anchors as noted in the design information tables Please also reference the installation specifications for more information. - Strnnnth reduction factors (rt were based on Mi Section Q 2 for load combinations Condition R is assumed. '. L 4 Tabular values are permitted for static loads only, seismic loading is not considered with these tables .. , ' .4 'j For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths Installed in Cracked Concrete Steel Minimum Concrete Compressive Strength. fc (psi) Nominal I Nominal Embed. Insert Element 2,500 3.000 4,000 6,000 8,000 (Threaded ow 4 4 qSin f/INn (/Vn f/INn lllvn Size (in.) h. (in.) Rod or Bolt) Tension Shear I Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 635 700 805 116 985 w 1,140 iI 3/8 1-5/8 AGrade B7 STM A3 635 685 700 750 805 870 985 1,065 1,140 ¶iy 1/2 2-3/16 ASTM A36 1,080 1,185 UN 1,370 ¶IcI 1,675 1,935 fLI 0- Anchor PulloutlPryout Strength Controls 0 - Concrete Breakout Strength Controls 0- Steel Strength Controls Tension and Shear Design Strengths Installed in Uncracked Concrete Steel Minimum Concrete Compressive Strength. f'c (psi) Nominal Anchor Nominal Embed. Insert Element 2.500 3,000 _______ 4,000 6,000 81000 Tension Shear i/INn Tension f/IVn Shear 1/INn Tension tVn f/INn f/IVn On 'In St ear Size in. h... in. (Threaded ONn o or Bolt) S ear Tension Shear Tension (lbs.) (lbs.) (lbs.) abs.) (lbs.) (lbs.) (lbs.) (lbs.) abs.) (lbs.) ASTM A36 900 iI!) 985 1,140 !I!) 1,395 IJ 1,610 3/8 1-5/8 ASTM A193 Grade B7 900 970 985 1,060 1,140 ¶JY# 1,395 j7ç 1,610 1/2 2-3/16 ASTM A36 1,865 ¶t2I 2,040 %W 2,355 ¶L 2,885 3,335 0- Anchor Pullout/Piyout Strength Controls 0- Concrete Breakout Strength Controls 13- Steel Strength Controls - 6 www.powers.com 'I I 2owers FASTENING INNOVATIONS PERFORMANCE DATA UREDUNDANTIFASTENING1APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can I 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 ni, fl2 and n3 below, redundancy will be satisfied. I 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 Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Number of Anchorage Points a all =At least I Anther 03 03 03 03 Per — point —1 meaT _ Element I Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying I and limiting the following variables = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point I n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or ACI 318 Section 9.2 Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking Rd, ASD = • F. of: Where ot 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. 1 Strength Design (SD) Design values for use with strength design shall be established taking 0. • F I See redundant fastening design information table for Snake+ design resistance. I I I 1 w.powers.com FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property! Setting Information Notation Units Nominal Anchor Size 114" 318" 112" Nominal drill bit diameter dbC in. 3/8 1/2 ANSI 3/4 ANSI ANSI Nominal embedment depth h in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment her 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 h3 in. 3 (76.2) 3 (76.2) 3 (mm) (76.2) Overall anchor legnth fand, in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening, C,ni = Cac in. (mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, redundant fastening' Smin in. 8 (203) 8 (203) 8 (mm) (203) Maximum tightening torque of steel insert element (threaded rod or bolt) T,,,a. ft-lb. (N-m) 4 (6) 8 (11) 36 (49) Maximum impact wrench power (torque) ft-lb. 120 (163) 345 (468) 345 (N-rn) (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors'23 Anchor Property/Notation Units Nominal Anchor Size _______________ 114" 318" 112" Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hn= in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE'-' Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete (2,500psi) FM (kN) lb n, a 4 ni 2 3 ni ~ 4 ni ~: 3 ni ~t 4 ni 2t 550 360 675 450 1 675 450 1 (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 DECW Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete over steel deck (2,500 psi) lb (kN) ' ~ 4 ni ~ 3 ni ~ ni a 3 ni ~ 4 ni k 3 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor' - 0.65 The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IBC Section 1605.2.1, or ACI 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. 8 www.powers.com Minimum Minimum Concrete Compressive Strength f'c = 2.500 psi (17.2 MPa) f'c = 3.000 psi (20.7 MPa) f'c = 6,000 psi (41.4 MPa) Nominal Anchor Embedment Diameter Depth In. Tension Shear Tension Shear Tension Shear in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2,335 1,045 (41) (9.5) (4.6) (10.4) (4.6) 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor Cat No. Anchor Size Embedment Internal Thread Depth Std. Box' Std. Ctn. 6400SD 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32' 50 500 64035D 1/2' 2-1/2" 15/16' 50 300 1. Each box comes with one free setting tool Settina Tool for Snake+ Screw Anchor Cat No. Anchor Size Std. On. 6402SD 1/4" 1 64075D 3/8" 1 6404SD 1/2" 1 I I I I I 1 I I I I c—'-'i— rDR I I 2owers FASTENING INNOVATIONS Ultimate Tension Load Capacities for Snake+ in Normal-Weiaht Uncracked Concrete' .1,1.4 ORDERING INFORMATION I I I I, 1 I 1 w.powers.com 9 I I L I I 0 do SECTION CONTENTS General Information......................1 Material Specifications ................. 1 Installation Specifications............2 Installation Instructions................3 Performance Data..........................5 Ordering Information..................10 - POWER-STUD+ ASSEMBLY THREAD VERSION UNC threaded stud Zinc plated carbon steel body with stainless steel expansion dip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYR) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck Grouted-filled concrete masonry (CMU) This Product Available In Powers Design Assist Real-Time Anchor Design Software www.powersdesignassist.com ?owers GENERAL INFORMATION FASTENING INNOVATIONS GENERAL INFORMATION POWER-STUD® +SD2 Wedge Expansion Anchor The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications / low level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading Medium to heavy duty purposes + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor + Anchor design allows for follow-up expansion after setting under tensile loading International Code Council, Evaluation Service (ICC-ES), ESR-2502 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 anchors) FM Global (Factory Mutual) - File No. 3033795, 3/8" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. EX1289 - See listing. CSI Divisions: 0316 00 - Concrete Anchors, 04 05 19.16 - Masonry Anchors and 05 05 09 - Post-Installed Concrete Anchors. Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor component Specification Anchor Body Medium carbon steel Hex nut Carbon steel, ASTM A 563, Grade A Washer Carbon Steel, ASTM F 844; meets dimensional requirements of ANSI B18.22.2. Type A Plain Expansion wedge (clip) Type 316 Stainless Steel Platin g (anchor body, nut and washer) Zinc plating according to ASTM B 633, SCI Type Ill (Fe/Zn 5). Minimum plating requirements for Mild Service Condition. www.powers.com INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Table for Power-Stud+ 5D24 Anchor Property! Notation ts ns Uni Nominal Anchor Size 318' 112" 518" 314' Setting Information Anchor diameter d2 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter du in. 3/8 1/2 5/8 3/4 ANSI ANSI ANSI ANSI Minimum nominal h. in. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 5-3/4 embedment depth, (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment hg in. 2 2 3-1/4 3-1/4 4-1/4 3-3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth, h0 in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5 6-1/4 (mm) (67) (70) (102) (108) (133) (127) (159) Minimum concrete hmm in. 4 4-1/2 6 5-3/4 5-3/4 5-3/4 6-1/2 8 1 7 10 member thickness (mm) (102) (114) (152) (146) (146) (146) (165) (203) (178) (254) Minimum overall anchor length' in. (mm) 3 (76.2) 3-3/4 (95) 4-1/2 (114) 4-3/4 (121) 6 (152) 5-1/2 (140) 7 (178) Minimum edge distance' cmin in. 2-1/2 4 2-3/4 4 2-3/4 1 4-1/4 4-1/4 5 4-1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) (114) Minimum spacing distance' 5mm in. (mm) 3-1/2 (88.9) 6 (152) 6 (152) 4 (102) 6 (152) 4-1/4 (108) 4-1/4 (108) 6 (152) 6 (152) Critical edge distance'(mm) cac in. 6-1/2 (165.1) 8 (203) 10 (254) 8 (203) 153I4l (400) 10 (254) 12 (305) 12 (305) Installation torque Thnt ft-lb. (N-m) 20 (27) 40 (54) 60 (81) 110 (149) Torque wrench socket size - in. 9/16 3/4 15/16 1-1/8 Nut height - in. 21/64 7/16 35/64 41/64 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. The embedment depth, is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. For installations through the soffit of steel deck into concrete see the installation details in Figure A, B, and C. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3he or 1.5 times the flute width. The hole diameter in the steel deck must not exceed the hole diameter in the concrete by more than 118-inch (3.2 mm). The listed minimum overall anchor length is based on anchor sizes commercially available at the time of publication compared with the requirements to achieve the minimum nominal embedment depth and possible fixture attachment. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies in accordance with the installation specifications and design information provided the concrete thickness above the upper flute meets the minimum thicknesses specified in the tables; see Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies table and installation detail D. Anchor Settina Information for Installation on the Ton of Concrete-Filled Steel fleck AccemhIipc3•4 Anchor Property! No ti taon Units ns Nominal Anchor Size (inch) 3/8fl 112" Setting Information Nominal drill bit diameter dbit in. 3/8 ANSI 1/2 ANSI Minimum nominal embedment depth' h in. 2-3/8 (60) 2-1/2 (mm) (64) Effective embedment hi in. 2.00 (51) 2.00 (mm) (51) Minimum concrete member thickness, hr 3iftdi2 in. (mm) 2-1/2 (64) 2-1/2 (64) Critical edge distance Ca in. (mm) 8 (203) 9 (229) Minimum edge distance cn,dtop in. 4 (102) 2-3/4 (70) 8 (mm) 4 (102) I I (203 Minimum spacing distance 5nin,de& top in. (mm) 3-1/2 (89) 6 (152) 8 (203) I I (102) Minimum hole depth h0 in. 2-1/2 (64) 2-1/2 (mm) (64) Installation torque T,, ft-lb. ft.-lb. 20 (27) 40 (54) Torque wrench socket size - in. 9/16 3/4 Nut height - in. 21/64 7/16 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. The embedment depth, h0,,, is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies provided the concrete thickness above the upper flute meets the minimum thicknesses specified in this table. Minimum concrete member thickness refers to the concrete thickness above the upper flute (topping thickness). See Installation Detail D. For all other anchor diameters and embedment depths, refer to the insta lation table for applicable values of h,,mn, Cnm and sm,n. Design capacities shall be based on calculations according to values in Tension and Shear Design Information for Anchors in Concrete tables. www.powers.com 2 iii Ca L INSTALLATION INSTRUCTIONS Power-Stud+ SD2 Anchor Detail 2owers FASTENING INNOVATIONS Head Marking Legend - Letter Code = Length Identification Mark + Symbol = Strength Design Compliant Anchor A. Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Before After Length Identification Mark I A I B I C I I E F I G I H I I I K I L I M I N I I From 1-1/2 2' I 2-1/2" 3" 3-1/2" 4" 14-1/2 I " I 5-1/2" 6" 6-1/2" 7' 71/2' 8" 18-1/2" I Up to but not including 2" 2-1/2 3" 3-1/2" 4" 4-1/2" I I I I 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" I 9" I 19-1/2 I Length identification mark indicates overall length of anchor. INSTALLATION INSTRUCTIONS Installation Instructions for Power-Stud+ 5D2 VA V V VA VA 1L9 VAVA Ijg\ Ei IiI!Li Step 4 Tighten the anchor with a torque wrench by applying the required installation torque, Th. Step 1 Step 2 Using the proper drill bit size, Remove dust and debris drill a hole into the base material from the hole, using a hand to the required depth. The pump, compressed air or tolerances of the drill bit used a vacuum to remove loose should meet the requirements particles left from drilling. of ANSI Standard B212. 15. Step 3 Position the washer on the anchor and thread on the nut. If installing through a fixture drive the anchor through the fixture into the hole. Be sure the anchor is driven to the minimum required embedment depth, 1 I 1 - = > I E 0 3 w.powers.com INSTALLATION INSTRUCTIONS Q FASTENING INNOVATIONS Installation Detail A: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor and Root Assemblies (see dimensional STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) En. 3-114" 314 Clearance Mm. Upper Flute (Valley) 1 Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. MIn.4-l/2" (Typ) - j Min.12-l/2"(T(p) Min. 1-114" No, 20 Gage Steel Installation Detail B: Power-Stud+ SD2 Installed in the Soffit of Concrete Over Steel Deck Floor ana ROOT Assemblies tsee dimensional protile LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) - 1 Clearance Mm. r Upper Flute (Valley) I U 9•V •TT U U' @ •V •V U UT Mln37/8\'7 Anchor (Typ) Min. 3-7/8" Min.12"(T(p) If Mm. Lower flute (Ridge No.20 Gage Steel Deck Flute 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of Detail B profiles may be installed with a maximum 15/16 -inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Installation Detail C: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor ana ROOT Assemblies (See Dimensional Protile STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Mm, 2-114" 1—r Clearance Mm, ::;T: :7 Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail C provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail C profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail C provided the concrete thickness above the upper flute is minimum 3-1/4-inch and a minimum hole clearance of 3/4-inch is satisfied. 2-1/2" 1-3/4" Mm. Mm, Mm: 314" No. 20 Gage Steel Deck Mm, Lower Flute Ed Installation Detail D: Installation Detail for Anchors in the Top of Concrete Over Steel Deck Floor ana ROOT Assemblies see dimensional protile reciuir OVER STEEL DECK (MINIMUM 2,500 PSI) Power-Stud, Anchor )Iyp) Min. 2-112" Upper Flute (Valley) V, Min. Min.3'1fl"\. ;i 11/2" (l(P) \' a / a ffEdge MIn.I-314" Mlii. 6(1(p) Lower Flute (Ridg Min. No.20 Gage Steel Ded Flut Anchors may be placed in the top side of concrete over steel deck profiles in accordance with Detail D provided the minimum concrete thickness above the upper flute (topping thickness) is as illustrated and the minimum spacing distance and minimum edge distances are satisfied as given in Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies Table. For anchors installed in the top of concrete over steel deck profiles with concrete thickness above the upper flute (topping thickness) greater than or equal to the minimum concrete member thicknesses specified in Installation Table for the Power-Stud+- SD2, the minimum spacing distance and minimum edge distances may be used from this table, as applicable. www.powers.com 4 - ' 5l'A'4 lOW .' I t ''! I 11VU: I I IlUW I I IIUW r I Wj. I! Reduction factor for pullout strength' i - i 0.65 (Condition B) Uncracked concrete p lbf/in 865.000 717,00 569,000 420,000 Mean axial stiffness values (kN/mm) (151) (126) (100) (74) service load range A Cracked concrete E lbf/in 49,500 57,000 64,500 72,000 P (kN/mm) (9) (10) (11) (13) The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318 D.3.3, as applicable, shall apply. Installation must comply with published instructions and details. All values of 4) were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5,3 or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix C are used, then the appropriate value of 4) must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 318-14 Chapter 17 or ACI 318 Appendix D, as applicable, requirements for Condition A, see ACI 318-14 17.3.3 or ACI 318-11 D.4.3, as applicable, for the appropriate 4) factor when the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable, are used. The Power-Stud+ SD2 is considered a ductile steel element in tension as defined by ACI 318-14 2.3 or ACI 318 D.1, as applicable. Tabulated values for steel strength in tension are based on test results per ACI 355.2 and must be used for design. For all design cases use VCN = 1.0. Select appropriate effectiveness factor for cracked concrete (ks) or uncracked concrete For all design cases use V,P = 1.0. For concrete compressive strength greater than 2,500 psi, Npn = (pullout strength value from table)*(specified concrete compressive strength/2500)'. For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n = 1/2 with the exception of the 3/8' anchor size for cracked concrete where n = 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Nb, Neq and Npn 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. Mean values shown; actual stiffness varies considerable depending on concrete strength, loading and geometry of application. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies; see installation details A, 8, C and D. I 0 Io C PERFORMANCE DATA . ?ovvers. FASTENING INNOVATIONS w.powers.com ower. FASTENING INNOVATIONS PERFORMANCE DATA Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design. Anchors are permitted to used in sand-lightweight concrete provided that Vb and Vq, are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies; see installation details A, B, C and D. w.powers.com 3 I PERFORMANCE DATA Tension and Shear Design Data for Power-Stud+ 5D2 Anchors in the Soffit of Concrete-Filled Steel Deck Assemblies 1,2,7 ?owers FASTENING INNOVATIONS fonE LISTED CC-ES ESR-2502 19 Nominal Anchor Size (inch) Design Characteristics Notation Units 0.375 0.5 0.625 0.75 Anchor Category 1, 2 or 3 - 1 1 1 1 Effective Embedment het in. 2.00 2.00 (5 1) I 3.25 3.25 4.25 3.75 (mm) (51) I (83) (83) (108) (95) PULLOUT STRENGTH IN TENSION FOR ANCHORS IN SOFFIT OF SAND LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK' According to Characteristic pullout strength, lbf 1,855 2,065 3,930 4,665 7,365 4,900 Detail A uncracked concrete over steel deck' (kN) (8.3) (9.2) (17.5) (20.8) (32.8) (21.8) 4-1/2-inch-wide Characteristic pullout strength, lbf 1,445 1,465 2,600 3,305 5,215 3,470 deck flute cracked concrete over steel deck',' (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4) According to Characteristic pullout strength ' Nn,j& lbf 2,235 2,785 5,600 Not Not Not Detail B uncracked concrete over steel deck' (kN) (9.9) (12.4) (24.9) Applicable Applicable Applicable Characteristic pullout strength, Np. decJca lbf 1745 1,975 3,695 Not Not Not 3-7/8-inch-wide deck flute cracked concrete over steel deck0 (kN) (t1•8) (8.8) (16.4) Applicable Applicable Applicable According to Characteristic pullout strength, lbf 1,600 2,025 Not Not Not Not Detail C uncracked concrete over steel deck' (kN) (7.1) (9.0) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Characteristic pullout strength, Np.decica lbf 1,250 1,435 Not Not Not Not deck flute cracked concrete over steerdeck"3 (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable Reduction factor for pullout strength' 0 - 0.65 STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK" According to Steel strength in shear, lbf 2,170 3,815 5,040 4,015 6,670 4,325 Detail A concrete over steel deck (kN) (9.7) (17.0) (22.4) (179) (29.7) (19.2) Steel strength in shear, seismic Vsded lbf 1,715 3,815 5,040 2,675 4,445 2,820 4-1/2-inch-wide deck flute concrete over steel deck (kN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5) According to Steel strength in shear, lbf 3,040 2,675 4,930 Not Not Not Detail B concrete over steel deck (kN) (13.5) (11.9) (21.9) Applicable Applicable Applicable Steel strength in shear, seismic, V,4dkq lbf 2,400 2,675 4,930 Not Not Not 3-7/8-inch-wide deck flute concrete over steel deck (kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable According to Steel strength in shear, VmAed lbf 2,170 2,880 Not Not Not Not Detail C concrete over steel deck (kN) (9.7) (12.8) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Steel strength in shear, seismic Vsadecki lbf 1715 2,880 Not Not Not Not deck flute concrete over steel deck (kN) (!7.6) (12.8) Applicable Applicable Applicable Applicable Reduction factor for steel strength in shear, 1 0 - 0.65 concrete over steel deck' For all design cases 'f&p = 1.0. For concrete compressive strength greater than 3,000 psi, N,=(pullout strength value from table) * (specified concrete compressive strength/2500)'. For all anchors n=1/2 with exception of the 3/8-inch-diameter anchor size, where n=113. Values for Ne are for sand-lightweight concrete = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.4.2 or ACI 318 D.52, as applicable, is not required for anchors installed in the deck soffit (flute). Values for NPAk. are applicable for seismic loading. Shear loads for anchors installed through steel deck into concrete may be applied in any direction. Values for Vda and V,.j,&,q are for sand-lightweight concrete (f'cm, = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.5.2 or ACI 318 D.6.2, as applicable and the pryout capacity in accordance with ACI 318-14 17.5.3 or ACI 318-11 D.6.3, as applicable, is not required for anchors installed in the deck soffit (flute). All values of 0 were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix Care used, then the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. Anchors shall have an axial spacing along the flute soffit equal to the greater of 3h0s or 1.5 times the flute width. I z n = 0 w.powers.com 1 I I, FASTENING INNOVATIONS .-OPowers. PERFORMANCE DATA Factored Design Strength (4N5 and V) Calculated in Accordance with AC! 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: - cai is greater than or equal to the critical edge distance, c. (table values based on cat = c.). - cat is greater than or equal to 1.5 times cat. 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 ;'; ai' • and pryout strength in shear are calculated using the effective embedment values, hei, for the selected anchors as noted in the design information tables Please also reference the installation specifications for more information. Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. 4 Tabular values are permitted for static loads only, seismic loading is not considered with these tables For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths for Power-Stud+ SD2 in Cracked Concrete Nominal Anchor Diameter Nominal Embed. Minimum Concrete Compressive Strength fc=2.500psi fc=3.000psi fc=4.000psi fc=6.000psi f'c=8.000psi Tension (lbs.) Shear I (lbs.) 4lNn Tension (lbs.) (Vn S ear (lbs.) 4Nn Tension (lbs.) iVn S ear (lbs.) Nn Tension (lbs.) iVn S ear (lbs.) Tension (lbs.) .Vn S ear (lbs.) 3/8 2-3/8 1,405 1,685 1,495 1,845 1,645 ?A4. 1,885 W 2,075 kft 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 1/2 2,845 3,115 1II 3,595 11! 4,405 5,085 it1!t 5/8 3-7/8 3,235 4,220 3,545 4,620 4,095 5,335 5,015 6,535 5,790 tMY 4-7/8 4,840 40 5,305 f4 6,125 (1D1 7,500 f4 8,660 3/4 4-1/2 4,010 7,590 4,395 dW 5,075 - 6,215 1),356 7,175 5-3/4 5,065 f1lt 5,550 6,410 UW 7,850 9,065 0 - Anchor PulloutlPryout Strength Controls 0- Concrete Breakout Strength Controls IJ- Steel Strength Controls Tension and Shear Design Strengths for Power-Stud+ SD2 in Uncracked Concrete Nominal Anchor Diameter fl. NoineIil Emb. . Minimum Concrete Compressive Strength f'c = 2.500 psi fc = 3.000 psi fc = 4000 psi t'c = 6.000 psi f'c = 8.000 psi çbNn Tension (lbs.) 4)Vn Shear (lbs.) 4Nn Tension (lbs.) (/)Vn Shear (lbs.) çbNn Tension (lbs.) S ear (lbs.) (16N1 Tension (lbs.) Vn Shear (lbs.) 4Nn Tension (lbs.) Vn Shear (lbs.) 3/8 1 2-3/8 1,805 &M 1,975 &M 2,280 &M 2,795 8M 3,225 1/2 2-1/2 2,205 2,375 2,415 2,605 AM 3,005 3,420 9,10 3,945 4,300 ItII 4,710 Im 5,440 iiV 6,660 7,690 5/8 3-7/8 4,570 5,905 5,005 6,470 5,780 %f!I 7,080 It 8,175 4-7/8 6,835 W 7,485 tJ1fr 8,645 (X11 Lft W. tjl 3/4 41/2 5,665 411W 6,205 0) 7,165 6 8,775 WLI 10130 U$ 5-3/4 1 8,720 &ft 9,555 11,030 410 13,510 15,600 U- Anchor Pullout/Pryout Strength Controls U - Concrete Breakout Strength Controls 0- Steel Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, o, for the controlling load combination. See ICC-ES ESR-2502 or contact Powers for more information regarding the procedure to convert factored design strengths to allowable loads. F: www.powers.com PERFORMANCE DATA lowers FASTENING INNOVATIONS Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead toad and 50% live load, with controlling load combination 1.2D + 1.61. Calculated weighted average for the conversion factor, o: 1.2(0.5)+ l.6(0.5)= 1.4. I Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in Grouted Filled Concrete Masonry"3 (a Minimum Masonry Compressive Strength. fm = 1,500 psi (104 MPa) Nominal Anchor Size Minimum Embedment Installation HL. Ulimate Allowable Ulimate Allowable Shear Depth (mm) Location3 Load Tension Load Tension Load Shear Load (mm) lbs. lbs. lbs. lbs. ___________________Md— (kN) (kN) (kN) (kN) 4 I 1 Go,I3FlIl,d cmu I ft) 3/8 2-1/2 Wall Face/End Min.2-1/2 Edge and 1,670 335 2,075 415 (9.5) (50.8)End Distances (7.4) (1.5) (9.2) (1.8) ____________ C,flW.b(Typ) Wall Face/End 2,295 460 1,310 260 8) Mm. 3' Edge and (10.2) (2.0) (5.8) (1.2) Face Shell 1/2 End Distances Permissible Anchor Locations Top ofWeill 31320 665 1140 230 (12.7) (UnhatdedArea I Through Face Shell) (953) Mm. 1-3/4" Edge and (14.8) (3.0) ('5.1) (1.0) 4" Edge Distances ___________ Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. www.powers.com I Cat. No. Anchor Size Thread Length Box Qty. Carton1100 Qty. Wt. (lbs.) ANSI Carbide Drill Bit Cat. No. SDS-Plus Max Spline Fathead SDS- Plus/S-4 Plus 44 Cutter SDS- Max 44 Cutter Head Spline Single Tip Spline 74135D2 3/8 x3" 1-3/4' 50 300 10 00727 00333 01401 7414SD2 3/8 x3-112" 2-1/4' 50 300 12 00727 00333 01402 7415SD2 3/8" x 3-3/4" 2-1/2' 50 300 13 00727 00333 01402 7416S02 3/8" x5" 3-3/4' 50 300 16 00729 00334 01402 74225D2 112"x3-3/4" 2-1/8" 50 200 23 00739 00346 08801 01407 7423S02 1/2" x 4-1/2" 2-7/8' 50 200 28 00741 00348 08801 01407 7424SD2 1/2" x 5-1/2" 3-7/8" 50 150 32 00741 00348 08801 01408 7426S02 1/2" x7" 5-3/8" 25 100 44 00741 00348 08801 01408 7427S02 1/2"x8-1/2" 6-7/8" 25 100 46 00741 00349 08802 01409 7435S02 5/8" x 4-3/4" 2-7/8" 25 100 52 00359 08809 07017 01418 7433S02 5/8" x5" 3-1/8" 25 50 57 00359 08809 07017 01419 7434502 5/8" x6" 4-1/8" 25 75 64 00359 08809 07020 01419 7436502 5/8" x7" 5-1/8" 25 75 72 00361 08809 07020 01419 7438S02 518"x8-112" 6-5/8" 25 75 84 00361 08810 07020 01420 7442SD2 3/4" x 5-1/2" 3-1/4" 20 60 88 00368 08817 07031 01433 74445D2 3/4" x6-114" 4" 20 60 90 00370 08817 07033 01433 74465D2 3/4x7 4-3/4" 20 60 95 00370 08817 07033 01433 74485D2 3I4x8-1/2" 6-1/4" r10 40 95 00370 08818 07033 01433 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers. I ORDERING INFORMATION FASTENING INNOVATIONS ORDERING INFORMATION Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Exoansion Clio) Installation Accessories Cat. No. Description I Box Qty 08466 Adjustable torque wrench with 1/2" square drive (25 to 250 ft-lbs.) I 08280 Hand pump / dust blower 1 11 tI .rq~j id Li 1 iw.powers.com 10 tc I I I 10 Zinc plated carbon steel ANCHOR SIZE RANGE (TTh) 3/8" SUITABLE BASE MATERIALS Post-Tension Concrete Precast Hollow-Core Plank Normal-weight concrete Lightweight concrete E TED 912 GENERAL INFORMATION GENERAL INFORMATION MINI-UNDERCUT+TM Internally Threaded Undercut Anchor The Mini-Undercut+ anchor is an internally threaded, self-undercutting anchor designed for performance in cracked and uncracked concrete. Suitable base materials include post-tension concrete T slabs), hollow-core precast concrete, normal-weight concrete and sand-lightweight concrete. The Mini-Undercut+ anchor is installed into a pre-drilled hole with a power tool and a setting tool. After installation a steel element is threaded into the anchor body. The result is an anchor which can provide consistent behavior at shallow embedments as low as 3/4 of an inch. EUriNEERED By ?owers SECTION CONTENTS General Information.........................1 Installation Instructions..................2 Reference Data (ASD)......................3 Strength Design (SD) ....................... 4 Ordering Information.......................6 MINI-UNDERCUTi. THREAD VERSION UNC Thread Tension zones, seismic and • Fire Sprinkler & pipe supports wind loading applications • Cable Trays and Strut Suspended Conduit • Suspended Lighting CD FEATURE AND BENEFITS MW + Ideal for precast hollow-core plank and post-tensioned concrete slabs + Cracked concrete tested alternative to a mini dropin anchor + ANSI carbide stop bit with enlarged shoulder for accurate drill depth + Anchor design allows for shallow embedment as low as 3/4 of an inch + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Drill and drive the anchor with one tool for fast anchor installation International Code Council, Evaluation Service CC-ES), ESR-391 2 for Concrete and Hollow-Core precast slabs, code compliant with the International Building Code/International Residential Code: 2018 IBC/IRC, 2015 lBC/lRC, 2012 IBC/IRC, and 2009 IBC/IRC Tested in accordance with ACI 355.2(including ASIM E 488) and ICC-ES AC1 93 for use in concrete under the design provisions of ACI 318-14 Chapter 17 or ACI 318-11/08 Appendix D Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Approvals (Factory Mutual) - File No. J.I. 3059197 CSI Divisions: 03 16 00 - Concrete Anchoring and 05 05 19 - Post Installed Concrete Anchors. Expansion anchors shall be Mini-Undercut+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. www.DEWALTcom ENGINEERED er?owers INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS J&SIAU.ATJUN •:••:• .-•zi:::.: . 1-rW"N."s c t H:t :f n Using the required stop drill bit, drill a hole into the base material to the required depth using the shoulder of the drill bit as a guide. The tolerances of the drill bit used must meet the requirements of ANSI Standard B212.15. Installation Information for Minl-Undercut4. Anchor and Sunniomental Infnmiatlnn123 tiaminal Anchor Diameter (Inch) Anther peñy/Sethng Inftn SWIM Unft 3/8 Anchor outside diameter da in. 0.625 (mm) (15.9) Internal thread diameter (UNC) d in. 3/8 (mm) (9.5) Nominal drill bit diameter dw in. 5/8 (mm) ANSI Minimum nominal embedment depth in. 3/4 (mm) (19) Effective embedment depth Ind (mm) in. 3/4 (19) Hole depth h0 __ in. (mm) 3/4 (19) Overall anchor length (before setting) in. (mm) 15/16 (24) Approximate tool impact power (hammer-drill) . J 2.1 to 3.0 Minimum diameter of hole clearance in fixture for dh in. 7/16 steel insert element _(following _anchor _installation) Minimum member thickness in concrete h mh in. (mm) 2-1/2 (64) Minimum cover thickness in hollow core concrete hmirwn in. 1-1/2 slabs (see Hollow-Core concrete figure) (mm) (38) Minimum edge distance cff Lb in. 2-1/2 (mm) (64) Minimum spacing distance 5mm in. (mm) 3 (76) Maximum installation torque ft.-lb. 5 (f'1) (7) Effective tensile stress area Am in? 0.044 (undercut anchor body) (mm (28.4) Minimum specified ultimate strength futa psi (eh/mm 95,000 (655) Minimum specified yield strength ________________ f psi \l/mm2) 76,000 (524) Mean axial stiffness Uncracked concrete f3 lbflni. 50,400 Cracked Cracked concrete f3 lbflin. 29,120 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. 1 The Information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable. For installation detail for anchors In hollow-core concrete slabs, see Hollow-Core concrete figure. The embedment depth, hem,,, is measured from the outside surface of the concrete member to the embedded end of the anchor. Mean values shown, actual stiffness varies considerably depending on concrete strength, loading and geometry of application. I Oh1L Remove dust and debris from the hole during drilling (e.g. dust extractor) or following drilling (e.g. suction forced air) to extract loose particles created by drilling. Attach the required SDS setting tool to the hammer-drill. Mount the open end of the anchor onto the setting tool. Drive the anchor into the hole until the shoulder of the anchor is flush with the base material. Thread the rod or bolt by hand until snug tight (minimum of 4 full rotations). Do not further tighten with adjustable wrench or similar tool. '.4.., x'• ......... dbift hum it fimin he -: a hunt ;-:- d. Do not exceed Do not exceed REFERENCE DATA (ASD) Mlnl-IlniInrtiit. Annhnr fløtnil Before After Mini-Undercut+ Anchor Installed with Steel Insert Element DEWALT ENONEERED By Powers STOP DRILL BIT r7: t I MINI-UNDERCUT+ SETTING TOOL 1,3 tin hef .1 hnm REFERENCE DATA (ASD) Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ In Normal-Weight Concrete"4 420 Nominal Rod! Minimoan Nominal Minimum Qmcrete - th l'c = 3,000 pd (20.7 lIPs) fc = 4,000 pd (27.6 We) Alloinable UWmate Allowable Anchor Diameter d In. Embed. Depth 11111. (mm) Tension lbs I Shear I 111s I No Tension lbs NO I I I Shear lbs (kN) Tension lbs Ow I Shear I lbs I Qth Tension this (Idi) I Shear lbs I (kfi) 3/8 3/4 (19) 1.535 (6.8) 1.975 (8.8) 385 (1.7) 495 (2.2) 1,770 (7.9) I 2,275 I (10.1) 445 (2.0) I 570 I (2.5) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor of 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. For lightweight concrete, tabulated values must be multiplied by 0.60. Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ In Hollow-Core Plankt2.3 (0 Mininwmor ea Sum" Nominal Rod! M Nominal ic = 5,000 psI (34.5 MPa) t'c = 6,000 psi (41.4 IoWa) I ic = 8,000 psi (55.2 MPa) Uithnate Allowable ulUmate Allowable Ultimate Allowable Anchor Diameter d In. Embed. Depth in. (mm) Tension this 0" I Shear I lbs (11114 Tension lbs QI(kN) Shear I lbs Tension lbs No Shear lbs No Tension lbs (klI(kN) I Shear I lbs Tension lbs (W(IIQdl) I Shear I lbs Tension lbs OdOi I Shear Ins; 3/8 3/4 (19) 1,855 (8.3) 2,590 (11.5) 465 (2.1) I 650 I (2.9) 2,035 1 (9.1) 2,835 (12.6) 510 (2.3) 710 (3.2) 2,345 (10.4) I 3,275 I (14.6) 585 (2.6) I 820 I (3.6) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must beat the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor 014.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. I Mini-Undercut+ Installed Detail for Anchor In the Underside of Hollow-Core Concrete slabs 12 I Max. I 11/2Mm Mini-Undercut+ (1rp) WWW.DEWALTOOm I INunEeRED Bv ?owers STRENGTH DESIGN (SD) STRENGTH DESIGN (SD) Tension Design InformatIofl for Mini-Undercut+ Anchors In the Underside FUIS liSTED of Concrete and the Underside of Hollow-Core Concrete Slabs' 1.1.4,5.6.7,8 ESR-3912 Nominal Anchor Size I Threaded Rod Diameter (!nch) Design Characteristic Notation Units 318 Anchor category 1 2 or 3 1 Nominal embedment depth h Steel Strength In Tension (AU 318-14 17.4.1 or ACI 318-110.5.1) Steel strength in tension Nsa lb 4,180 Reduction factor for steel strength 0 - 0.65 Concrete Breakout Strength In Tension (ACI 318-14 17.4.2 or ACI 318-110.5.2) Effective embedment her (mm) (19) Effectiveness factor for uncracked concrete km - 24 Effectiveness factor for cracked concrete k - 17 Modification factor for cracked and uncracked concrete TO - 1.0 ' note Critical edge distance - splitting in. 2.5 (uncracked concrete only) c (mm) (64) Reduction factor, concrete breakout strength' 1 0 - 0.40 Pullout Strength In Tension (ACI 318-1417.4.3 or ACI 318-110.5.3) Pullout strength, uncracked concrete Np.m lb See note 7 Pullout strength, cracked concrete Nper lb 455 (2.0) Reduction factor, pullout strength 4, - 0.40 Pullout Strength In Tension For Seismic Applications (ACI 318-1417.2.3.3 or ACI 318-11 0.3.3.3) Characteristic pullout strength, seismic Nwe lb (kfO 410 (182) Reduction factor, pullout strength, seismic 4, - 0.40 For SI: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mnf; 1 lbf = 0.0044 W. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable; for anchors resisting seismic toad combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable, shall apply. Installation must comply with manufacturer's published installation instructions and details. All values of i/i are applicable with the load combinations of 113C Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2. The threaded rod or bolt strength must also be checked, and the controlling value of ON. between the anchor and rod must be used for design. Select the appropriate effectiveness factor for cracked concrete (ku) or uncracked concrete (k.x.) and use 1/46 = 1.0. The characteristic pullout strength for concrete compressive strengths greater than 2,500 psi for anchors may be increased by multiplying the value in the table by (f'c / 2,500)e5 for psi or (f'c 11 7.2rs. For hollow-core concrete slabs the characteristic pullout strength for concrete compressive strengths greater than 6,000 psi for anchors may be increased by multiplying the value in the table by (ic I 6,000)u for psi or Tc / 41.4)". Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Anchors are permitted tube used in sand-lightweight concrete provided the modification factor A.e equal to 0.8A. is applied to all values of Vf7c affecting & and i/n. A. shall be determined in accordance with the corresponding version of ACI 318. fiI 14809-4E1AP.V I Steel Design Information for Threaded Rod Elements Used with Mini-Undercut+ Anchors' .2.14 Design inftnnatlon Sr" thilts 3/84nth Threaded rod nominal outside diameter d,i in. 0.375 Threaded rod effective cross-sectional area Am in.' 0.078 Nominal tension strength of threaded rod as Narw lb 4,525 governed by steel strength ASIM A36 or Fl 554, Nominal tension strength of threaded rod as Grade 36 governed by steel strength, seismic No,ro,w lb 4,525 Nominal shear strength of threaded rod as Vamd lb 2,695 governed by steel strength ASTM A36 or Fl 554, Nominal shear strength of threaded rod as Grade 36 governed by steel strength, seismic I Vweei,ei lb 1,900 For Si: 1 inch = 25.4 mm, 1 pound = 0.00445 kN, 1n2 = 645.2 mm For pound-inch unit: 1 mm = 0.03937 inches. Values provided for steel element material types, or equivalent, based on minimum specified strengths; N,ae and Ve calculated in accordance with ACI 318-14 Eq. 17.5.1.2a and Eq. 17.5.1.2b or ACI 318-11 Eq. 0-28 and Eq. D-29, respectively, as applicable. Vwrod,, must be taken as 0.7 Vsejod. ON. shall be the lower of or ON. for static steel strength in tension; for seismic loading 4,Nq shall be the lower of 4,Ne.rn,eq or 4,Nea.eq. 4,V shall be the lower of 4,v or 4,V for static steel strength in tension; for seismic loading 4,vea,eg shall be the lower of 4,VJww or 4,Vee.oq. Strength reduction factor shall be taken from ACI 318-14 17.3.3 or ACI 318-11 0.4.3, as applicable, for steel elements. Strength reduction factors for load combinations in accordance with ACI 318-14 5.3 or ACI 318-119.2, as applicable, governed by steel strength of ductile steel elements shall be taken as 0.75 for tension and 0.65 for shear. The values of 4, applies when the load combinations of Section 1605.201 the IBC, ACI 318-14 5.3 or ACI 318-119.2, as applicable, are used in accordance wtih ACI 318-14 17.3.3 or ACI 318-11 0.4.3, as applicable. 1 I I I(0 C STRENGTH DESIGN (SD) Shear Design Information for Mini-Undercut+ Anchors in the Underside of Concrete and the Underside of Hollow-Core Concrete Slabs' 1.3.4.5,6,7 ENIaNEERED iv Powers I CODE LISTED ICC-ES ESR-3912 Design Characteristic Notation Units Nominal anchor Size I Threaded Rod Diameter (Inch) 3/8 Anchor category 1 2 013 - 1 Nominal embedment depth Steel Strength In Shear (ACI 318-14 17.5.1 or ACI 318-110.6.1) Steel strength in shear Vsa lb 985 (ld (4.4) Reduction factor, steel strength - 0.60 Steel Strength In Shear for Seismic (ACI 318-1417.2.3.3 or ACI 318-11 0.3.3.3) Steel strength in shear, seismic Va,w lb 895 Reduction factor, steel strength in shear, seismic 1 0 - 0.60 (40) Concrete Breakout Strength In Shear (ACI 318-1417.5.2 or ACI 318-11 0.6.2) Load bearing length of anchor in shear Nominal outside anchor diameter da in. 0.625 Reduction factor for concrete breakout strength 4, - 0.45 Piyout Strength In Shear (ACI 318-1417.5.3 or ACI 318-110.6.3) Coefficient for pryout strength kre - 1.0 EffEffective in. 3/4 Effective embedment het (19) Reduction factor, pryout strength 4, - 0.45 For Si: 1 inch = 25.4 mm, 1 ibf = 0.0044 W. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-17 17.2.3 or ACI 318-11 D.3.3, as applicable shall apply Installation must comply with manufacturer's published installation instructions and details. All values of 4) are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2. The strengths shown in the table are for the Mini-Undercut+ anchors only. Design professional is responsible for checking threaded rod strength in tension, shear, and combined tension and shear, as applicable. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and must be used for design in lieu of the calculated results using equation 17.5.1.2b of ACI 318-14 or equation D-29 in ACI 318-11 D.6.1.2. Reported values for steel strength in shear for the Mini-Undercut+ anchors are for seismic applications and based on test results in accordance with ACI 355.2, Section 9.6 and must be used for design. Anchors are permitted to be used in sand-lightweight concrete provided the modification factor equal to 0.8A. is applied to all values of 417F affecting N. and V. A. shall be determined in accordance with the corresponding version of ACI 318. www.DEWALTcom Mini-Undercut+ Ordering Matrix Desralpilon I Anchor Cat tie. I Acari-B I SDSPIus I Setting Tool I Reccimnended SDS I Cat ft Cattle. Haumler-TOOIS (DEWAL1) I I I 3/8"x314" Mini-Undercut-r- PFM2111820 PPA2431720 PFM2101720 0CH273, DCH133, D25133, I D25262, DCH263, 025263 ENffRID By ?OWer ORDERING Mini-Undercut+ Cat No. Anchor Size flodlAnchor Dia. Drill Diameter Overall Length Box Qty. On. Qty. PFM2111820 3/8 x 3/4" 3/8" 5/8" 3/4' 100 600 Accu-Bit' for DEWALT Mini-Undercut+ Cat No. Atari-Bit Size Rod/Anchor 111a.I I Drill Diameter I Drill Depth I Std. Pack PPA2431720 5/8" x 3/4" Stop Drill Bit - PT Anchor 3/8" I 5/8" I 314" 1 1 ORDERING INFORMATION SOS Plus Setting Tool for BE WALT Mini-Undercut+ Cat 110. SOS Plus Setting Tool Size Rod/Anchor 1 I Std.Pack I I PFM2101720 3/8" SDS+ Setting Tool - PT Anchor 3/8" 1 1 I'iIIWi-0i 6 I I I I I I Cuta Sho Inter 1 I I I I I ICC oshpd Z€' ® 'i! Approved I-I pZ?enzed Or13'r' /TH IlAIVEER 1fl Jmfl 21iifl Jininjfl ini 2m L?1f]J ]iflJfl2rJ Reduce labor costs Ideal for gravity & seismic anchorage Multiple internal threads reduces inventory Allows rod size changes after installation Internal threads eliminate costly couplings World class technical support Cracked concrete tested No special inspection Installs fast and secure No more drilling RDI M97n, Roof Deck Insert ,. 1àIlk Accessories 1 Patent Numbers US 6,240,697 Bi and US 7,093,400 Bi I --- PIP .. - Pour-in-Place Insert I Pole Tools I COTRUGTE1G ME W ANEERED Division o V. A1 Tomarct7orSIaIties ceasattach men ts!com 81 ()OOS (8 327 1 I I RDI - Roof Deck Insert For No-Concrete Steel Decks Approved UL Approved File Number E240801 -- - - 11 MIMMODS $01 Steel UecInsert Pre Poured Concrete Steel Deck Inserts Shown with Flute Span Bracket PIP - Poured-in-Place Insert For Wood Form Concrete Decks U I I I I I [1 I Ii I I I I I I Li A/0 d,-;,/;n, CO,?Ctet, S Od ED - Rll RIM Ooo1 • '- w'o ipe;d ;,5peczon Pre-Poured Concrete Steel Deck Inserts • ,' ;nszaJ/e-'- e-/"tot! SDI's are installed prior to pouring, reducing installation and material costs and increasing strength values, Machined Steel Insert with Large Flanged Head Provides excellent shear values for overhead attachments Insert installed height of two inches can be used through or between ribs Patented grooved insert body prevents component seperation even if the flute is broken off prior to pour Multiple Internal Threads Reduces inventory so three inserts can accommodate five threaded rod sizes Allows for threaded rod size changes after inserts are installed Internal threads eliminate the need and cost of couplings Three Inch Blue Plastic Sleeve Keeps internal threads clean Extended length makes insert easy to locate even with fireproofing on deck underside Plastic sleeve provides guidance to align threaded rod with matching internal female threads UL plenum rated for use in air handling spaces Flute Span Bracket Allows the SDI to be installed at the side of the flutes Enables the SDI to realize the higher capacity that is achieved in the upper flute Positions all inserts on the project at the same elevation to eliminate multiple all thread rod lengths and improve the accuracy of off site prefabrication ". S65834'_'" 501381258.. S01t3812 3L4" 5/8"5/8" 1/2M3/8- 1/2" 3/8" 1/4" PART# PARr # HOLE DIA BOX QTY 5D1143812 1/4", 3/8" and 1/2" Steel Deck Insert 13/16" - 7/8" 100 5D1381258 3/8", 1/2" and 518" Steel deck Insert 1-1/8" - 1-13/16" 50 5D15834 5/8" and 3/4" Steel deck Insert 1-13-16" - 1-1/4" 50 5DlFSB1 Flute Span Bracket for 5D1143812 Bulk SDIFSB2 Flute Span Bracket for SD1381258 Bulk SDIFSB3 Flute Span Bracket for 5D15834 Bulk 5D1143812EBP 1/4", 318" and 1/2" SDI with Extended Base Plate 13/16" -7/8" Bulk SDl1381258EBP 3/8", 1/2" and 5/8" 501 with Extended Base Plate 1-1/8" - 1-13/16" Bulk 5D15834EBP 5/8" and 3/4" SDI with Extended Base Plate 1-13-16" - 1-1/4 Bulk EASY 2-STEP Add "BAA" to the end of the part number for the Buy American Act compliant insert INSTALLATION The hammer blow must force the plastic sleeve thru the decking so it fully grips the bottom side to hold the insert vertical. 96,64 The spring pressure on the deck washer expands the plastic flange impact and remains upright. to create inderside resistance so the insert withstands pre-pour 1) Drill It 2) Bang It I 'ii I Nails break off when form iv removed with just a swipe the hammer I Fs's U L U J i Patent Numbers US 6,240,697 Bi and US 7,093,400 Bi F Pded-ed SIE r0aaz 01 1 4§1b hANGER 011 There's No Insert Like It Anywhere Blue Banger Hangers are the insert of choice across the full spectrum of the construction industry and they're used extensively for the most complex and stringently enforced projects in the world including Hospitals, Biotech facilities, US Government projects, Educational facilities, and Airports just to name a few. IMPORT4NT NOTE: Only Blue Banger/langers with the ISAT head'amp are IBC compliant! UL Approved File Approved Number E240801 /ee pop ---,j /1; ••.For Wood Form 1Decks i - (Pour-in-Place insertson wood form poured decks and installed prior to pouring concrete, re tallation and material costs. Nails Easily Break off, Machined Steel Inse rge Flanged Head Provides excellent s for overhead attachments Insert installed heig ches compies with typical design specifications Multiple lnternYThreads Reduces invepfory so three inserts can accommodate five threaded rod sizes Allows for Ylreaclecl rod size changes after inserts are installed Internal t,$?eads eliminate the need and cost of couplings Plastic Attachment Inserts with Nails Bh4 plastic ring acts as insert locator when forms are removed P)stic ring creates countersunk recess to keep threads clean from pour residue /JL plenum rated for use in air handling spaces PARF# PART # BOX QTY P1P143812 1/4", 3/8" and 112" Poured-in-Place Insert 200 P1P381258 3/8", 1/2" and 5/8" Poured-in-Place Insert 150 P1P5834 5/8" and 3/4" Poured-in-Place Insert 150 Add "BAA" to the end of the part number for the Buy American Act compliant insert 3 INSERTS ACCOMODATE 5 THREADED ROD SIZES Li Innovation Since 1977 Patent Numbers US 6,240,697 Bi and US 7,093,400 Bi © 2012 CEAS - All Rights Reserved OA Ma Blue Banger Hangers have been engineered to save you time and money and are backed by industry leading test approvals design and application engineering. Each insert handles multiple threaded rod diameters and installs in a fraction of the time of post installed anchors. Blue Banger Hangers are the insert of choice for Mechanical, Plumbing, Fire Sprinkler and Electrical contractors. BUY AMERICAN ACT No special inspection COMPLIANT • Installs fast and secure Fully cracked concrete tested for vertical and dynamic seismic loading Backed By: ICC Report ESR-3599 Granted Under A (446 oshpd iS Approved @ lCC UL Approved File (P-3N Number E240801 EEJD - II11 MOM 9IiosE?lI For No-Concrete Steel Decks Roof Deck Insert anchors have a low profile attachment plate thates not pro- trude into roofing membrane. Fully assembled for field instal lla'n including pre- staked deck screws. 7' Benefits • Low profile attachment plate does not pre into,z6ofingmembrabe Fully assembled for quick field installationluØ6g pre-staked deck screws Vertical support loads of 300 lbs in 20 gaue(k • Designed for install on top or bottom of flute • Reduces inventory so one inZX mmodate three threaded rod sizes Allows for threaded rod size r inserts are installed Internal threads eliminate th ost of couplings UL plenum rated for use in a paces Easy Installation Step 1 - Drill or Punch Access hole Step 2 - Insert RDI Roof Deck Insert Step 3 - Thread Pre-Staked Screws Into Deck PART# PART # HOLE DIA BOX QTY RD1143812 1/4", 3/8" and 1/2" Roof Deck Insert 13/16" -7/B" 50 Add "BAA" to the end of the part number for the Buy American Act compliant insert PART# DESRIP11ON A POLMKEY36 3'-6' Telescoping Install Toot w/Keyless Chuck 131 SDDHS1 30" Deck Driller wirh 13/16" Hole Saw C2 5DDHS2 30" Deck Driller with 1-3/16" Hole Saw D' SDDSB4 30" Deck Driller with 3/16 - 7/8" Step Bit E2 SDDSBS 30" Deck Driller with 1/4"- 1-3/8" Step Bit P PIPINSTALL1 Bazooka PIP Install Tool P PIPINSTALI2 Bazooka PIP Install Tool G' BBDP1 13/16" Deck Punch H2 BBDP2 1-3/16" Deck Punch 11 5134 3/16-7/8" Step Bit J2 5135 1/4" - 1-3/8" Step Bit K1 HS1 13/16" Hole Saw Only L2 HS2 1-3/16" Hole Saw Only K&L HSA Arbor for Hole Saw Only M1 HSC1 13/16" Carbide lipHole Saw Only IT HSC2 1-3/16" Carbide lipHole Saw Only M&N HSCA Arbor for Carbide Tip Hole Saw Only 1 For use with 5D1143812 and RD1143812 2 For use with SD1381258 and RD15834 3 For use with P1P143812 only 4 For use with P1P143812, P1P381258 and P1P5834 II Installation Solutions JIPc:m jj g I I ii 1 1 rfnH m! 02012 CEAS - All Rights Reserved V-5.0 Iq ... ••1. I' .• : ' - -q I ... EDGE OF SLAB 4 OR SLAB OPENING I JI\•4 r Jt MIN. 3,000 PSI LIGHT WEIGHT OR NORMAL WEIGHT CONCRETE . 2 1/2 MIN. 3MAX. FLUTE HEIGHT /2MI E / BLUE BANGER HANGER SDI INSERT IN LOWER FLUT 1P. L NJ MIN. 20. GA METAL DECK, ATR, HEX NUT (SEE CHART BELO MAX. 1 1/4 OFFSET FROM RIGID OR CABLE BRACE ARM ASSEMBLY PER BRACING TABLES, BRACE ARM MAY BE ROTATED TO ANY ANGLE AROUND ATR. SINGLE SDI INSERT CONNECTION DETAILS Metal Deck Slab 2007 CBC PROJECTS Seismically Qualified for Anchorage In Cracked Concrete Brace Deck Installation All Thread Maximum Full Capacity Brace Brace Brace Minimum Anchorage Insert Location Rod Dia. Brace Min. Insert Load (P) At Load (P) At Load (P) At Edge Designation Part No. (ATR) Load (P) Spacing 10" Spacing 9" Spacing 5" Spacing Distance Inch Lbs Inch Lbs Lbs Lbs Inch Concrete Strength =3,000 psi Minimum 1-5.113BL3 SD1143812-SQ LowerFlute 1/2 545 16 480 470 440 6 L5.3BBL3 1 SD1381258-SQ Lower Flute 5/8 545 16 480 470 440 6 SPACING MEASURED PARALLEL TO FLUTE MAIN AXIS. MA)(]MUM BRACE LOAD LIMITED TO CABLE BRACING ONLY. SINGLE BLUE BANGER HANGER "SDI" DECK INSERT SEISMIC BRACE CONNECTION IF A M International Seismic Application Technology 14848 Northam Street, La Mirada, CA 90638 877-999-4728 (Toll Free) 714-523-0845 (fax) www.isatsb.com REV-8 04/10/14 Page D2. IBB3.2.5 I I 1 I I I I I , I I I I 1 1 I I 1 1 I 4 3,000 PSI (MIN.) LIGHT WEIGHT OR NORMAL WEIGHT CONCRETE PA I SPAN 9 1/2MAX. I- 4 4 BLUE BANGER SDI INSERT (9 TYP BLUE BANGER MIN. 20. GA METAL DECK, SDI INSERT AT 9 1I2OC' 3MAX. FLUTE HEIGHT NUT OR ROD COUPLER TYP. CHANNEL PARALLEL TO 11/4' MAX. OFFSET (TYP DECK FLUTES WIDTH 4-1/2 MIN. FLUTE /8X1 5/8X12GA. X 1 0 SOLID STRUT \11, V 7 60° MAX. ISAT SEISMIC BRACKET SUITABLE FOR INSTALLATION WITH BRACKET ROTATED TO ANY ANGLE AROUND MOUNTING BOLT COPE STRUT TO T 1/2 DLI. BOLT,__J ALLOW FASTENING -' 1/2MIN.— WASHER AND STRUT NUT TOOL CLEARANCE CHANNEL PERPENDICULAR TO DECK FLUTES DETAIL A DUAL SDI INSERT CONNECTION DETAILS Metal Deck Slab 2007 CBC PROJECTS Seismically Qualified for Anchorage In Cracked Concrete Brace Deck Bolt or Maximum Full Capacity Brace Brace Minimum Anchorage Insert ATR Brace Min.Insert Load (P) At Load (P) At Edge Designation Part No. Diameter Load (P) Spacing 2 10" Spacing 2 5" Spacing 2 Distance Inch Lbs Inch Inch Inch Inch ConcreteStrength= 3,000 psi Minimum L3 F SD1143812-SQ 1/2 849 16 840 770 6 L3 5D1381258-SQ 5/8 849 16 840 770 6 FOR 518 DLI. ROD USE INSTALLATION DETAIL A. ADJACENT PAIRS OF INSERTS MEASURED PARALLEL TO FLUTE MAIN AXIS. BLUE BANGER HANGER DUAL SDI INSERT IN LOW FLUTE SEISMIC BRACE CONNECTION IN METAL DECK SLAB NI jal ill 1 0 r 43 International Seismic Application Technology 14848 Northam Street, La Mirada, CA 90638 877-999-4728 (Toll Free) 714-523-0845 (fax) www.isatsb.com T 5 REV-3 04/10/14 Page D2.2BB3.2.5 I I I I I I I I I I I I I 1 I I I 1 I SDSQ INSERT WITH EXTENDED BASE PLATE (EBP) OR FLUTE SPAN BRACKET (FSB). - THRU FLUTE SUE WALL OR LOCATABLE ANYWHERE ACROSS TOP OF LOW FLUTE AT ELEVATION SHOWN. 3,000 PSI LIGHT WEIGHT OR NORMAL WEIGHT CONCRETE ,,,o,—SDI-SQ INSERT IN UPPER FLUTE : 14 MIN. ALL THREAD ROD jL!4 MIN. 20. GA METAL DECK, 3 MAX. FLUTE HEIGHT BLUE BANGER HANGER STEEL DECK INSERT (501) SINGLE INSERT VERTICAL SUPPORT CONNECTION DETAILS Metal Deck Slab With Minium Concrete Strenc*th of 3.000 psi 2007 CBC PROJECTS Seismically Qualified for Anchorage In Cracked Concrete Deck All Thread Rod Dia. Insert Max. Tension Maximum Tension Value At Spacing Shown (inch) Insert See Page HI or H1.1 Location Capacity at 14 12 10 9 8 7 6 5 Pert No. For Design Values 16 Inch Spacing Spacing Spacing Spacing Spacing Spacing Spacing Spacing Spacing Inch Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. S01143812-SQ 1/4, 318,112 Upper Flute 300 300 300 300 300 300 300 300 300 S01381258.SQ S015834-SQ 318,112,518 5/8,3/ 17/8, 1 wlRod Coti SPACING MEASURED LONG LENGT OF FLUTE. EDGE DISTANCE PERPENDICULAR TO DIRECTION SHOWN ND DISTANCE)SHALL BE 6 INCHES. VALUES SHOWN ARE EXCLUSIVE OF THREADED ROD CAPACITY. MAXIMUM ALL THREAD ROD AT THE INSERT IS 314. USE AREDUCING ROD COUPLING FOR LARGER VERTICAL SUPPORT ROD DIAMETERS. NO SEISMIC BRACES MAYBE UTILIZED IN CONJUNCTION tMTH INSERTS PLACED IN UPPER FLUTE. SINGLE BLUE BANGER HANGER SDI INSERT IN UPPER FLUTE VERTICAL SUPPORT CONNECTION MIN. 3,000 PSI LIGHT WEIGHT OR NORMAL WEIGHT CONCRETE 4 . . ••4 ::=f:\ . EDGE DISTANCE -. . \.•4 : r MIN. 20. GA METAL DECK, 3' MAX. FLUTE HEIGHT ALL THREAD ROD .4 4 ". . 41 1 : 46 21/2'MIN. SDI-SQ INSERT IN LOWER FLUTE -' MAX. 1 1/4OFFSET FROM ( BLUE BANGER HANGER STEEL DECK INSERT (SDI) SINGLE INSERT VERTICAL SUPPORT CONNECTION DETAILS Metal Deck Slab With Minium Concrete Strenath of 3.000 DSI 2007 CBC PROJECTS Seismically Qualified for Anchorage In Cracked Concrete Deck All Thread Rod Dia. Insert x. Tensb Maximum Tension Value At Spacing Shown (Inch) Insert See Page Hi or 111.1 Location apacity a 14 12 10 9 8 7 6 5 Part No. For Design Values 16 Inch Spec Spacing Spacing Spacing Spacing Spacing Spacing Spacing Spacing Inch Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs. SD1143812-SQ 1/4, 3/8, 1/2 Lower Flute 884 825 766 707 689 672 654 637 613 3/8, 1/2, 5/8 1;9 5/8,3/ 7/8, 1 w/Rod Coupler SPACING MEASURED LONG LENGT OF FLUTE. EDGE DISTANCE PERPENDICULAR TO DIRECTION SHOWN (END DISTANCE) SHALL BE 6 INCHES. VALUES SHOWN ARE EXCLUSIVE OF THREADED ROD CAPACITY. MAXIMUM ALL THREAD ROD AT THE INSERT IS 3I4. USE A REDUCING ROD COUPLING FOR LARGER VERTICAL SUPPORT ROD DIAMETERS. ROD LOCATION WITH SINGLE. RIGID BRACE CONNECTION REQUIRE ADDITIONAL SIESMI LOAD CONSIDERATION BEFORE APPLYTHE ABOVE VALUES. ERFER TO PROJECT SPECIFCI ISAT BRACING LEGEND. THIS LOAD INCREASE DOES NO APPLYTO CABLE BRACES OR WHERE TOW RIDGID BRACE CONNECTE SINGLE BLUE BANGER HANGER SDI INSERT VERTICAL SUPPORT CONNECTION 6M1N. EDGE MIN. 3,000 PSI LIGHTWEIGHT SPAN DISTANCE OR NORMAL WEIGHT CONCRETE . MIN. -_ r 1 141/2'MPX 5- • . . J 4 MIN. 20 GA. METAL DECK, BLUE BANGER HANGER SD1143812 OR 3MAX. FLUTE HEIGHT S01381258 (TYP.) L it - - - - 1 5/8'X 1 5/8'X 12 GA. SOLID STRUT WITH 9/16' HOLES. STRUT MAY BE PERPENDICULAR TO FLUTES 1/2' DIP,. ALL THREAD ROD WITH ROD COUPLER (AS SHOWN) OR PARALLEL TO FLUTES. OR HEX NUT AND FLAT WASHER (TYP.) 4 1/2M1N HEX NUT, STRUT NUT, 1/4'THK X 1 5/8' SQ STEEL WSHR. ALL COMPONENTRY FROM ISAT APPROVED OFFSET MANUFACTURERS. SEE PAGE H4. ± ALL THREAD ROD REFER TO G6.71313 FOR VIEW PARALLEL TO FLUTES BLUE BANGER HANGER STEEL DECK INSERT (SDI) DUAL INSERT VERTICAL SUPPORT CONNECTION DETAILS Metal Deck Slab With Minimum Concrete Strength Of 3,000 psi 2007 CBC PROJECTS Seismically Qualified for Anchorage in Cracked Concrete Deck Mm. Spacing Two Anchor Connection Insert Between Pairs Tension Design Value Lbs Part No. of Dual Inserts 2 Vertical Support Rod Max. Offset From C. L. C.L. ± 0" C.L. ± 1" C.L. ± 2" C.L. ± 3" C.L. ± 4" Inch 5 1,238 1,023 871 759 672 10 1,377 1,168 995 867 768 16 1,377 1,403 1,244 1,084 960 VALUES SHOWN ARE EXCLUSIVE OF THREADED ROD CAPACITY. SPACING MEASURED ALONG LENGTH OF FLUTE. EDGE DISTANCE PERPENDICULAR TO DIRECTION SHOWN (END DISTANCE) SHALL BE 6 INCHES. ROD LOCATIONS WITH SINGLE, RIGID BRACE CONNECTIONS REQUIRE ADDITIONAL SEISMIC LOAD CONSIDERATIONS BEFORE APPLYING THE ABOVE VALUES. REFER TO PROJECT SPECIFIC ISAT BRACING LEGEND. THIS LOAD INCREASE DOES NOT APPLY TO CABLE BRACES OR WHERE TWO RIGID BRACES CONNECTED TO A COMMON ROD ARE INSTALLED IN OPPOSING DIRECTIONS. BLUE BANGER HANGER SDI DUAL INSERT VERTICAL SUPPORT CONNECTION EEh N& M M International Seismic Application Technology 14848 Northam Street, La Mirada, CA 90638 877-999-4728 (Toll Free) 714-523-0845 (fax) www.isatsb.com REV-5 04/10/14 Page G6.3BB3.2.5 1 I 1 I I I I I I I I I I I I I I 1 I _____ SPAN 111/2' MIN. 6M1N. EDGE MIN. 3,000 PSI LIGHTWEIGHT 26 1/2MAX. DISTANCE OR NORMAL WEIGHT MAX. 1114TYP. 111j 2 112'MIN. I 3 MAX. FLUTE HEIGHT BLUE BANGER HANGER SD1143812 I OR SD1381258 [ - 1 5/8X 3 1/4X 12 GA. SOLID STRUT Will-I 9/16 I IN. 20 GA. METAL DECK, OR HEX NUT AND FLAT WASHER (TYP.) FLUTES (AS SHOWN) OR PARALLEL TO FLUTES. 1/2 DLA. X 1S / MIN HEX NUT, STRUT NUT, 4 1/2' ALL COMPONENTRY FROM [SAT APPROVED O STEEL MANUFACTURERS. SEE PAGE H4. OFFSET ALL THREAD ROD REFER TO G6.7BB FOR VIEW PARALLEL TO FLUTES BLUE BANGER HANGER STEEL DECK INSERT (SDI) DUAL INSERT VERTICAL SUPPORT CONNECTION DETAILS Metal Deck Slab With Minimum Concrete Strength Of 3,000 psi 2007 CBC PROJECTS Seismically Qualified for Anchorage in Cracked Concrete Deck Mm. Spacing Two Anchor Connection Insert Between Pairs Tension Design Value Lbs Part No. of Dual Inserts2 Vertical Support Rod Max. Offset From C. L. C.L. ± 0" C.L. ± 1" C.L. ± 2" C.L. ± 3" C.L. 4" Inch 5 1,238 970 798 677 589 VALUES SHOWN ARE EXCLUSIVE OF THREADED ROD CAPACITY. SPACING MEASURED ALONG LENGTH OF FLUTE. EDGE DISTANCE PERPENDICULAR TO DIRECTION SHOWN (END DISTANCE) SHALL BE 6 INCHES. 2. MEASURED ALONG LENGTH OF FLUTE. ROD LOCATIONS WITH SINGLE, RIGID BRACE CONNECTIONS REQUIRE ADDITIONAL SEISMIC LOAD CONSIDERATIONS BEFORE APPLYING THE ABOVE VALUES. REFER TO PROJECT SPECIFIC ISAT BRACING LEGEND. THIS LOAD INCREASE DOES NOT APPLY TO CABLE BRACES OR WHERE TWO RIGID BRACES CONNECTED TO A COMMON ROD ARE INSTALLED IN OPPOSING DIRECTIONS. BLUE BANGER HANGER SDI DUAL INSERT WITH DEEP STRUT VERTICAL SUPPORT CONNECTION ALL International Seismic Application Technology 14848 Northam Street, La Mirada, CA 90638 877-999-4728 (Toll Free) 714-523-0845 (fax) www.isatsb.com REV-5 02/04/11 Page G6.4B83.2.5 10 1,414 1,108 911 774 672 16 1,768 1,386 1,139 967 841 VSR (DDPOTTER Existing- For reference only VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD 1 I Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 2 1/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 3 1/2" - VSR-3 1/2 1144435 4' DNlOO VSR-4 1144404 - VSR-5 1144405 DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 UL, CUL and CSFM Listed, FM Approved,LPCBApproved, For CE Marked (EN12259-5) / VdS Approved model use VSR-EU Service Pressure: 450 PSI (31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.OAmps at 30VDC Resistive lOmAmps mm. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL Non-corrosive sleeve factory installed in saddle, Service Use: Automatic Sprinkler NFPA- 13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. I CAUTION I I I El I I I I 1 I I I Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 Waterfiow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. Important: This document contains important information on the installation and operation of the VSR waterfiow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterfiow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed for use on a steel pipe; schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2" - 6" and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2' thru 8" (50 mm thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterfiow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401146 - REV M PAGE 10F4 11/15 I I I I I I VSR ff we POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or dram. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way. Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Do not obstruct or otherwise prevent I the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm. If an alarm is not desired, a qualified technician should disable the alarm system. DO NOT LEA VE COVER OFF FOR Retard Adjustment Fig. 4N EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms 11 III P TIGHTEN NUTS ALTERNATELY () MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OFWATERFLOW nil CAUTO Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect -E~~ ° (3 DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW (Flowing water activates device in one direction only.) IlyG. 1146-It QADAPTER ADAPTER ...I- 20mm2mm MAX. DN5O ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE DWG# 1146-IF ___CompatiblePipe!InstallationRequirements Model ipe Nominal Pipe O.D. __ Pipe Wall Thickness Hole Size U-Bolt Nuts Torque Lightwall Schedule10(UL) Schedule40(UL) BS-1387 (LPC) DN (VDS) m inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn VSR-2 5O 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 +.125/- .062 VSR-2 1/2 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 ----33.0±2.0 VSR-2 1/2 N65 15- 3.000 76.1 ------0.142 3.6 0.102 2.6 VSR-3 N8O 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.00±125 -20 50.8±2.0 27 1/2 - 4.000 101.6 --0.120 2.9 VSR-3 3.05 0.226 5.74 - - - VSR-4 IOO 4.500 114.3 .084 2.134 6.02 0.177 4.5 0.126 3.2 VSR-5 - 5.563 141.3 - -0.134 6.55 150 6.625 168.3 .115 2.921 ---- VSR-6 0.120 E3.40O.258 0.134 7.11 0.197 50 0.157 4.0 vSR-8 200 8.625 219.1 - - 0.148 8.18 10.248 6.3 1 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. #5401146 - REV M PAGE 2 OF 4 11115 121 Ii' Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. Fig. 3 Break out thin section of cover when wiring both switches from one conduit entrance. 6-13 1 I [Us Q P OTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 5 Typical Electrical Connections Notes: The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 6 Mounting Dimensions 3.50 n 200 5.56 m __ Fig. 7 (R9.0 (50.8 GREEN GROUND I I I I I I I 1 I 1 I 1 I I I 1 NEUTRAL FROM BREAKER NEUTRAL FROM BELL ) BREAKER r;85 I LINE FROM BREAKER EOL End Of Line Resistor) NOTE: When connecting to a UL Listed control panel, use the panel's resistor value for circuit supervision. Fig. 4 Switch Terminal Connections Clamping Plate Terminal 0 DOG. 1I46-16 àWARNING uninsulated section of a single conductor should not be looped and the terminal and serve as two separate connections. The e must be severed, thereby providing supervision of the nection in the event that the wire become dislodged from under terminal. Failure to sever the wire may render the device perable risking severe property damage and loss of life. not strip wire beyond 3/8" of length or expose an uninsulated ductor beyond the edge of the terminal block. When using nded wire, capture all strands under the clamping plate. LA. in mm) owo.1las.14 NEOMINAL PIPE DIA. +1.75 in (+44.5 MM) FOR ON 50- DN 652-2.5 in NIOMINAL PIPE DIA. +2.125 in (+54.0 MM) FOR ON 80- ON 200 3-8 in U.B U.BOLT PIPE PLASTI( PRINTED IN USA MFG. #5401146 - REV M PAGE 3 OF 4 I 11/15 VSR POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterfiow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 8). There is no maintenance required, only periodic testing and inspection. I-, Retard/Switch Assembly Replacement (See Fig. 8) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfiow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the tripstem. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perform a flow test and place the system back in service. Fig 8 REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ..-ASSEMBLY TO BASE BREAKOUTTHIN SECTION OF CO VER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING CREWS RETARD/SWITCH ASSEMBLY / DO NOT REMO\ (2) RETARD HO!. SCREWS (2) LOCATE' (2) LOCATE BOSSES IN DWG# 1146-10 Removal of Waterfiow Switch To prevent accidental water damage, all control valves should be Shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and remove U-bolts. Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector saddle. Lift detector clear of pipe. PRINTED IN USA MFG. #5401146 - REV M PAGE 4 OF 4 11/15 (6510152) 6 Read Box [1 I 3 Head Box 12 Head Box (6510150) 6 Large Read Box I I I I ri Heavy duty 20 gauge steel construction Red powder coated finish (6510151A) (6510151) _1:IcIuI. I FIRE SPRINKLER SPARE HEADBOXES Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge Slotted for easy mounting with screws, rivets or strapping 1 I I I I The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I I GUARANTEED U I VINYL SPRINKLER IDENTIFICATION DECALS I -White Vinyl Crack and Peel Decals with Bright Red Ink. 'Available as generic signs or personalized. I 'ID signs, inspection decals, hydracalc placards and services stickers. AIR CONTROLJ 50-20-010 FAIRLINE 11 50-20-020 ALARM LINE 50-20-03J ALARM TEST 50-20-040 U ANTI-FREEZE SYSTEM} IFIRE EXTINGUISHERJ 50-20-045 50-20-200 AUXILIARY DRAINJ FIRE DEPARTMENT VALVE CONTROL VALVE FIRE HOSE DRAIN VALVE FIRE SPRINKLER PIPE 1 FIRE PROTECTION 11 8 x 2 50-20-219 INSPECTORS TESTJ 50-20-270 MAIN CONTROL 50-20-280 MAIN DRAIN 50-20-29U OPEN SPRINKLER CONTROL 50-20-300 SPRINKLER 11 50-20-317 =TESTAIN 50-20-355 WATER MOTOR LINE] 50-20-390 SPRINKLER SPRINKLER HVDRJI!FC'!SYSTEM 1hi4 building I00tected byydrIicaIJy'0eegned Salon I2SpyyeSçaten, Locati No. of Sprinklers Basis of Design I--- System Demand I I I I I I I SERVICE STICKERS A Great Way to Advertise Right on the Jobsite *ARICAN P. A Put your Company Name & Logo on your Service Decals ARGCO's art department can take your personalized artwork and recreate it on your signs - SPR R NIHfiSPIII011tN 24 HR. EMERGENCY SERVICE Custom to your specs. 'n°' 770-339-3737 541I The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I I I I I