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HomeMy WebLinkAbout2827 WHIPTAIL LOOP; ; FPC2020-0092; Permit(èity of PERMIT REPORT Carlsbad Print Date: 02/23/2022 Permit No: FPC2020-0092 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2091202600 Track #: Applied: 05/18/2020 Valuation: $300,000.00 Lot #: Issued: 01/07/2021 Occupancy Group: Project #: DEV2016-0032 Finaled Close Out: 02/16/2022 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: CARLSBAD OAKS LOT NORTH 24 Description: MILLIPORE SIGMA -SPRINKLER SYSTEMS (5 RISERS, 370 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC LORRIE DIERDORFF 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 P0 WAY, CA 92064-6830 (858) 513-4949 (619) 954-8613 FEE AMOUNT FIRE NFPA 13 System < 100 heads $620.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $2,574.00 Total Fees: $3,194.00 Total Payments To Date: $3,194.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov No. 222 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: 1 Pitot Tube Reading: Psi torresponcling Flow: GPM! Total Flow: 8,000 GPM Residual Pressure 105 PSI Atpeakdemand, 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: Name: Jennifer _R.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature: 9741/ter_ 142 - Title/Org: _Manaker Date: 05/08/2020 Fire Flow Test Location H61672 Q = 8,000 gpm, P = 105 psi Q = 2,500 gpm, P = 131 psi WI-PTA!L LOOP 16 Residual at 8,000 gpm = 95 psi Residual at 2,500 gpm = 120 psi I Legend I w_Hydrant Pipe N -550+ I ZONE 700 Project Site I 8' #222 Millipore Sigma (2827 Whiptail Loop W) - Fire Flow Analysis WN O GSSI Structural Engineers August 14, 2020 Millipore Sigma Shell TI 2827 Whiptail Loop W. City of Carlsbad Plan Check No. CBC2019-0607 To Whom It May Concern: GSSI Engineers has reviewed the addition of new fire sprinkler lines supported from roof at subject project. The new lines consist of a combination of 4", 6" and 8" mains, hung directly from the steel roof trusses at 8 feet on center. The original building drawings, steel truss shop drawings and original steel truss calculations were available and used to review the existing trusses. The existing roof trusses are adequate to support the sprinkler systems without retrofit. As shown in the contract documents for the main tenant improvement projects, detail 10 on sheet - S8-008 -attached, pipe support loads that exceed 100 lbs and do not occur within 3" of the truss panel point require an additional truss web member to reinforce the truss bottom chord at the support locations. Support locations can be adjusted as required to avoid the additional reinforcement. Please contact me directly with questions. Sincerely, Bill Schell - GSSI Engineers 5550 Baltimore Drive, Suite 100, La Mesa, California 91942 Tel: (619) 687-3810 Fax: (619) 687-3814 I : Western Fire Protection Inc. I Millipore Sigma (Phase 1) 2827 Whiptail Loop West Carlsbad, CA 92010 Automatic Wet Fire Sprinkler System 20-3548-02 Hydraulic Calculations No exceptions noted D Rejected fl Submit specified item U Implement exceptions noted 0 Revise and resubmit This review Is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval eta specific hem shall not include approval of an assembly of which the Item Is component. Contractor is responsible for. dimensions to be confirmed and correlated at the job site; leismiution that pertains safely to the fabrication processes or to the means. methods, techniques, sequences, and procedures of construction; coordination at his/her work with that stall other trades; and for performing all warts in a all and satisfactory manner. c.i rr £lj.,O IFi EXPIRES ON: lr date 11/18/2020 bY Michael HarliS ACOFRyIAN 11-6-2020 13630 Danielson Street 9 Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #1 - Zone #1 Remote Area Location: 2" ESFR Tree Occupancy Classification: ESFR Commodity Classification: High Hazard/Group A Commodity Density: 25.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 7 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1833.33 @85.470 Type of System: Wet ESFR System Volume of Dry or PreAction System: N/A Calculation Date: 11/5/2020 Allowance at Source Hose Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad Notes: Automatic peaking results Left: 78.699 Right: N/A (A© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #1 - Zone #1 11/5/2020 3:36:11PM Page 1 1111Hydraulic Summary :1 Job Number: 20-3548-02 - 20-10 Rnnrt flasrintinn FSFR (1 - 7nnM 011 Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Millipore Sigma (Phase 1) State CertificationlLloonso Number C16-588039 Address 1 2827 Whiptail Loop AHJ City of Carlsbad Address S Carlsbad CA, 92010 Job Site/Building Address 3 Draerng Name 20-3548-02 Overhead—Phase 1 System Remote Area(s) Most Demanding Sprinkler Data 25.2 K-Factor 126.00 at 25.000 Occupancy ESFR Job Suffix 20-10 Hose taleceanee At Source 0.00 Pressure 25.000 Area of Application NA Additional Hose Supplies Node Flow(porn) Number Of Sprinklers Calculated 12 Couerage Per Sptintder 100.00ft° AtutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 78.699 Told! Hose Streams 250.00 System Flew Demand 1833.33 Total Water Required (Including Hoes Pllcoserce) 1833.33 MacMum Pressure Unbalance Is Loops 0.000 Maximum VolooityAboua Ground 31.08 between nodes 254 and 255 Maximum Velocity Under Ground 12.60 between nodes 6 and 7 Volume capacity of Wet Pipes 11051 .46ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) (gpm) Flow Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 1 128.362 1833.33 85.470 42.892 Contractor Connector Number 1 Contact Name Cameron Ward Contact See Designer Nemo of Connecter Western Fire Protection Phone Extension Address I 13630 Danielson St FAX Address 2 Poway, CA 92064 E-mail Address 3 Web-Sits , © M.E.P.CADr Inc. AutoSPRINK 2018 v14.4.5.0 11/512020 3:36:49PM Page 1 111 ISummary Of Outfiowing Devices Job Number: 20-3548-02 - 20-10 Report Description: ESFR (#1 - Zone #1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 84.394 Sprinkler 1001 143.61 126.00 25.2 32.477 Sprinkler 1002 131.09 126.00 25.2 27.062 Sprinkler 1003 127.33 126.00 25.2 25.532 Sprinkler 1004 126.22 126.00 25.2 25.089 Sprinkler 1005 143.36 126.00 25.2 32.364 Sprinkler 1006 130.86 126.00 25.2 26.967 Sprinkler 1007 127.11 126.00 25.2 25.442 c Sprinkler 1008 126.00 126.00 25.2 25.000 Sprinkler 1009 143.47 126.00 25.2 32.414 Sprinkler 1010 130.96 126.00 25.2 27.008 Sprinkler 1011 127.21 126.00 25.2 25.481 Sprinkler 1012 126.10 126.00 25.2 25.039 c> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:36:20PM Page 3 I I I I 1 I I I I I I 1 I I I I ri I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 8000.00 128.362 1833.33 85.470 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 7-0 Supply 85.470 1833.33 7 4-0 84.394 250.00 1001 31-11 Sprinkler 32.477 143.61 1002 31-11 Sprinkler 27.062 131.09 1003 31-11 Sprinkler 25.532 127.33 1004 31-11 Sprinkler 25.089 126.22 1005 31-6% Sprinkler 32.364 143.36 1006 31-61/2 Sprinkler 26.967 130.86 1007 31-6% Sprinkler 25.442 127.11 1008 31-6% Sprinkler 25.000 126.00 1009 31-21/2 Sprinkler 32.414 143.47 1010 31-2% Sprinkler 27.008 130.96 1011 31'-2% Sprinkler 25.481 127.21 1012 31-2% Sprinkler 25.039 126.10 2 7-0 85.463 3 17-0 80.514 4 17-0 80.341 5 17-0 76.367 6 4-0 84.873 &,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 11/5/2020 3:36:24PM Page Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 4-0 83.687 9 4-0 80.799 10 4-0 80.025 11 0-6 Gauge 77.946 201 3191/2 60.888 202 31-8 60.459 203 31-8 58.855 204 31-11 57.699 206 32-0% 57.537 207 31-5 58.849 208 32-2 57.415 209 31-2 58.870 210 32-5 57.177 211 30-11 58.915 212 32-8 56.962 213 30-8 58.978 214 32-11 56.773 215 30'-6 59.027 216 30-9 55.490 217 30-4 59.076 218 32-10% 56.736 219 30-2 59.155 220 32-6 56.851 &© M.E.P.CAD, Inc. §11 2018 04.4.5.0 11/5/2020 3:36:24PM Pacie 5 I I I I I I I I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) - Notes 221 29'-10V2 59.274 222 32-2 56.983 223 29'-7 59.401 224 319h/2 57.123 225 3151/2 57.270 226 29-3 59.530 227 31-1 57.425 228 28-111/2 59.659 229 320h/2 54.380 230 31-5 55.030 231 28-8 59.789 232 32'-2 54.238 233 31-7 54.858 234 31-9% 54.655 235 31-2 55.226 236 32-8 53.503 237 32-11 53.076 238 32-5 53.888 239 30-11 55.398 240 30-7 55.580 241 30-3 55.747 242 32'-10% 52.736 243 32-6 52.472 1&©M.E.P.CAD, Inc. 1AutoSPRINK2018v14.4.5.0 11/5/2020 3:36:24PM Page Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 244 30-2 55.801 245 29-10% 55.927 246 32-1% 52.158 247 31-9% 51.789 248 29-7 56.060 249 29-3 56.191 250 31-5% 51.367 251 31'-1 50.940 252 28-111/2 56.322 253 28-8 56.453 254 29-8 46.455 255 31-11 33.756 256 29-3% 46.299 257 31-6% 33.639 258 28-111/2 46.367 259 31-2% 33.690 I I &© M.E.P.CAD, Inc. ?§I AutoSPRINK 2018 04.4.5.0 11/5/2020 3:36:24PM Page 7 I I 1 I I I I I I I I I U 1 I I I Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 1008 316h/2 25.2 126.00 21/2 (See 101-0 120 25.000 l ..... .Route Sprinkler Notes) 1007 31-6% 126.00 2.6350 0.044171 10-0 0.442 1007 31-6% 25.2 127.11 21/2 (See 9'6 120 25.442 Sprinkler Notes) 1006 31-6% 253.11 2.6350 0.160534 9-6 1.525 1006 31-6% 25.2 130.86 21/2 (See 2-9 120 26.967 Sprinkler, 16'-5 % Notes) 257 3161/2 383.97 2.6350 0.347059 T(16-51/2) 19-2% 6.672 257 31-6% 143.36 21/2 (See 23 120 33.639 Flow (q) from Route 4 16-5% 0.974 Notes) 256 29-31/2 527.33 2.6350 0.624177 P0(16-5%) 18-8% 11.686 256 29-3% 527.74 6 101-0 120 46.299 Flow (q) from Route 2 -0.154 254 29-8 1055.07 6.3570 0.030895 10-0 0.309 254 29-8 528.26 6 (See 55'4 120 46.455 Flow (q) from Route 3 22-7 % -0.618 Notes) 251 31-1 1583.33 6.3570 0.065467 2LtE(11'-4) 77-11% 5.103 251 31-1 2 (See 118'0 120 50.940 P0(12-3%) 49-2% 0.004 Notes) - - 227 31-1 69.32 2.1570 0.038757 21(12'-31/.), P0(12-3%) 167-2% 6.481 227 31-1 6 9-71/2 120 57.425 -0.157 225 31-5% 69.32 6.3570 0.000201 9-7% 0.002 225 3151/2 61.19 6 10-3% 120 57.270 Flow (q) from Route 17 -0.154 224 31-9% 130.50 6.3570 0.000647 10-3% 0.007 224 31-9% 62.39 6 10-0 120 57.123 Flow (q) from Route 23 -0.154 222 32-2 192.89 6.3570 0.001332 10-0 0.013 222 32-2 59.14 6 101-0 120 56.983 Flow (q) from Route 24 -0.154 220 32-6 252.04 6.3570 0.002185 10-0 0.022 f, © M.E.P.CAD, Inc. Pjjj AutoSPRINK 2018 04.4.5.0 #1 - Zone #1 11/5/2020 3:36:26PM Page 8 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Flttlng!Device (Equivalent Fitting (Foot) ___________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 220 32-6 90.23 6 10'-O 120 56.851 Flow (q) from Route 38 -0.154 218 32101/2 342.26 6.3570 0.003849 10-0 0.039 218 32-10% 85.92 6 9'- 101/2 120 56.736 Flow (q) from Route 26 -0.021 214 32-11 428.18 6.3570 0.005825 9101/2 0.057 214 32-11 82.46 6 10,-U 120 56.773 Flow (q) from Route 27 0.108 212 32-8 510.65 6.3570 0.008069 10'-U 0.081 212 32-8 79.55 6 10'-U 120 56.962 Flow (q) from Route 29 0.109 210 32'-5 590.20 6.3570 0.010548 10,-U 0.106 210 32-5 70.75 6 10-0 120 57.177 Flow (q) from Route 39 0.108 208 32-2 660.95 6.3570 0.013005 10'-0 0.130 2U8 32-2 75.98 6 4-6% 120 57.415 Flow (q) from Route 28 0.050 206 32-0 V2 736.93 6.3570 0.015906 4-6% 0.072 206 32-0 V2 74.71 6 5-5% 120 57.537 Flow (q) from Route 42 0.059 - -- 204 31-11 811.64 6.3570 0.019017 551/2 0.104 204 31-11 71.59 6 (See 9'-0V2 120 57.699 Flow (q) from Route 34 110-7% 0.099 Notes) 202 31-8 883.22 6.3570 0.022235 fT(29'-4%), fT(38'-9), C(37-8V2 1198h/2 2.661 202 31-8 700.11 8 (See 10'-4 4 120 60. 459 Flow (q) from Route 7 15-3 -0.042 Notes) 201 31-9V2 1583.33 8.2490 0.018407 LtE(15'-3), TOR 25'-7 0.471 201 31-9% 8 (See 35111/2 120 60.888 153-10% 13.564 Notes) 11 0-6 1583.33 8.2490 0.018407 f(-0.000), BV(14'-1), 3LtE(15-3 189-10 3.494 ), P0(41-11/2), BOR 11 0-6 10 (See 4'6 140 77.946 26-6 1.945 Notes) 10 4-0 1583.33 10.4000 0.004478 LtE(25'-6) 30-0 0.134 Ii I I I. I I LI I I I 1 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 (/,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 #1 -Zone #1 11/5/2020 3:36:26PM Page 9 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 10 4-0 10 (See Notes) 8261/2 150 80.025 21111(12--10%), LtE(18'-9) 44'-6 0.006093 9 4-0 1583.33 9.5100 12701/2 0.774 9 4-0 10 (See Notes) 10'O 140 80.799 3LtE(25'-6), CV(-2.500) 7661/2 0.004478 8 4-0 1583.33 10.4000 86-6% 2.887 8 4-0 10 (See Notes) 14'2 150 83.687 PIV(5'-10), 2LtE(18-9), 1(58-6 1/2) ioi-iov2 0.006093 7 4-0 1583.33 9.5100 11 6-0 0.707 7 4-0 250.00 8 (See Notes) 5'0 150 84.394 LtE(16'-7) 16-7 0.022203 6 4-0 1833.33 7.7100 21-7 0.479 6 4-0 12 (See Notes) 138'0 150 84.873 EE(15-1), LtE(20'-10%) 35111/2 0.003436 -9.104 5 17-0 1833.33 11.3100 174'-0 0.598 5 17-0 12 (See Notes) 12'0 140 76.367 3LtE(29-6), BFP(-3.730) 88-5 % 0.002436 4 17-0 1833.33 12.4600 100-51/2 3.974 4 17-0 12 (See Notes) 191 0 150 80.341 E(31'-4) 31-4 0.003436 3 17-0 1833.33 11.3100 50-4 0.173 3 17-0 12 (See Notes) 147'4 150 80.514 E(31'-4) 31'-4 0.003436 4.335 2 7-0 1833.33 11.3100 178-8 0.614 2 7-0 16 (See Notes) o'-o 150 85.463 Water Supply 0.000650 1 7-0 1833.33 15.9200 10-0 0.006 0.00 85.470 Hose Allowance At Source Total(Pt) Route 1 1 1833.33 1012 31-2% 25.2 126.10 2% (See Notes) 101-0 120 25.039 Route ..... Sprinkler 0.044234 1011 31-2% - 126.10 2.6350 10-0 0.442 ,©M.E.P.CAD, Inc. AutoSPRlNK201804.4.5.0 #1- Zone #1 11/5/2020 3:36:26PM Page 10 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ______________ _________________ Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) Loss Per Unit (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (PO and shown as 1011 3121/2 25.2 127.21 21/2 (See 9'-6 120 25.481 Sprinkler Notes) 1010 31-21/2 253.30 2.6350 0.160764 9'-6 1.527 1010 31-2% 25.2 130.96 21/2 (See 2'9 120 27.008 Sprinkler, 1651/. Notes) 259 3121/2 384.27 2.6350 0.347555 T(1 65h/2) 19-2% 6.681 259 3121/2 143.47 2% (See 2'3 120 33.690 Flow (q) from Route 5 16-5% 0.974 Notes) 258 28-11% 527.74 2.6350 0.625066 P0(16-5%) 18-8% 11.703 258 28-111/2 6 10-0 120 46.367 -0.154 256 29-31/2 527.74 6.3570 0.008576 10-0 0.086 46.299 Total(Pt) Route 2 1004 31-11 25.2 126.22 2% (See 10-0 120 25.089 Route ..... Sprinkler Notes) 1003 31-11 126.22 2.6350 0.044316 10-0 0.443 1003 31-11 25.2 127.33 21/2 (See 9-6 120 25.532 Sprinkler Notes) 1002 31-11 253.56 2.6350 0.161063 9'-6 1.530 1002 31-11 25.2 131.09 2% (See 29 120 27.062 Sprinkler, 16-5% Notes) 255 31-11 384.65 2.6350 0.348199 1(16-5%) 19-2% 6.694 255 31-11 143.61 21/2 (See 2'3 120 33.756 Flow (q) from Route 6 16-5% 0.974 Notes) 254 29-8 528.26 2.6350 0.626219 P0(16-5%) 18-8% 11.725 46.455 Total(Pt) Route 3 1005 31-6% 25.2 143.36 2% (See 6-3 T 120 32.364 Route 4 ..... Sprinkler, 165% I Notes) 257 31-61/2 143.36 2.6350 0.056086 22-8% 1.275 .T(16-5%) 33.639 Total(Pt) Route 4 1009 3121/2 25.2 143.47 21/2 (See 6'3 1 120 32.414 Route ..... Sprinkler, 165% Notes) 259 31-2% 143.47 2.6350 0.056165 1(1 6-5%) 22-8% 1.276 I I. I [1 11 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 - Zone #1 11/5/2020 3:36:26PM Page 11 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pt) directly to (P0 and shown as 33.690 Total(Pt) Route 5 1001 31-11 25.2 143.61 21/2 (See 6-3 120 32.477 Route 6 ..... Sprinkler, 1651/2 Notes) 255 31'-11 143.61 2.6350 0.056267 T(11 6--51/2) 22'-81/2 1.279 33.756 Total(Pt) Route 6 203 31-8 617.00+83.11 6 (See 0-11% 120 58.855 Route ..... Flow (q) from Route 8 and 30 110-7% -0.010 Notes) 202 31-8 700.11 6.3570 0.014467 fT(29-4%), fT(38-9), C(37'-8% 111-7 1.614 ________________ 60.459 Total(Pt) Route 7 207 31-5 532.94 +84.06 6 10-0 120 58.849 Route ..... Flow (q) from Route 9 and 32 -0.108 203 31-8 617.00 6.3570 0.011451 10'-O 0.115 58.855 Total(Pt) Route 8 209 31-2 450.99+81.96 6 10-0 120 58.870 Route ..... Flow (q) from Route 10 and 33 __________ -0.108 ________________ 207 31-5 532.94 6.3570 0.008733 10-0 0.087 58.849 Total(Pt) Route 9 213 30-8 304.17+67.82 6 10-0% 120 58.978 Route 10 ..... Flow (q) from Route 11 and 41 -0.109 211 30-11 371.99 6.3570 0.004491 10'-O% 0.045 211 30-11 78.99 6 9-11% 120 58.915 Flow (q) from Route 31 -0.108 209 31-2 450.99 -j- 6.3570 0.006412 9-11% 0.064 58.870 Total(Pt) Route 10 219 30-2 90.23+78.24 6 8-0 120 59.155 Route 11 ..... Flow (q)from Route 12 and 36 -0.087 217 30-4 168.47 6.3570 0.001037 ______________ 8-0 0.008 217 304 69.38 6 4-6 120 59.076 Flow (q) from Route 40 -0.058 215 30-6 237.85 6.3570 0.001963 4-6 0.009 215 30-6 66.32 6 7-6 120 59.027 Flow (q) from Route 43 -0.072 213 30-8 304.17 6.3570 0.003094 7-6 0.023 (,.©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 - Zone #1 11/5/2020 3:36:26PM Page 12 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) _______________ (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total _________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (POand shown as (Foot) 58.978 Total(Pt) Route 11 J 11'-3/ 120 59.274 Route 12 ..... 221 29-10% 72.27+ 17.96 6 Flow (q)from Route 13 and 18 -0.122 219 30-2 90.23 6.3570 0.000327 ____________ 11-3% 0.004 59.155 Total(Pt) Route 12 12-0 120 59.401 Route 13 ..... 223 29-7 54.32+ 17.95 6 Flow (q) from Route 14 and 19 [ -0.130 221 29-10%72.27 6.3570 0.000217 _______________ 12 -0 0.003 59.274 Total(Pt) Route 13 12-0 120 59.530 Route 226 29'-3 36.38+ 17.94 6 Flow (q)from Route 15 and 20 -0.130 ________________ 223 29-7 54.32 6.3570 0.000128 12-0 0.002 59.401 Total(Pt) Route 14 12-0 120 59.659 Route 15 ..... 228 28111/2 18.44+17.94 6 Flow (q) from Route 16 and 21 -0.130 226 29'-3 36.38 6.3570 0.000061 _______________ 12-0 0.001 59.530 Total(Pt) Route 15 12-0 120 59.789 " Route 16"" 231 28-8 18.44 6 Flow (q) from Route 22 -0.130 228 28-11% 18.44 6.3570 0.000017 12-0 0.000 59.659 Total(Pt) Route 16 9-71/2 120 50.940 Route 17 ..... 251 31-1 69.32 6 Flow (q) from Route 1 -0.154 250 31-5% 1514.02 6.3570 0.060264 9'-7% 0.580 250 31-5% 2 (See 118-0 120 51.367 P0(12-31/2), C(12'-3%) 73-10 Notes) 225 31-5% 61.19 2.1570 0.030769 21(12-3%), P0(12-3%), C(12' 191'_10 5.903 -3%) 57.270 Total(Pt) Route 17 245 29-101/2 90.23 1Y4 (See 1181 0 120 55.927 Route 18 ..... P0(7-5), Flow (q) from Route 29-8 % __________ ________________ Notes) 37 221 29101/2 17.96 1.4420 0.022655 21(7'-5),P0(7-5) 147'-8'/2 147-8% 3.347 59.274 Total(Pt) Route 18 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 - Zone #1 11/5/2020 3:36:26PM Page 13 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) i n9g'v vsl 245 29101/2 90.23 6 12-0 120 55.927 Route 19 ..... Flow (q) from Route 37 0.130 248 29-7 72.27 6.3570 0.000217 12-0 0.003 248 29-7 1% (See 1180 120 56.060 P0(7-5) 298 h/2 Notes) 223 29-7 17.95 1.4420 0.022620 21(7-5), P0(7-5) 14781/2 3.342 59.401 Total(Pt) Route 19 248 29-7 17.95 6 12-0 120 56.060 Route 20 ..... Flow (q) from Route 19 0.130 - 249 29-3 54.32 6.3570 0.000128 12-0 0.002 249 29-3 114 (See 118'0 120 56.191 P0(7-5) 2981/2 -0.000 Notes) 226 29-3 17.94 1.4420 0.022599 21(7-5), P0(7-5) 14781/2 3.339 59.530 Total(Pt) Route 20 249 29-3 17.94 6 12'-0 120 56.191 21 ..... Flow (q) from Route 20 0.130 252 28111/2 36.38 6.3570 0.000061 12-0 0.001 252 28-11% 114 (See 118'0 120 56.322 .Route Notes) 29'-8% 228 28111/2 17.94 1.4420 0.022590 2T(7'-S), P0(7-5) 14781,4 3.337 59.659 Total(Pt) Route 21 252 28-111/2 17.94 6 (See 12-0 120 56.322 Route 22 ..... Notes) Flow (q) from Route 21 37*81/2 0.130 253 28-8 18.44 6.3570 0.000017 PO(37'..81/2) 49 81/2 0.001 253 28-8 11/4 (See 118-0 120 56.453 22'-3V2 Notes) 231 28-8 18.447 1.4420 0.023779 21(7-5), P0(7-5) 140-3% 3.336 59.789 Total(Pt) Route 22 247 3191/2 1452.83 2 (See 118-0 120 51.789 Route 23 ..... Notes) P0(12-3%), Flow(q)from Route 25 49-2% 224 31-9% 62.39 2.1570 0.031899 2T(12'-3%), P0(12-3%) ____________ 167-2% 5.334 57.123 Total(Pt) Route 23 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 -Zone #1 11/5/2020 3:36:26PM Page 14 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Eiev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 247 3191/2 1452.83 6 10-0 120 51.789 Route 24 ..... Flow (q) from Route 25 -0.145 246 3211/2 1390.44 6.3570 0.051481 10-0 0.515 246 3211/z 2 (See 118'-0 120 52.158 P0(12-3%) 4921/2 -0.008 Notes) 222 32'-2 59.14 2.1570 0.028895 2T(12'-31/2), P0(12-3%) 167'-3 4.833 56.983 Total(Pt) Route 24 250 31-5% 61.19 6 10-3% 120 51.367 Route 25 ..... Flow (q) from Route 17 -0.154 247 31-9% 1452.83 6.3570 0.055836 10-3% 0.575 51.789 Total(Pt) Route 25 10-0 120 52.158 Route 26 ..... 246 321h/2 59.14 6 Flow (q) from Route 24 -0.162 243 32-6 1331.30 6.3570 0.047503 10-0 0.475 243 32-6 6 10-0 120 52.472 -0.154 242 32-10% 1241.07 6.3570 0.041719 10,-a 0.417 242 32-10% 21/2 (See 1181 0 120 52.736 P0(16-5%) 65-11 Notes) 218 32-10% 85.92 2.6350 0.021752 2T(16'-S%), P0(16-5%) 183-10% 4.000 56.736 Total(Pt) Route 26 9'- 101/2 120 52.736 Route 27 ..... 242 32-10% 85.92 6 Flow (q) from Route 26 -0.020 237 32'-11 1155.15 6.3570 0.036534 9-10% 0.361 237 32'-11 21/2 (See 117-5% 120 53.076 P0(16-5%) 65-11 -0.000 Notes) 214 32-11 82.46 2.6350 0.020162 2T(16'-S%), PO(16'-S%) 18 3-4% 3.697 56.773 Total(Pt) Route 27 10,-0 120 53.076 Route 28..... 237 32-11 82.46 6 Flow (q) from Route 27 0.108 236 32-8 1072.69 6.3570 0.031856 10-0 0.319 ,©M.E.P.CAD, Inc. R11 AutoSPRINK2O18v14.4.5.O #1 -Zone #1 11/5/2020 3:36:26PM Page 15 I I Ii I I I I 1 I I 1 .1 I I I I 1 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) 236 32-8 6 10-0 120 53.503 0.108 238 32-5 993.14 6.3570 0.027624 10-0 0.276 238 32-5 6 10-0 120 53.888 0.108 232 32-2 922.39 6.3570 0.024094 10-0 0.241 232 32-2 21/2 (See 117-5% 120 54.238 P0(16-5%) 65-11 -0.000 Notes) 208 32-2 75.98 2.6350 0.017328 2T(16'-5%), P0(16-5%) 183-4% 3.177 57.415 Total(Pt) Route 28 236 32-8 21/2 (See 1 117-5% 120 53.503 Route 29 ..... 65-11 I -0.000 Notes) P0(16-5%) 212 32-8 79.55 2.6350 0.018864 2T(16-51/2), P0(16-5%) 183-4% 3.459 56.962 Total(Pt) Route 29 233 31-7 700.11 2% (See 119-9 120 54.858 Route 30 ..... Notes) mecT(16-5%), Flow (q) from Route 35 76'lO% -0.025 203 31'-8 83.11 2.6350 0.020455 2LtE(5-6), 2T(16'-5%), P0(16'- 196-8 4.022 5%) 58.855 Total(Pt) Route 30 233 31-7 700.11 6 7-81/2 120 54.858 Route 31 ..... Flow (q) from Route 35 0.084 230 31-5 617.00 6.3570 0.011451 7'-8% 0.088 230 31-5 6 10-0 120 55.030 0.108 235 31-2 532.94 6.3570 0.008733 10-0 0.087 235 31-2 6 10-0 120 55.226 0.108 239 30'-11 450.99 6.3570 0.006412 10-0 0.064 239 30-11 2% (See 11751/2 120 55.398 Notes) PO(16'-5%) 71-4% -0.000 211 30-11 78.99 2.6350 0.018620 LtE(5'-6), T(16'-5'/2), C(16-5%) F188'-10% 3.517 P0(16-51/2) 58.915 Total(Pt) Route 31 ,,©M.E.P.CAD, Inc. R11 AutoSPRlNK2018v14.4.5.0 #1-Zone #1 11/5/2020 3:36:26PM Page 16 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 230 31-5 21/2 (See 116-11% 120 55.030 ••• Route 32••••• P0(16-51/2) 65-11 -0.000 Notes) 207 31-5 84.06 2.6350 0.020889 2T(16-5V2), P0(16-5%) 182-10 3.820 58.849 Total(Pt) Route 32 235 31-2 21/2 (See 116-111/2 120 55.226 Route 33 ..... P0(16'5 65-11 -0.000 Notes) 209 31-2 81.96 2.6350 0.019934 2T(16'-51/2), P0(16-5%) 182-10 3.645 58.870 Total(Pt) Route 33 4-6% 120 54.238 Route 34 ..... 232 32-2 75.98 6 Flow (q) from Route 28 0.049 229 32-0 V2 846.41 6.3570 0.020551 461/2 0.094 229 32-0% 6 9-9 120 54.380 0.106 234 31-9% 771.70 6.3570 0.017322 9-9 0.169 234 31-91/2 2% (See 12231/2 120 54.655 P0(16-5%) 76-10% -0.047 Notes) 204 31-11 71.59 2.6350 0.015519 2LtE(5'-6), 2T(16'-5%), P0(16'- 199-2 3.091 51/2) 57.699 Total(Pt) Route 34 8-0 J 120 54.655 Route 35 ..... 234 31-9% 71.59 6 Flow (q) from Route 34 0.087 233 31-7 700.11 6.3570 0.014467 8-0 0.116 54.858 Total(Pt) Route 35 6-0 120 55.398 Route 36 ..... 239 30-11 78.99 6 Flow (q) from Route 31 0.065 216 30-9 371.99 6.3570 0.004491 6-0 0.027 216 30-9 6 6-41/2 120 55.490 0.070 240 30-7 304.17 6.3570 0.003094 0.020 240 30-7 6 13-1% 120 55.580 0.142 241 30-3 23785 . 6.3570 0.001963 13-1% 0.026 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 -Zone #1 11/5/2020 3:36:26PM Page 17 I I I I I I I I I I 1 I I I I I I Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as 5 ngGiy Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 241 30-3 6 4-6 120 55.747 0.001037 0.049 244 30-2 168.47 6.3570 4-6 0.005 244 30-2 21/2 (See Notes) 11751/2 120 55.801 P0(16-5%) 2T(16'-5V2), P0(16-5%) 65-11 0.018292 -0.000 219 30-2 78.24 2.6350 183-41/2 3.354 59.155 Total(Pt) Route 36 244 30-2 78.24 6 I 11-3% I 120 55.801 Route 37 ..... Flow (q) from Route 36 . F 0.000327 0.122 245 29-10% 90.23 6.3570 11-3% 0.004 55.927 Total(Pt) Route 37 243 32-6 2% (See Notes) I 118-0 120 52.472 Route 38 ..... P0(16-5%) 2T(16'-5%), P0(16-5%) 65-11 I 0.023813 -0.000 220 32-6 90.23 2.6350 183-10% 4.379 56.851 Total(Pt) Route 38 238 32-5 21/2 (See Notes) 117-81/2 120 53.888 Route 39 ..... PO(16-S%) 31(16'-S%), 3LtE(5'-6), P0(16'- 5%) 98-10 0.015186 -0.000 210 32-5 - 70.75 2.6350 216-6% 3.288 57.177 Total(Pt) Route 39 241 30-3 21/2 (See Notes) 125-61/2 120 55.747 Route 40 ..... P0(16-5%) 7LtE(5'-6), T(16-S%), P0(16-5 %), 104-4 0.014647 -0.038 217 30-4 69.38 2.6350 229-10% 3.367 59.076 Total(Pt) Route 40 216 30-9 21/2 (See Notes) 124'-6 1[ 120 55.490 Route 41 ..... P0(16-51/2) 31(16-5%), 7LtE(5'-6), P0(16'- 51/2) 120-91/2 0.014043 0.043 213 30-8 67.82 2.6350 245-31/2 3.445 58.978 Total(Pt) Route 41 229 32-0% 2% (See Notes) 122-0 120 54.380 Route 42 ..... P0(16-5%) 6LtE(5'-6), mecT(16'-51/2) 65-11 0.016797 187-10% 0.000 206 32-0% 74.71 2.6350 3.156 57.537 Total(Pt) Route 42 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 -Zone #1 11/5/2020 3:36:26PM Page 18 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 240 30-7 21/2 (See 126-2 120 55.580 Route 43•"•. P0(16-5%), C(16-5%) 126-3% 0.046 Notes) 215 30-6 66.32 2.6350 0.013475 4T(16'-5%), 5LtE(5'-6) 252-5% 3.402 59.027 Total(Pt) Route 43 I I I I I I I I I 1 I I I I I I ME.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #1 - Zone #1 11/5/2020 3:36:26PM Page 19 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #1 - Zone #1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 a' \ =Factor Schedule 40 Steel Pipe Inside Diameter J Value - Value Of 100 130 140 15 Multiplying Factor 0.713 1.16 1.33 1.5 I Date: 11/5/2020 HI 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 450 Elbow Eel 111/40 Elbow Ee2 221/.* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #1 -Zone #1 11/5/2020 3:36:26PM Page 20 Hydraulic Graph Job Name: Millipore Sigma (Phase 1) N 1.85 Remote Area Number: #1 - Zone #1 Date: 11/5/2020 150 -: Water Supply Summary Sheet 135—- - Node: I Static Pressure 130.000 - I I 1833.33 © 128.362 120- C00 105ff— 90- - 1833.33 85.4 70 a - a. 75H (0 - -- 0.. 60--- System demand curve 15ff 0_....11i.J.i.I.I.I.J.!uhhhhhh11 111111111 111111111 111111111 111111111 II 11111 I I I I I I I ... I I I I I I I I I 550 3100 4650 6200 7750 9300 10850 12400 130 15500 Flow - gpm ,© M.E.P.CAD. Inc. J AutoSPRINK 2018 04.4.5.0 11/5/2020 3:36:13PM Page 2 I I I I I I I I I I 1 I I I I I I I I Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #2 - Zone #1 Remote Area Location: (N) ESFR Grid System Occupancy Classification: ESFR Commodity Classification: High Hazard/Class A Comodity Density: 40.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 2248.39 @ 104.089 Type of System: Wet ESFR System Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad Notes: Automatic peaking results Left: N/A Right: N/A (&© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #2 - Zone #1 11/5/2020 3:39:07PM Page 1 Calculation Date: 11/5/2020 Allowance at Source 111 Hydraulic Summary :1 Job Number: 20-3548-02 Renort Descrintion EFR 12 - Zone 01 Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Millipore Sigma (Phase 1) State Certifloatloruticensa Number C16-588039 Address I 2827 Whiptail Loop AHJ City of Carlsbad MAtrIx 2 Carlsbad CA, 92010 Job Site/Building AddreNs 3 Drawing Name 20-3548-02 Overhead—Phase 1 System Remote Area(s) Most Demanding Sprinkler Data 25.2 K-Factor 159.38 at 40.000 Soouponcy ESFR Job Suffix IiNeoPJto,eorce Al Source 0.00 Pressure 40.000 Area of Application NA Additional Hose, Supplies Node Hose At Node 7 Flow(porn) 250.00 Number Of Sp,icklerN Calcuteted 12 Coverage Per SprrOtnr 100.00ft2 AutePeek Results: Pressure For RemoteAdea(s) Adjacettlo Most cornets Area Total Hose Streams 250.00 DAltoN Flow Demand 2248.39 Total Water RequIred (including Hole pJiowerce) 2248.39 MaxImum Peosoute Unbalance IN Loops 0.000 Maximum Velocity Above Ground! 23.78 between nodes 241 and 2005 Maximum Velocity UndetSocurd 15.45 between nodes 6 and 7 Volume capuoky o( Wet Piper 11051 .46ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 127.611 2248.39 104.089 23.522 Contractor CorVactor Number 1 Contact Name Cameron Ward Contact tide Designer Name of Contractor: Western Fire Protection Phone ExtensIon Address F 13630 Danielson St FAX Address Poway, CA 92064 E-mail Add.. 3 Web-Site , © M.E.P.CAD, Inc. FIJI AutoSPRINK 2018 04.4.5.0 11/512020 3:39:42PM Page 1 I 1111Summary Of Outfiowing Devices Job Number: 20-3548-02 Renort Desc.rintinn ESFR (02 - Zane #1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 101.299 Sprinkler 2001 171.01 159.38 25.2 46.049 Sprinkler 2002 169.49 159.38 25.2 45.234 Sprinkler 2003 165.67 159.38 25.2 43.222 Sprinkler 2004 170.56 159.38 25.2 45.808 Sprinkler 2005 170.62 159.38 25.2 45.841 Sprinkler 2006 168.55 159.38 25.2 44.733 Sprinkler 2007 167.71 159.38 25.2 44.291 Sprinkler 2008 168.02 159.38 25.2 44.457 Sprinkler 2009 162.53 159.38 25.2 41.598 Sprinkler 2010 161.63 159.38 25.2 41.140 c Sprinkler 2011 159.38 159.38 25.2 40.000 Sprinkler 2012 163.23 159.38 25.2 41.955 c> Most Demanding Sprinkler Data I & © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 11/5/2020 3:39:17PM Page 3 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 1 8000.00 127.611 2248.39 104.089 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 224 3191/2 71.516 225 3151/2 71.666 226 29-3 69.168 227 31-1 71.823 228 28 -111/2 69.298 229 32-0% 68.136 230 31-5 67.967 231 28-8 69.428 232 32-2 68.140 233 31-7 68.040 234 31-9% 68.097 235 31-2 67.849 236 32-8 68.086 237 32-11 68.030 238 32-5 68.124 239 30-11 67.707 240 30-7 67.491 241 30-3 67.433 242 32-101/2 68.084 ,©M.E.P.CAD, Inc. iAutoSPRlNK2018v14.4.5.0 11/5/2020 3:39:21PM Page Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 243 32-6 68.260 244 30-2 67.467 245 29-101/2 67.591 246 32-1% 68.433 247 31-9% 68.585 248 29-7 67.722 249 29'-3 67.853 250 3151/2 68.742 251 31-1 68.900 252 28-111/2 67.984 253 28'-8 68.114 2103 32'-5 45.220 2111 32-9 41.175 1 7-0 Supply 104.089 2248.39 7 4-0 101.299 250.00 2001 32-5 Sprinkler 46.049 171.01 2002 32-5 Sprinkler 45.234 169.49 2003 32-3% Sprinkler 43.222 165.67 2004 32-5 Sprinkler 45.808 170.56 2005 32-6% Sprinkler 45.841 170.62 2006 32-61/2 Sprinkler 44.733 168.55 2007 32-6% Sprinkler 44.291 167.71 2008 32-61/2 Sprinkler 44.457 168.02 &© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 11/5/2020 3:39:21PM Pacie 5 Ii I I I I I I I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2009 32-9 Sprinkler 41.598 162.53 2010 32-9 Sprinkler 41.140 161.63 2011 32-9 Sprinkler 40.000 159.38 2012 32-9 Sprinkler 41.955 163.23 2 7-0 104.079 3 17-0 98.849 4 17-0 98.597 5 17-0 93.766 6 4-0 101.999 8 4-0 100.212 9 4-0 97.116 10 4-0 95.925 11 0-6 Gauge 93.773 201 31-9% 74.835 202 31-8 74.152 203 31-8 69.725 204 31-11 71.893 206 32-0% 71.754 207 31-5 69.467 208 32-2 71.650 209 31-2 69.238 210 32-5 71.450 211 30-11 69.037 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 11/5/2020 3:39:21PM Page 6 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 212 32-8 71.270 213 30-8 68.859 214 32-11 71.110 215 30-6 68.732 216 30-9 67.608 217 30-4 68.736 218 32'-lO% 71.096 219 30-2 68.789 220 32-6 71.227 221 29-bY2 68.910 222 32-2 71.369 223 29-7 69.039 I I I I I I I I ,© M.E.P.CAD, Inc. AutoSPRINJK 2018 04.4.5.0 11/5/2020 3:39:21PM Paqe 7 I I I I I I I I I I I Date: 11/5/2020 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Pipe Information Eiev I Flow added Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Fitting s s & Device (Foot) Fitting/Device (Equivalent Fitting (Foot) ____________ Pf Friction Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 2011 32-9 25.2 159.38 2% (See 0'-9 120 40.000 Routel ..... Sprinkler, 1651 Notes) 2111 32-9 159.38 2.6350 0.068226 T(16'-5%) 1721,4 1.175 2111 32-9 16.72 2% 9'-6 120 41.175 Flow (q) from Route 2 0.082055 2012 32-9 176.10 2.6350 9'-6 0.780 2012 32'-9 25.2 163.23 21/2 (See 60'6 120 41.955 Notes) Sprinkler, 32-111/2 0.975 215 30-6 339.33 2.6350 0.276118 2T(16'-5%) 93-5% 25.803 215 30-6 633.05 6 7-6 120 68.732 Flow (q) from Route 4 -0.072 213 30-8 972.38 6.3570 0.026565 7-6 0.199 213 30'8 38.49 6 10'-O% 120 68.859 Flow (q) from Route 35 -0.109 211 30-11 1010.86 6.3570 0.028543 10-0% 0.286 211 30-11 46.70 6 9-11% 120 69.037 Flow (q) from Route 3 -0.108 209 31-2 1057.56 6.3570 0.031030 9111/2 0.310 209 31-2 48.66 6 10-0 120 69.238 Flow (q) from Route 30 -0.108 207 31-5 1106.23 6.3570 10, 0.033723 -U 0.337 207 31-5 50.72 6 101-0 120 69.467 Flow (q) from Route 29 -0.108 - 203 31-8 1156.95 6.3570 0.036639 10-0 0.367 203 31-8 52.34 6 (See 0'- 111/2 120 69.725 Notes) Flow (q) from Route 14 110-7% -0.010 202 31-8 1209.29 6.3570 0.039765 ff(29'-4%), fT(38'-9), C(37'-81/2 111-7 4.438 202 31-8 789.10 8 (See 10'4 120 74.152 Notes) Flow (q) from Route 8 15-3 -0.042 201 31-91/2 1998.39 8.2490 0.028316 LtE(15'-3), TOR 25-7 0.724 201 31-9% 8 (See 35111/2 120 74.835 153-101/2 13.564 Notes) 11 0-6 1998.39 8.2490 0.028316 f(-0.000), BV(14'-l), 3LtE(15'-3 189-10 5.375 BOR , © M.E.P.CAD, Inc. Rjj AutoSPRiNK 2018 v14.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 8 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FiftinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 11 0-6 10 (See Notes) 4-6 140 93.773 LtE(25-6) 25-6 0.006888 1.945 10 4-0 1998.39 10.4000 30-0 0.207 10 -4-0 10 (See Notes) 8261/a 150 95.925 2EE(12-10V2), LtE(18'-9) 44-6 0.009373 9 4-0 1998.39 9.5100 127'-0V2 1.191 9 4-0 10 (See Notes) 100 140 97.116 3LtE(25-6), CV(-2.500) 76-6% 0.006888 8 4-0 1998.39 10.4000 86-6 1/2 3.096 8 4-0 10 (See Notes) 142 150 100.212 PIV(5-10), 2LtE(18-9), 1(58-6 1/2) 101101,I2 0.009373 7 4-0 1998.39 9.5100 116'-0 1.087 7 4-0 250.00 8 (See Notes) 50 150 101.299 LtE(16-7) 16-7 0.032388 6 4-0 2248.39 7.7100 21-7 0.699 6 4-0 12 (See Notes) 138'0 150 101.999 EE(15-1), LtE(20-10Y2) 35-111/2 0.005012 -9.104 5 17-0 2248.39 11.3100 174-0 0.872 5 17-0 12 (See Notes) 12'0 140 93.766 3LtE(29-6), BFP(-4.473) 8851/2 0.003553 4 17-0 2248.39 12.4600 10051/2 4.830 4 17-0 12 (See Notes) 190 150 98.597 E(31'-4) 31-4 0.005012 3 17-0 - 2248.39 11.3100 50'-4 0.252 3 17-0 12 (See Notes) 147'4 150 98.849 E(31-4) 31-4 0.005012 4.335 2 7-0 2248.39 11.3100 178-8 0.895 2 7-0 16 (See Notes) 101-0 150 104.079 Water Supply 0.000948 1 7-0 2248.39 15.9200 10-0 0.009 0.00 104.089 Hose Allowance At Source Total(Pt) Route 1 1 2248.39 I I I I I I 1 I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 (,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 #2- Zone #1 11/5/2020 3:39:24PM Page Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) 2010 32'-9 25.2 161.63 21/2 (See T ll'o% 120 41.140 Route ..... Sprinkler, 21'-1111/2 Notes) 2111 32'-9 16.72 2.6350 0.001053 4LtE(5'-6) , 33'-O j 0.035 41.175 Total(Pt) Route 2 2010 32-9 25.2 161.63 2% (See 8'-0 120 41.140 Route ..... Sprinkler Notes) 2009 32-9 144.91 2.6350 0.057214 8'-O 0.458 2009 32-9 25.2 162.53 2% (See 37'l% 120 41.598 Sprinkler, 714% 0.929 Notes) 240 30-7 307.45 2.6350 0.230050 21(16-5%), LtE(5'-6), P0(16-5 108-6 24.964 %), 240 30-7 718.57 6 6-4% 120 67.491 Flow (q) from Route 6 -0.070 216 30-9 1026.02 6.3570 0.029339 6'-4% 0.187 216 30-9 6 6-0 120 67.608 -0.065 239 30-11 987.53 6.3570 0.027336 6'-O 0.164 239 30-11 21/2 (See 1175% 120 67.707 P0(16-5%) 71-4% -0.000 Notes) 211 30-11 46.70 2.6350 0.007042 LtE(5-6), T(16'-5%), C(16-5%) rl8'-lO% 1.330 P0(16-51/2) 69.037 Total(Pt) Route 3 2003 32-3% 25.2 165.67 21/2 (See 5'-10 120 43.222 Route ..... Sprinkler, 21-11% -0.040 Notes) 2103 32'-5 165.67 2.6350 0.073294 LtE(5'-6), 1(16-5%) 27-10 2.039 2103 32-5 21/2 11-4% 120 45.220 0.051787 2004 32'-5 137.31 2.6350 11-4% 0.588 2004 32-5 25.2 170.56 21/2 (See 62'5% 120 45.808 Notes) Sprinkler, 32111/2 0.975 219 30-2 307.87 2.6350 0.230640 T(16'-5%), PO(16-5%) 95-5 22.005 219 30-2 54.54 6 8-0 120 68.789 jr- Flow (q) from Route 9 -0.087 F 217 30-4 1 362.41 6.3570 0.004279 r81-0 0.034 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 10 11 I I I I I I I I I I 1 I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 217 30-4 270.64 6 4'-6 I 120 68.736 Flow (q) from Route 5 -0.058 215 30-6 633.05 6.3570 0.012008 4-6 0.054 68.732 Total(Pt) Route 4 2007 32-6% 25.2 167.71 21/2 (See 6-6 120 44.291 5 ..... Sprinkler Notes) . Route 2008 32-6% 102.62 2.6350 0.030215 5'-6 0.166 2008 32-61/2 25.2 168.02 21/2 (See 68'0 120 44.457 Sprinkler, 60-5 0.946 Notes) 217 30-4 270.64 2.6350 0.181712 2LtE(5'-6), T(16'-5%), P0(16-5 128-5 23.333 %),_C(16'-5%) 68.736 Total(Pt) Route 5 2007 32-6% 25.2 167.71 2% (See 12-0% 120 44.291 "" Route 6 ..... Sprinkler, 21-11% 0.000 Notes) 2006 32-6% 65.09 2.6350 0.013016 4LtE(5'-6) 34'-O 0.442 2006 32-6% 25.2 168.55 21/2 (See 81 0 120 44.733 Sprinkler Notes) 2005 32-6% 233.64 2.6350 0.138437 8-0 1.107 2005 32-6% 25.2 170.62 21/2 (See 32'0 120 45.841 Sprinkler, 21-11% 0.984 Notes) 241 30-3 404.26 2.6350 0.381737 LtE(5-6), P0(16-5%) 54-0 20.608 241 30-3 314.32 6 13-1% 120 67.433 Flow (q) from Route 7 -0.142 240 30-7 718.57 6.3570 0.015180 13-1% 0.199 67.491 Total(Pt) Route 6 2002 32'-5 25.2 169.49 2% (See 8-0 120 45.234 Route 7 ..... Sprinkler Notes) 2001 32-5 197.85 2.6350 0.101779 8'-O 0.814 2001 32-5 25.2 171.01 21/2 (See 30'6 120 46.049 Sprinkler, 32-11% 0.975 Notes) 244 30-2 368.85 2.6350 0.322201 T(16'-5%), P0(16-5%) 63-5% 20.443 244 30-2 6 4-6 120 67.467 -0.049 241 30-3 314.32 6.3570 0.003288 4'-6 0.015 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 11 I Date: 11/5/2020 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Pipe Information Elev 1 Flow added Fitting & s Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID DevIces (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (PP and shown as 67.433 J Total(Pt) Route 7 210 32-5 476.77+71.19 6 10-0 120 71.450 Route ..... Flow (q)from Route 17 and 34 0.108 208 32-2 547.96 6.3570 0.009194 ________________ 10-0 0.092 208 32-2 80.18 6 4'-6% 120 71.650 Flow (q) from Route 16 0.050 206 3201/z 628.14 6.3570 0.011837 4-6% 0.054 206 32-0% 80.44 6 5-5% 120 71.754 Flow (q) from Route 36 0.059 204 31'-11 708.58 6.3570 0.014792 5-5% 0.081 204 31'-11 80.52 6 (See 9'-O% 120 71.893 Flow (q) from Route 15 110-7% 0.099 Note s) 202 31-8 789.10 6.3570 0.018051 M29'41/2),fl(38-9), C(37'-8% rl9-8% 2.161 74.152 Total(Pt) Route 8 771 221 29-101/2 43.68+ 10.86 6 11-3% 120 68.910 Route ..... Flow (q)from Route 10 and 22 -0.122 ________________ 219 30-2 54.54 6.3570 0.000129 11-3% 0.001 68.789 Total(Pt) Route 9 223 29-7 32.83+ 10.85 6 T 12-0 120 69.039 Route 10 ..... Flow (q) from Route 11 and 23 -0.130 221 29101/2 43.68 6.3570 0.000085 12-0 0.001 68.910 Total(Pt) Route 10 226 29-3 21.99+ 10.84 6 1 12-0 120 69.168 Route 11 ..... Flow (q)from Route 12 and 24 -0.130 _______________ 223 29-7 32.83 6.3570 0.000050 12-0 0.001 69.039 Total(Pt) Route 11 228 28-11% 11.15+ 10.84 6 12-0 120 69.298 Route 12 ..... Flow (q) from Route 13 and 25 -0.130 226 29-3 21.99 6.3570 0.000024 _____ _ 12-0 0.000 69.168 Total(Pt) Route 12 231 28-8 11.15 6 12-0 120 69.428 Route 13 ..... Flow (q) from Route 26 -0.130 228 28-11% 11.15 6.3570 0.000007 12-0 0.000 &© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 12 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total __________________ (Foot) (Foot) (psi) Friction(Pf) directly to (P0 and shown as (Foot) a nrja"' va1u2. 69.298 J Total(Pt) Route 13 239 30-11 46.70 6 10-0 120 67.707 Route 14 ..... Flow (q) from Route 3 -0.108 235 31-2 940.83 6.3570 0.024993 10'-O 0.250 235 31'-2 6 10-0 120 67.849 -0.108 230 31-5 892.17 6.3570 0.022654 10-0 0.227 230 31-5 6 7'-8% 120 67.967 -0.084 233 31-7 841.44 6.3570 0.020329 7-8% 0.157 233 31-7 21/2 (See 1191 9 120 68.040 mecT(16'-51/2) 76-10% -0.025 Notes) 203 31-8 52.34 2.6350 0.008696 2LtE(5'-6), 2T(16'-S%), P0(16'- 196-8 1.710 51/2) 69.725 Total(Pt) Route 14 8-0 120 68.040 ••"• Route 15 ..... 233 31-7 52.34 6 Flow (q) from Route 14 -0.087 234 31-9% 789.10 6.3570 0.018051 8-0 0.144 234 3191/2 21/2 (See 122'31/2 120 68.097 P0(16-5%) -0.047 Notes) 204 31-11 80.52 2.6350 0.019292 2LtE(5'-6), 2T(16'-5%), P0(16'- 0% 2 : tl '- 3.843 ___ 51/2) 71.893 Total(Pt) Route 15 9-9 120 68.097 Route 16 ..... 234 31-9% 80.52 6 Flow (q) from Route 15 -0.106 229 32-0% 708.58 6.3570 0.014792 9-9 0.144 229 32-0% 6 4-6% 120 68.136 -0.049 232 32-2 628.14 6.3570 0.011837 0.054 232 32-2 21/2 (See 117'S% 120 68.140 P0(16-5%) 65-11 -0.000 Notes) 208 32-2 80.18 2.6350 0.019142 2T(16'-5%), P0(16-5%) 183-4% 3.510 71.650 Total(Pt) Route 16 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #2-Zone #1 11/5/2020 3:39:24PM Page 13 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added __________ Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (P0 and shown as rg'v9 vat 232 32-2 80.18 6 101-0 120 68.140 Route 17 ..... Flow (q) from Route 16 -0.108 238 32-5 547.96 6.3570 0.009194 10-0 0.092 238 32-5 6 10-0 120 68.124 -0.108 236 32-8 476.77 6.3570 0.007107 10'-O 0.071 236 32-8 6 10-0 120 68.086 -0.108 237 32-11 400.71 6.3570 0.005153 10-0 0.052 237 32-11 21/2 (See 11751/2 120 68.030 Notes) P0(16-5%) 65-11 -0.000 214 32-11 74.72 2.6350 0.016801 2T(16'-5%), P0(16-5%) 183'-4% 3.081 214 32-11 325.99 6 10-0 120 71. 110 Flow (q) from Route 18 0.108 212 32-8 400.71 6.3570 0.005153 10-0 0.052 212 32-8 76.06 6 10-0 120 71. 270 Flow (q) from Route 28 0.109 210 32-5 476.77 6.3570 0.007107 10-0 0.071 71.450 Total(Pt) Route 17 237 32-11 74.72 6 9-10% 120 68.030 Route 18 ..... Flow (q) from Route 17 0.020 242 32-10% 325.99 6.3570 0.003517 9-10% 0.035 242 32-10% 2% (See 118-0 120 68.084 Notes) P0(16-5%) 65-11 218 32-101/2 73.69 2.6350 0.016376 2T(16-51/2), P0(16-5%) 183-10% 3.011 218 32-10% 252.29 6 9-10% 120 71.096 Flow (q) from Route 19 -0.021 - 214 32-11 325.99 6.3570 0.003517 9-10% 0.035 71.110 Total(Pt) Route 18 242 32-10% 73.69 6 101-0 120 68.084 1 Route 19 ..... Flow (q) from Route 18 0.154 I 243 32-6 252.29 6.3570 0.002189 10'-O 0.022 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 14 1 I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 I I I Date: 11/5/2020 Pipe Information Elev I Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (P0 and shown as rpays yt• 243 32.6 6 10-0 120 68.260 0.162 246 32-1% 179.18 6.3570 0.001162 10-0 0.012 246 32-1 1/2 2 (See 118'0 120 68.433 P0(12-3%) 492h/2 -0.008 Notes) 222 32-2 45.25 2.1570 0.017605 2T(12'-3Y2), P0(12'-3%) 167-3 2.944 222 32-2 133.93 6 10-0 120 71.369 Flow (q) from Route 20 -0.154 220 32-6 179.18 6.3570 0.001162 10-0 0.012 220 32-6 73.11 6 10'-O 120 71.227 Flow (q) from Route 32 -0.154 32-10% 252.29 6.3570 0.002189 EO 10 0.022 71.096 Total(Pt) Route 19 246 32-1% 45.25 6 10-0 120 68.433 Route 20 ..... Flow (q) from Route 19 0.145 247 31-9% 133.93 6.3570 0.000678 10-0 0.007 247 31-9% 2 (See 1181 0 120 68.585 P0(12-3%) 49'-21/2 Notes) 224 31-9% 45.14 2.1570 0.017526 2T(12'-3%), P0(12-3%) 167'-21/2 2.931 224 31-9% 88.79 6 10-0 120 71.516 Flow (q) from Route 21 -0.154 222 32-2 133.93 6.3570 0.000678 10-0 0.007 71.369 Total(Pt) Route 20 10-3% 120 68.585 Route 21 ..... 247 31'-9Y2 45.14 6 Flow (q) from Route 20 0.154 250 31-5% 88.79 6.3570 0.000317 10'-3% 0.003 250 31-51/2 2 (See 118'0 120 68.742 73'-10 Notes) 225 31'-5Y2 41.86 2.1570 0.015244 2T(12-3%), P0(12-3%), C(12' 191'-lO 2.924 -3%) 225 31-5% 46.94 6 10-3% 120 71.666 Flow (q) from Route 27 -0.154 224 31-9% 88.79 6.3570 0.000317 10-3% 0.003 71.516 Total(Pt) Route 21 71 ©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #2-Zone #1 11/5/2020 3:39:24PM Page 15 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Device s Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 245 2910h/2 54.54 1% (See Notes) I 118'0 120 67.591 Route 22 ..... P0(7-5), Flow (q) from Route 31 2T(7-5), P0(7-5) 2981/2 0.008925 % _______________ 221 29-10% 10.86 1.4420 147-8 1.318 68.910 Total(Pt) Route 22 245 29101/2 54.54 6 12-0 120 67.591 Route 23 ..... Flow (q) from Route 31 0.000085 0.130 248 29-7 43.68 6.3570 12-0 0.001 248 29-7 1Y4 (See Notes) 118'0 120 67.722 P0(7-5) 2T(7'-S), P0(7-5) 29-8 % 0.008911 223 29-7 10.85 1.4420 147-8% 1.316 69.039 Total(Pt) Route 23 248 29-7 10.85 6 12-0 120 67.722 Route 24 ..... Flow (q) from Route 23 0.000050 0.130 249 29-3 32.83 6.3570 12-0 0.001 249 29-3 1% (See Notes) 118'-0 120 67.853 P0(7-5) 2T(7'-5), P0(7-5) 29-8% 0.008903 -0.000 226 29-3 10.84 1.4420 147-8% 1.315 69.168 Total(Pt) Route 24 249 29-3 - 10.84 6 12-0 120 67.853 ••••• Route 25 ..... Flow (q) from Route 24 0.000024 0.130 252 28-11% 21.99 6.3570 12-0 0.000 252 28-111/2 1v4 (See Notes) 118'0 120 67.984 21(7-5), P0(7-5) 298h/2 0.008899 228 28-11% 10.84 1.4420 147-81/2 1.315 69.298 Total(Pt) Route 25 252 28-11% 10.84 6 (See Notes) 12-0 120 67.984 Route 26 ..... Flow (q) from Route 25 P0(37-8%) 37'-8% 0.000007 0.130 253 28-8 11.15 6.3570 49-8% 0.000 253 28-8 11/4 (See Notes) 118'0 120 68.114 2T(7'-5), PO(7'-5) 22-31/2 0.009368 231 28-8 11.15 1.4420 140-3% 1.314 69.428 Total(Pt) Route 26 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 16 I I I 1 I 1 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 I I I Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as 19fl" vI• Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) _______ 250 _____________ 3151/2 _______ _____________ 41.86 __________ 6 __________ (See Notes) ___________ 971/2 ______________ 120 __________________ 68.742 "" Route 27"" Flow (q) from Route 21 PQ(378%) 378h/z 0.000098 0.154 251 31-1 46.94 6.3570 47'-4 0.005 251 31-1 2 (See Notes) 118'-0 120 68.900 2T(12-3%), P0(12-3%) 36-11 0.018840 0.004 227 31-1 46.94 2.1570 154-11 2.919 227 31-1 6 9-7% 120 71.823 0.000098 -0.157 225 315h/2 46.94 6.3570 9-7% 0.001 71.666 Total(Pt) Route 27 236 32-8 21/2 (See Notes) 11751/2 120 68.086 Route 28 ..... PO(16'-5%) 21(16-5%), P0(16-5%) 65-11 0.017364 -0.000 212 32-8 76.06 2.6350 183-4% 3.184 71.270 Total(Pt) Route 28 230 31-5 21/2 (See Notes) 116-11% I 120 67.967 Route 29 ..... P0(16-5%) 21(16-5%), P0(16-5%) 65-11 I 0.008205 -0.000 207 31-5 50.72 2.6350 182-10 1.500 69.467 Total(Pt) Route 29 235 31-2 21/2 (See Notes) 116-111/2 T 120 67.849 Route 30 ..... P0(16-51/2) 2T(16-51/2), P0(16-5%) 65-11 0.007600 -0.000 209 31-2 48.66 2.6350 182-10 1.390 69.238 Total(Pt) Route 30 244 30-2 314.32 6 11-3% T 120 67.467 Route 31 ..... Flow (q) from Route 7 0.000129 0.122 245 29-10% 54.54 6.3570 11-3% 0.001 67.591 Total(Pt) Route 31 243 32-6 21/2 (See T Notes) 118-0 120 68.260 Route 32..... PO(16'-5%) 21(16-5%), P0(16-5%) 65-11 0.016138 -0.000 220 32-6 73.11 2.6350 183-10% 2.968 71.227 Total(Pt) Route 32 2103 32-5 137.31 2% T 5-2 120 I 45.220 J Route 33 ..... Flow (q) from Route 4 0.014 [ 0.002799 2002 32-5 28.36 2.6350 5-2 (,© M.E.P.CAD, Inc. Pill AutoSPRlNK 2018 04.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 17 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #2 - Zone #1 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total _________________ (Foot) (Foot) (Foot) Friction(W) directly to (P0 and shown as 45.234 [ Total(Pt) Route 33 238 32-5 21/2 (See 117-8% 120 68.124 Route 34 ..... P0(16-5%) 98-10 -0.000 Notes) 210 32-5 71.19 2.6350 0.015361 3T(16'-51/2), 3LtE(5'-6), P0(16'- 216-61/2 3.326 51/2) 71.450 Total(Pt) Route 34 216 30-9 21/2 (See 124-6 120 67.608 Route 35 ..... Notes) P0(16-5%) 120'-g% 0.043 213 30-8 38.49 2.6350 0.004924 3T(1651/2), 7LtE(5'-6), P0(16'- 245-3% 1.208 51/2) 68.859 Total(Pt) Route 35 229 32-0% 2% (See 122'-0 120 68.136 Route 36 ..... Notes) PO(16'-5%) 65-11 0.000 206 32-0% 80.44 2.6350 0.019254 6LtE(5'-6), mecT(16'-51/2) 187-10% 3.618 71.754 Total(Pt) Route 36 © M.E.P.CAD, Inc. Pill AutoSPRINK 2018 04.4.5.0 #2 - Zone #1 11/5/2020 3:39:24PM Page 18 I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #2 - Zone #1 I lEquivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter ) I I ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4* Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant 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 IC Value Multiplier • Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Date: 11/5/2020 I 1 1 I I I I ,© M.E.P.CAD, Inc. Pill AutoSPRINK 2018 04.4.5.0 #2-Zone #1 11/5/2020 3:39:23PM Page 19 Hydraulic Graph Job Name: Millipore Sigma (Phase 1) N 1.85 Remote Area Number: #2 - Zone #1 Date: 11/5/2020 150 -: Water Supply Summary Sheet Node: I - Static Pressure 130.000 248.39 KIP 127.611 120-i 105 - 1248.39 1O4.089 p000O1o5.000 90 75- CL - System demand curve- 45 30--- 15— o-.11lllljIlIllIll! 111111111 1 11111111 11111111 111111 I I I I I I I I I I I I I I I 550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm ,,© M.E.P.CAD, Inc. MI AutoSPRINK 2018 04.4.5.0 11/5/2020 3:39:09PM Pane 2 Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #3 - Zone #3 Remote Area Location: ESFR Tree Occupancy Classification: ESFR Commodity Classification: High Hazard/Group A Commodity Calculation Date: 11/5/2020 Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: In-rack Demand: Hose Streams: 25.000 NA 100.00ft2 Pendent 12 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1800.08 @98.092 Type of System: Wet ESFR System Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #3 - Zone #3 11/5/2020 3:41:54PM Page 1 1111 Hydrau1ic Summary :1 Job Number: 20-3548-02 - 20-10 Reoort Descriotion: ESFR (#3 - Zone #31 Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Millipore Sigma (Phase 1) State CertlltoationlLioenso Number C16-588039 Address I 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Carlsbad CA, 92010 Job Sitel8ulIdirrg Address 3 Drareing Name 20-3548-02 Overhead Phase 1 System Remote Area(s) Most Demanding SprinkJer Data K-Factor 126.00 at 25.000 Occupancy ESFR Job Suffix 20-10 Nasa yjtowatcr At Source 0.00 Presoure 25.000 Area otyppllcatio,r NA Addiboflat Hose Supplies Node Hose At Node 7 Flow(gpm) 250.00 bumbarOtgprirrosrs Calcrulated 12 Cooerage Per spter 100.001t2 AutoPooi Results: Pressure For Remote y,ea(s)Adlaoorrt To Most Remote Area Total Hose Streams 250.00 System Flow Demand 1800.08 Total Water Required (including H000Auitowarce) 1800.08 Maeimum Pressure tlnbalancO In Loops 0.000 Maelrrram Velocity Ab000 Ground 30.42 between nodes 103 and 3001 Maolmscm Velocity Undet Ground 12.37 between nodes 6 and 7 Volume capacity of Wet Pipes 11051.46ga1 Volume capacity at Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 128.417 1800.08 98.092 30.324 Contractor Conceder Number 1 Contact Name Cameron Ward Contact 1100 Designer Name otConfreotor: Western Fire Protection Phone Eatenslcn Address I 13630 Danielson St FAX Address 2 Poway, CA 92064 E.ecait Address 3 Web.Slta , © M.E.P.CAD, Inc. rfil AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:42:28PM Page 1 11/5/2020 3:42:04PM Page 3 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 1 __________________ _______ Summary Of Outfiowing Devices Job Number: 20-3548-02 - 20-10 1111 Rpnrrt flôrintirn SFR - 7nn ff\ Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 97.138 Sprinkler 3001 133.57 126.00 25.2 28.096 Sprinkler 3002 130.24 126.00 25.2 26.711 Sprinkler 3003 127.07 126.00 25.2 25.425 Sprinkler 3004 126.18 126.00 25.2 25.071 Sprinkler 3005 133.39 126.00 25.2 28.017 Sprinkler 3006 130.06 126.00 25.2 26.636 Sprinkler 3007 126.89 126.00 25.2 25.353 Q Sprinkler 3008 126.00 126.00 25.2 25.000 Sprinkler 3009 133.48 126.00 25.2 28.056 Sprinkler 3010 130.15 126.00 25.2 26.673 Sprinkler 3011 126.98 126.00 25.2 25.389 Sprinkler 3012 126.09 126.00 25.2 25.035 c Most Demanding Sprinkler Data I I I I I I I I I I I I 1 I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #3 - Zone #3 Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 1 8000.00 128.417 1800.08 98.092 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 7-0 Supply 98.092 1800.08 7 4-0 97.138 250.00 3001 31-11 Sprinkler 28.096 133.57 3002 31-11 Sprinkler 26.711 130.24 3003 31-11 Sprinkler 25.425 127.07 3004 31-11 Sprinkler 25.071 126.18 3005 3161/2 Sprinkler 28.017 133.39 3006 31-61/2 Sprinkler 26.636 130.06 3007 31-6% Sprinkler 25.353 126.89 3008 31'-6% Sprinkler 25.000 126.00 3009 3121/2 Sprinkler 28.056 133.48 3010 31-2% Sprinkler 26.673 130.15 3011 3121/2 Sprinkler 25.389 126.98 3012 31'-21/2 Sprinkler 25.035 126.09 2 7-0 98.086 3 17-0 93.157 4 17-0 92.990 5 17-0 89.075 6 4-0 97.602 &©M.E.P.CAD, Inc. R111 AutoSPRlNK2018v14.4.5.0 11/5/2020 3:42:07PM Pacie4 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #3 - Zone #3 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 4-0 96.459 9 4-0 93.586 10 4-0 92.842 11 0-6 Gauge 90.767 101 30-8% 73.861 102 32-3% 66.196 103 29-8 54.016 104 29-3% 53.872 105 28-111/2 53.943 I I I I I I I I I I &© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 11/5/2020 3:42:07PM Page 5 1 I I I I I I I H Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #3 - Zone #3 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3008 3161/z 25.2 126.00 21/2 (See Notes) 8-0 120 25.000 Route Sprinkler 0.044171 3007 3161/2 126.00 2.6350 8-0 0.353 3007 3161/2 25.2 126.89 2% (See Notes) 81 0 120 25.353 Sprinkler 0.160275 3006 3161/2 252.89 2.6350 8-0 1.282 3006 3t-61/z 25.2 130.06 2% (See Notes) 4'0 120 26.636 Sprinkler 0.345343 3005 3161/2 - 382.94 2.6350 4'-O 1.381 3005 31-6% 25.2 133.39 2% (See Notes) 8'6 120 28.017 Sprinkler, 1(16-51/2), P0(16-5%) 32-11% 0.600298 0.974 104 29-3% 516.33 2.6350 41-5% 24.881 104 29'-3% 516.69 6 101-0 120 53.872 Flow (q) from Route 2 0.029711 -0.154 103 29'-8 1 1033.02 6.3570 10-0 0.297 103 29'-8 517.06 6 (See Notes) 138'10 120 54.016 Flow (q) from Route 3 2E(17'-7), T(37'-8%) 72-11 0.062946 -1.149 102 3231/2 1550.08 6.3570 211-9 13.329 102 32'-3% 8 (See Notes) 322'61/2 120 66.196 EE(10'-7), 4LtE(15'-3), TORi 71-7% 0.017698 0.689 101 30-8% 1550.08 8.2490 394'-2 6.976 101 30-8% 8 (See Notes) 34'11% 120 73.861 f(-0.000), BV(14'-l), T(41'-1Y2), P0(41-11/2), 2LtE(15'-3), CV(5 2-10), BOR 179'-8% 0.017698 13.107 11 . 0-6 1550.08 8.2490 214-8 3.799 11 0-6 10 (See Notes) 4'6 140 90.767 LtE(25'-6) 26-6 0.004305 1.945 10 -4-0 1550.08 10.4000 30-0 0.129 10 4-0 10 (See Notes) 82'-6% 150 92.842 2EE(12'-10%), LtE(18'-9) 44'-6 0.005858 9 4-0 1 1550.08 9.5100 127'-0% 0.744 9 4-0 10 (See Notes) 10'O 140 93.586 3LtE(25'-6), CV(-2.500) 76'-6% 0.004305 8 -4-0 550.08 1550.087 10.4000 86'-6% 2.873 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #3 - Zone #3 11/5/2020 3:42:10PM Page 6 I I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #3 - Zone #3 I I I Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 8 4- 10 (See Notes) 14'2 150 96.459 PIV(5'-10), 2LtE(18'-9), 1(58-6 101101/2 0.005858 7 4-0 1550.08 9.5100 116-0 0.680 7 4-0 250.00 8 (See Notes) 51 0 150 97.138 LtE(16'-7) 16-7 0.021464 6 4-0 1800.08 7.7100 21-7 0.463 6 4-0 12 (See Notes) 138'0 150 97.602 EE(15-1), LtE(20'-lO%) 35-111/2 0.003321 -9.104 5 17-0 1800.08 11.3100 174-0 0.578 5 17-0 12 (See Notes) 12'0 140 89.075 3LtE(29-6), BFP(-3.678) 88'-5% 0.002355 4 17-0 1800.08 12.4600 100-5% 3.915 4 17-0 12 (See Notes) 19-0 150 92.990 E(31'-4) 31-4 0.003321 3 17-0 1800.08 11.3100 50-4 0.167 3 17-0 12 (See Notes) 147-4 150 93.157 E(31'-4) 31-4 0.003321 4.335 2 7-0 1800.08 11.3100 178'-8 0.593 2 7-0 16 (See Notes) 101 0 150 98.086 Water Supply 0.000628 1 7-0 1800.08 15.9200 10-0 0.006 0.00 98.092 Hose Allowance At Source Total(Pt) Route 1 1 1800.08 3012 31-2% 25.2 126.09 21/2 (See Notes) 8-0 120 25.035 Route Sprinkler 0.044228 3011 31-2% 126.09 2.6350 8-0 0.354 3011 31-21/2 25.2 126.98 21/2 (See Notes) 8'0 120 25.389 Sprinkler 0.160483 3010 31-21/2 253.06 2.6350 8-0 1.284 3010 31-2% 25.2 130.15 21/2 (See Notes) 4'O 120 26.673 Sprinkler 0.345790 3009 31-2% 383.21 2.6350 4-0 1.383 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 #3 - Zone #3 11/5/2020 3:42:10PM Page 7 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #3 - Zone #3 Date: 11/5/2020 Pipe Information Elev i Flow added s Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (P0 and shown as 3009 31-2% 25.2 133.48 21/2 (See 8'-6 120 28.056 Sprinkler, 32l11/2 0.974 Notes) 105 28-111/2 516.69 2.6350 0.601073 T(16'-5%), PO(16'-5%) 41'-S% 24.913 105 28-111/2 6 10-0 120 53.943 -0.154 104 29-3% 516.69 6.3570 0.008247 10-0 0.083 53.872 Total(Pt) Route 2 3004 31-11 25.2 126.18 21/2 (See 8-0 120 25.071 Route 3 Sprinkler Notes) 3003 31-11 126.18 2.6350 0.044287 8-0 0.354 3003 31-11 25.2 127.07 21/2 (See 8-0 120 25.425 Sprinkler Notes) 3002 31-11 253.25 2.6350 0.160695 8-0 1.286 3002 31'-11 25.2 130.24 2% (See 4'O 120 26.711 Sprinkler Notes) 3001 31-11 383.48 2.6350 0.346247 4-0 1.385 3001 31-11 25.2 133.57 21/2 (See 8'-6 120 28.096 Sprinkler, 32-11% 0.974 Notes) 103 29-8 517.06 2.6350 0.601866 1(16-5%), P0(16-5%) 41-51/2 24.946 54.016 Total(Pt) Route 3 © M.E.P.CAD, inc. P11 AutoSPRiNK 2018 v14.4.5.0 #3 - Zone #3 11/5/2020 3:42:10PM Page 8 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #3 - Zone #3 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I \ Factor Schedule 40 Steel Pipe Inside Diameter J Fittings Legend I Date: 11/5/2020 Value - Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP 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 221/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I I I I I I I I I I I 1 I I I ,©ME.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #3 - Zone #3 11/5/2020 3:42:09PM Page 9 - — — — = — — — - — Hydraulic Graph Job Name: Millipore Sigma (Phase 1) N 1.85 Remote Area Number: #3 - Zone #3 Date: 11/5/2020 135 120 105 90 U) 0. CL 45 30 15 .I.I.IIIIIIII LII.i. III 150 Static Pressure 130.000 1800 08 @ 128.417 :: - - Node: I Water Supply I Summary Sheet 180008©98.092 8000.00 © 105.000 Stem demand cue 111111111 111111111 111111111 111111111 1111111 II 11111111 I I I I I I I I I I I 6200 9300 7750 10850 Flow - gpm 12400 13950 15500 (A,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 11/5/2020 3:41:56PM Page 2 I Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #4 - Zone #4 Remote Area Location: ESFR Grid Occupancy Classification: ESFR Commodity Classification: High Hazard/Group A Commodity Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In-rack Demand: Hose Streams: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1779.87 @ 87.875 Type of System: Wet ESFR Sytsem Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad 'H] I I I 1 1 I I I I Calculation Date: 11/5/2020 Allowance at Source 25.000 NA 100.00ft2 Pendent 12 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: I Notes: Automatic peaking results Left: 88.697 Right: 86.054 I I I I I I I M.E.P.CAD, Inc. NIJAutoSPRINK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:02PM Page 1 1111 Hydrau1ic Summary Job Number: 20-3548-02 - 20-10 Rnnrt Bpsr.rirytinn FSFR 1il4 - 7nnA *41 Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Millipore Sigma (Phase 1) State CertigcatiordtJcense Number C16-588039 Address I 2827 Whiptail Loop AlU City of Carlsbad Address 2 Carlsbad CA, 92010 Job Sitelliuildirg Address 3 Dreoirg Name 20-3548-02 Overhead—Phase 1 System Remote Area(s) Moot Detsondirg Sprirkior Data 25.2 K-Factor 126.00 at 25.000 000uparoy ESFR Job SoRe 20-10 00500ilooeareoyt bosses 0.00 pressure 25.000 Area of Application NA Additional 11055 Supplies Node Flow(gm) Number Of Sprtrltters Calculated 12 Cooerage Per Spnrlder 100.00ft2 AtaoPeak Results : Pressure For Remote flea(s) Adjacent To Most Remote flea Left: 88.697 Right: 86.054 Total Hose Steaatea 250.00 System Flow Detnard 1779.87 Total Water Required (troludira Rosa 00000aroe) 1779.87 Maximum Pr055uro brbalanoe In Loops 0.000 Maelmutn tioloobydHoos Ground 25.75 between nodes 344 and 4012 MaokeursVelooty Under Ground 12.23 between nodes 6 and 7 Volume capacity Of Wet Pipes 11 051 .46ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 128.450 1779.87 87.875 40.574 Contractor Conoaoeer Number 1 Contact Name Cameron Ward Cornea Tiaa Designer Name of Contractor Western Fire Protection Pltora Eotonsior Address I 13630 Danielson St FAX Address 2 Poway, CA 92064 Email Address 3 Web.Xito , ) M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 11/512020 3:44:40PM Page 1 1111 Summary Of Outfiowing Devices Job Number: 20-3548-02 - 20-10 Report Description: ESFR ( #4 - Zone #4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 86.994 Sprinkler 4001 127.44 126.00 25.2 25.575 Sprinkler 4002 126.04 126.00 25.2 25.016 Sprinkler 4003 126.32 126.00 25.2 25.128 Sprinkler 4004 130.05 126.00 25.2 26.633 Sprinkler 4005 127.40 126.00 25.2 25.557 E Sprinkler 4006 126.00 126.00 25.2 25.000 Sprinkler 4007 126.29 126.00 25.2 25.113 Sprinkler 4008 130.02 126.00 25.2 26.621 Sprinkler 4009 127.55 126.00 25.2 25.621 Sprinkler 4010 126.15 126.00 25.2 25.061 Sprinkler 4011 126.44 126.00 25.2 25.174 Sprinkler 4012 130.17 126.00 25.2 26.683 r-> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 11/5/2020 3:44:12PM Page 3 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 1 8000.00 128.450 1779.87 87.875 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 7-0 Supply 87.875 1779.87 7 4-0 86.994 250.00 4001 35-1 Sprinkler 25.575 127.44 4002 36-1 Sprinkler 25.016 126.04 4003 35-1 Sprinkler 25.128 126.32 4004 35-1 Sprinkler 26.633 130.05 4005 34-9 Sprinkler 25.557 127.40 4006 34-9 Sprinkler 25.000 126.00 4007 34-9 Sprinkler 25.113 126.29 4008 34-9 Sprinkler 26.621 130.02 4009 34'-4V2 Sprinkler 25.621 127.55 4010 3441,4 Sprinkler 25.061 126.15 4011 34'-4V2 Sprinkler 25.174 126.44 4012 34-4% Sprinkler 26.683 130.17 2 7-0 87.869 3 17-0 82.953 4 17-0 82.789 5 17-0 78.910 6 4-0 87.448 1&©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 11/5/2020 3:44:16PM Pae4 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 4-0 86.331 9 4-0 83.467 10 4-0 82.741 11 0'-6 Gauge 80.670 301 30-1% 62.124 302 29'-10% 54.984 303 29-7 55.114 304 29-3 55.244 305 28-11% 55.374 306 28-9% 55.452 307 29'-10% 54.921 308 32-1% 53.946 309 29-7 55.052 310 31-10 54.077 311 29-3 55.182 312 31'-6 54.207 313 28-11% 55.312 314 31-2% 54.337 315 28-8 55.442 316 30-11 54.467 317 30'-1 54.899 318 29-10% 54.979 319 32-1% 53.915 &© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 11/5/2020 3:44:16PM Pafle 5 I I I I I I I [1 I I I I I 1 I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 320 29-7 55.108 321 31-10 54.045 322 29-3 55.238 323 31-6 54.175 324 28-11% 55.368 325 3121/2 54.301 326 31-10% 52.209 327 31-7% 52.690 328 32'-l% 51.745 329 29-10 56.019 330 31-5% 54.520 331 31'-4% 54.405 332 32-4% 51.298 333 31'-l% 54.486 334 28-8 55.498 335 32-8 50.869 336 30-10% 54.575 337 30-11 54.432 338 32-11 50.458 339 30-7% 54.670 340 32-10 50.199 341 30-4% 54.770 342 32-6 50.203 1J©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 11/5/2020 3:44:16PM Page I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 343 30-1/z 54.874 344 32-1% 50.299 345 31-11% 50.374 346 3191/2 50.450 347 31-5 50.574 348 31-1 50.726 349 31-10% 51.065 350 31-7% 51.474 351 32-1% 50.609 352 31-4% 51.835 353 3241/2 50.101 354 31-1% 52.134 355 32-8 49.536 356 30'-10% 52.381 357 32-11 48.908 358 30-7% 52.585 359 32-10 48.345 360 30-4% 52.755 361 32-6 48.278 362 30'-1% 52.897 363 32-1% 48.409 364 29-10% 53.032 365 31-9% 48.607 ik© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 11/5/2020 3:44:16PM Paqe 7 I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 366 29-7 53.174 367 31'-5 48.844 368 29-3 53.311 369 31-1 49.038 370 28'-111/2 53.452 371 28-8 53.587 ,©M.E.P.CAD, Inc. 1jAutoSPRINK 2018 04.4.5.0 11/5/2020 3:44:16PM Pae8 I 330 31 -5% ,©M.E.P.CAD, Inc. Pipe Information Eiev I Fittings & Flow added Length C Factor Total(Pt) (Foot) Fitting/Device (Equivalent Notes Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Loss Per Unit when applicable, are added Node I K-Factor this step Nominal ID Devices __________ (Foot) (q) Fitting Length) Eiev 2 Total Flow Node 2 Actual ID Length Total (psi) ________________ (Foot) (Foot) (Foot) 96 120 25 Friction(Pf) directly to (Pf) and shown as .000 Routel (Q) - 4006 34-9 25.2 126.00 2 (See 0.011946 Sprinkler Notes) 4007 34-9 36.69 2.1570 9'-6 8 -0 120 25 0.113 .113 4007 34-9 25.2 126.29 2 (See Sprinkler Notes) 0.188464 4008 34-9 162.98 2.1570 15 8-0 -11 120 26 1.508 .621 4008 34-9 25.2 130.02 2 (See Sprinkler, Notes) 24'-7/2 0.974 0.557825 T(12'-3V2), P0(12-3%) 342 32-6 293.00 2.1570 40-6 10-0 V2 120 50 22.607 .203 342 32-6 421.15 6 Flow (q) from Route 5 -0.154 0.015008 340 32-10 714.15 6.3570 10-0 0.150 340 32-10 292.89 6 Flow (q) from Route 3 9'-10V2 120 50.199 - -0.021 0.028343 338 32'-11 1007.03 6.3570 9-10 10'-O 120 50 % 0.280 .458 338 32-11 35.89 6 Flow (q) from Route 2 0.108 0.030240 335 32-8 1042.93 6.3570 10-0 10-0 120 50 0.302 .869 335 32-8 33.09 6 Flow (q) from Route 10 0.108 332 32'-41/2 1076.01 6.3570 0.032039 10-0 0.320 332 3241/2 31.22 6 10-0 120 51.298 Flow (q)from Route 14 0.108 328 321h/2 1107.24 6.3570 101-0 0.033780 0.338 328 321h/2 30.35 6 10-0 120 51. 745 Flow (q) from Route 33 0.108 326 31-10% 0.035513 1137.58 6.3570 10-0 0.355 326 31-101/2 10-0 120 52.209 30.45 6 Flow (q) from Route 7 0.108 327 31-7% 0.037291 1168.03 6.3570 7'- 10 -0 0.373 327 31-7% 31.49 6 (See 0V2 120 52.690 Flow (q) from Route 9 Notes) 37-8% 0.076 1199.52 6.3570 449 1.753 0.039172 T(37'-8%) AutoSPRINK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 9 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) __________________ Friction(Pf) 330 3151/z 330.36 6 (See Notes) 171/2 120 54.520 Flow (q) from Route 8 LtE(11-4) 11'-4 0.061437 0.704 329 29-10 1529.87 6.3570 12-WI2 0.795 329 29-10 8 (See Notes) 330'3 120 56.019 2LtE(15'-3), TOR2 30-6% 0.017274 -0.126 301 30-1 V2 1529.87 8.2490 360'-9V2 6.232 301 301h/2 8 (See Notes) 40'6% 120 62.124 2CV(52'-10), BV(14'-l), 2T(41'- 11/2), 3LtE(15'-3), P0(41-1%), BOR 288-11 0.017274 12.854 11 0-6 1529.87 8.2490 329-6 5.692 11 0-6 10 (See Notes) 4'6 140 80.670 LtE(25'-6) 25-6 0.004202 1.945 10 4-0 1529.87 10.4000 30-0 0.126 10 4-0 10 (See Notes) 82'-6Y2 150 82.741 2EE(12'-10V2), LtE(18'-9) 44-6 0.005718 9 4-0 1529.87 9.5100 127-0V2 0.726 9 4-0 10 (See Notes) 10-0 140 83.467 3LtE(25-6), CV(-2.500) 76-6 V2 0.004202 8 4-0 1529.87 10.4000 86'-6V2 2.864 8 4-0 10 (See Notes) 14'2 150 86.331 PIV(5-10), 2LtE(18'-9), T(58-6 1,4) 1O1101,/2 0.005718 7 4-0 1529.87 9.5100 116-0 0.663 7 -4-0 250.00 8 (See Notes) 5'O 150 86.994 LtE(16'-7) 16-7 0.021020 6 -4-0 1779.87 7.7100 21-7 0.454 6 4-0 12 (See Notes) 138'0 150 87.448 EE(15-1), LtE(20'-10%) 35-111/2 0.003253 -9.104 5 17-0 1779.87 11.3100 174'-0 0.566 5 17-0 12 (See Notes) 12'0 140 78.910 3LtE(29'-6), BFP(-3.647) 88-5 V2 0.002306 4 17-0 1779.87 12.4600 100'-5V2 3.879 4 17-0 12 (See Notes) 191 0 150 82.789 E(31'-4) 31-4 0.003253 3 17-0 1779.87 11.3100 50-4 0.164 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 10 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as r'gv valu' Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) __________________ Friction(Pf) 3 17-0 12 (See Notes) 147'-4 150 82.953 E(31'-4) 314 0.003253 4.335 2 7-0 1779.87 11.3100 178-8 0.581 2 7-0 16 (See Notes) 10-0 150 87.869 Water Supply 0.000615 7-0 1779.87 15.9200 10,-0 0.006 0.00 87.875 Hose Allowance At Source Total(Pt) Route 1 1 1779.87 4006 34-9 25.2 126.00 2 (See Notes) 9-0 120 25.000 ..... Route 2..... Sprinkler 0.061940 4005 34-9 89.31 2.1570 9 '-O 0.557 4005 34-9 25.2 127.40 2 (See Notes) 43'-6 120 25.557 Sprinkler, T(12'-3%), P0(12-3%) 24-7% 0.319278 0.974 361 32'-6 216.71 2.1570 68'-l% 21.747 361 32-6 89.17 4 10,-0 120 48.278. Flow (q) from Route 6 0.021963 -0.154 359 32-10 305.87 4.2600 10,-a 0.220 359 32-10 216.97 4 9-10% 120 48.345 Flow (q) from Route 4 0.059212 -0.021 357 32-11 522.84 4.2600 9-10% 0.584 357 32-11 2 (See Notes) 85'11 120 48.908 P0(12-3%) 2T(12'-3%), PO(12'-3%) 49-2% 0.011470 -0.000 338 32'-11 35.89 2.1570 135-11/2 1.550 50.458 Total(Pt) Route 2 4002 35-1 25.2 126.04 2 (See Notes) 9-6 120 25.016 Route ..... Sprinkler 0.011840 4003 35-1 36.51 2.1570 9-6 0.112 4003 35-1 25.2 126.32 2 (See Notes) 81 0 120 25.128 Sprinkler 0.188167 4004 35-1 162.84 2.1570 8-0 1.505 4004 35-1 25.2 130.05 2 (See Notes) 1611 120 26.633 Sprinkler, T(12'-3%), P0(12-3%) 24-7% 0.557442 0.974 340 32-10 292.89 2.1570 40-6 1/2 22.59 1 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #4 - Zone #4 11/512020 3:44:18PM Page 11 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Eiev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 50.199 J Total(Pt) Route 3 4002 35-1 25.2 126.04 2 (See Notes) 91-0 120 25.016 Route 4 ..... Sprinkler 4001 35-1 89.52 2.1570 0.062216 9-0 0.560 4001 35-1 25.2 127.44 2 (See Notes) 43'6 120 25.575 Sprinkler, . 24-7% 0.974 359 32-10 216.97 2.1570 0.319986 T(12'-3V2), P0(12-3%) 68-1% 21.795 48.345 Total(Pt) Route 4 4010 3441/z 25.2 126.15 2 (See Notes) 9'-6 120 25.061 5 ..... Sprinkler 4011 3441/2 36.63 2.1570 0.011912 9'-6 0.113 4011 34-4% 25.2 126.44 2 (See Notes) 8'0 120 25.174 Sprinkler - 4012 34-4% 163.07 2.1570 0.188667 8-0 1.509 4012 34-4% 25.2 130.17 2 (See Notes) 15'll 120 26.683 .Route Sprinkler, 24-7% 0.974 344 32-1% 293.24 2.1570 0.558693 T(12'-3%), P0(12-3%) 40-6% 22.642 344 32-1% 127.91 6 10-0 120 50.299 Flow (q) from Route 12 -0.153 342 32-6 421.15 6.3570 0.005650 10-0 0.056 50.203 Total(Pt) Route 5 4010 34-41/2 25.2 126.15 2 (See Notes) 91-0 120 25.061 Route 6..... Sprinkler 4009 34-4% 89.52 2.1570 0.062209 9-0 0.560 4009 34-4% 25.2 127.55 2 (See Notes) 43'6 120 25.621 Sprinkler, 24-7% 0.974 363 32-1% 217.07 2.1570 0.320277 T(12'-3%), P0(12-3%) 65-1 % 21.815 363 32-1% 4 101-0 120 48.409 -0.154 361 32'-6 89.17 4.2600 0.002245 10-0 0.022 48.278 Total(Pt) Route 6 ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 #4- Zone #4 11/5/2020 3:44:18PM Page 12 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Eiev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (psi) Friction(Pf) directly to (P0 and shown as (Foot) vI'• 349 31'-10/ 392.29 2 (See 85-11 [ 120 51.065 Route ..... Notes) P0(12-31/2), Flow (q) from Route 15 49'-2% 1 -0.000 _____________ 326 31-10%30.45 2.1570 0.008460 2T(12'-3%), P0(12-3%) 135-11/2 1.143 52.209 Total(Pt) Route 7 349 31-10% 392.29 4 101-0 120 51.065 "" Route 8 ..... Flow (q) from Route 15 0.108 350 31-7% 361.84 4.2600 0.029971 10-0 0.300 350 31-7% 4 10-0 120 51.474 0.108 352 31-4% 330.36 4.2600 0.025325 10,-U 0.253 352 31-41/2 2 (See 85'11 120 51.835 P0(12-3%) 49-2% -0.000 Notes) 331 31-4% 1 47.17 2.1570 0.019015 2T(12'-3%), PO(12'-3%) 135-11/2 2.570 331 31-4% 283.19 6 (See 2'- 111/2 120 54.405 Flow (q) from Route 11 37'-8% -0.032 330 31-5% N------j-otes) 330.36 6.3570 0.003605 T(37'-8%) 40-8% 0.147 54.520 Total(Pt) Route 8 350 31-7% 2 (See 85-11 120 51.474 Route ..... P0(12-3%) 49-2% -0.000 Notes) 327 31-71/2 31.49 2.1570 0.009002 2T(12'-3%), P0(12-3%) 135-11/2 1.217 52.690 Total(Pt) Route 9 357 32-11 35.89 4 10-0 120 48.908 Route 10 ..... Flow (q) from Route 2 0.108 355 32-8 486.95 4.2600 0.051913 10'-O 0.519 355 32'-8 2 (See 851 11 120 49.536 P0(12-3%) 49-2% -0.000 Notes) 335 32'-8 33.09 2.1570 0.009866 2T(12'-3%), P0(12-3%) 135-11/2 1.333 50.869 Total(Pt) Route 10 313 28-111/2 0.29+0.06 4 1 12'-0 120 I 55.312 1 Route 11 ..... Flow (q) from Route 18 and 20 -0.130 311 29-3 0.36 4.2600 f 0.000000 _____________ 12-0 0.000 I . © M.E.P.CAD, Inc. P-11 2018 v14.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 13 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev2 Total Flow Loss Per Unit when applicable, are added ________ Total _____________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) dire to (Pt) and shown as (Foot) 311 29-3 114 (See 2-3 120 55.182 P0(7-5) 14101/2 -0.975 Notes) 312 31-6 0.11 1.4420 0.000002 T(7'-5)l7l 1/2 0.000 312 31-6 2.95 114 (See 57'- 120 2078 54. Flow (q) from Route 26 14101/2 0.975 Notes) 304 29-3 3.06 1.4420 0.000859 T(7-5), P0(7-5) 7261/2 0.062 304 29-3 5.88 6 12-0 120 55.244 Flow (q) from Route 19 -0.130 303 29-7 8.95 6.3570 0.000005 12'-O 0.000 303 29-7 3.06 6 12-0 120 55.114 Flow (q) from Route 32 -0.130 302 29-10% 12.01 6.3570 0.000008 12-0 0.000 302 2910h/2 3.07 6 (See 95- 10% 120 54.984 Flow (q) from Route 28 11-4 -0.086 Notes) 317 30-1 15.08 6.3570 0.000012 LtE(11'-4) 107-2 0.001 317 30-1 55.40 6 (See 27'- 1V2 120 54.899 Flow (q) from Route 13 11-4 -0.033 Notes) 343 30-1 V2 70.48 6.3570 0.000207 LtE(11-4) 38-5% 0.008 343 30-1%40.93 6 10-0 120 54.874 Flow (q) from Route 29 -0.108 341 30-4% 111.41 6.3570 0.000483 10-0 0.005 341 30-4% 41.37 6 10'-O 120 54.770 Flow (q) from Route 34 -0.108 339 30-71/2 152.78 6.3570 0.000866 io'-o 0.009 339 30-7% 42.13 6 10-0 120 54.670 Flow (q) from Route 38 -0.108 336 30-10% 194.91 6.3570 0.001358 10-0 0.014 336 30-10% 43.31 6 10-0 120 54.575 Flow (q) from Route 39 -0.108 333 31-1% 238.22 6.3570 0.001969 io'-o 0.020 333 31-1% 44.97 6 10-0 120 54.486 Flow (q) from Route 27 -0.108 331 31'4% 283.19 6.3570 0.002711 10-0 0.027 54.405 Total(Pt) Route 11 (/Z,©M.E.P.CAD, Inc. Pill Auto5PRlNK2018v14.4.5.0 #4- Zone #4 11/5/2020 3:44:18PM Page 14 I I I I I I I I 1 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 I Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Device s Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev, 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 346 3191/2 37.29 6 2-8 120 50.450 Route 12 Flow (q) from Route 31 0.000064 -0.075 345 31-11% 37.29 6.3570 2'-8 0.000 345 31-111/2 90.62 6 61 120 50.374 Flow (q) from Route 30 0.000623 -0.078 344 32-1% 127.91 6.3570 5-1 0.003 50.299 Total(Pt) Route 12 352 31-4% 47.17 4 10-0 120 51.835 Route 13 Flow (q) from Route 8 0.019044 0.108 354 31-11/2 283.19 4.2600 10-0 0.191 354 31-1% 4 10-0 120 52.134 0.013830 0.108 356 30-10% 238.22 4.2600 10-0 0.138 356 30-10% 4 10-0 120 52.381 0.009542 0.108 358 30-7% 194.91 4.2600 10,-c 0.095 358 30-7% 4 10,-0 120 52.585 0.006081 0.108 360 30-4% 152.78 4.2600 10,-c 0.061 360 30-4% 4 10,-0 120 52.755 0.003391 0.108 362 30-1% 111.41 4.2600 10-0 0.034 362 30-1% 4 11-0 120 52.897 0.001453 0.119 364 29-10% 70.48 4.2600 11-0 0.016 364 29-10% 4 12-0 120 53.032 0.000965 0.130 366 29'-7 56.48 4.2600 12-0 0.012 366 29'-7 4 12-0 120 53.174 0.000571 0.130 368 29'-3 42.53 4.2600 12-0 0.007 368 29-3 4 (See Notes) 12'0 120 53.311 P0(26-4) 26-4 0.000274 0.130 370 28-11% 28.61 4.2600 38'-4 0.011 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 15 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fitting & s Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Ell 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 370 28-111/2 4 (See Notes) 12'0 120 53.452 P0(26-4) P0(26-4) 52-8 0.000076 0.130 371 28-8 14.29 4.2600 64-8 0.005 371 28-8 1¼ (See Notes) 107'9 120 53.587 21(7-5) 14-10% 0.014841 -0.975 337 30-11 14.29 1.4420 122'-71/2 1.820 337 30-11 11/4 (See Notes) 2'3 120 54.432 P0(7-5) 7'5 0.009420 0.975 334 28-8 11.18 1.4420 9-8 0.091 334 28-8 6 12-0 120 55.498 0.000007 -0.130 324 2811h/2 11.18 6.3570 12-0 0.000 324 28-11% 11.19 6 12-0 120 55.368 Flow (q) from Route 17 0.000025 -0.130 322 29-3 22.37 6.3570 12-0 0.000 322 29-3 10.97 6 12-0 120 55.238 Flow (q) from Route 24 0.000052 -0.130 320 29-7 33.34 6.3570 12-0 0.001 320 29-7 11.00 6 12-0 120 55.108 Flow (q) from Route 25 0.000088 -0.130 318 29-10% 44.34 6.3570 12'-0 0.001 318 29-101/2 11.06 6 (See Notes) 711% 120 54.979 Flow (q) from Route 23 1(37-8%) 37-8 % 0.000133 -0 086 317 30-1 55.40 6.3570 45-8 0.006 54.899 Total(Pt) Route 13 353 32-4% 453.86 2 (See Notes) 85-11 120 50.101 Route 14 P0(12-3%), Flow (q) from Route 16 21(12-3%), P0(12-3%) 49-2% 0.008864 -0.000 _____________ 332 32-4% 31.22 2.1570 135'-l% 1.198 51.298 Total(Pt) Route 14 353 32-4% 453.86 4 10-0 120 50.101 Route 15 Flow (q) from Route 16 0.039946 0.108 351 32-1% 422.64 4.2600 10-0 0.400 © M.E.P.CAD, Inc. fflj AutoSPRINK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 16 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 351 32.11/2 4 [ 10-0 120 50.609 0.034802 0.108 349 3110l/ 392.29 4.2600 10-0 0.348 51.065 Total(Pt) Route 15 355 32-8 33.09 4 1 10-0 120 49.536 Route 16 ..... Flow (q) from Route 10 0.045576 0.108 353 32-4% 453.86 4.2600 o'-o 0.456 50.101 Total(Pt) Route 16 370 28-111/2 14.29 11/4 (See Notes) 107-9 120 53.452 Route 17 ..... Flow (q)from Route 13 21(7'-5) 14.101/2 0.014880 -0.975 325 3121/2 - 14.31 1.4420 122-7% 1.825 325 31-21/2 1 (See Notes) 2'3 120 54.301 P0(7-5) 7'5 0.009434 0.975 324 28-11% 11.19 1.4420 9-8 0.091 55.368 Total(Pt) Route 17 316 30'-11 3.11 11/4 (See Notes) 2-3 120 54.467 Route 18 ..... T(7'-5), Flow (q) from Route 37 P0(7-5) 14-10% 0.000011 0.975 315 28'-8 0.29 1.4420 17-1% 0.000 315 28-8 4 12-0 120 55.442 0.000000 -0.130 313 28-11% 0.29 4.2600 12-0 0.000 55.312 Total(Pt) Route 18 314 31-2% 3.13 1% (See Notes) 57'-8 120 54.337 Route 19 ..... Flow (q) from Route 36 T(7'-5), P0(7-5) 14'-10% 0.000859 0.975 305 28-111/2 3.06 1.4420 72'-6% 0.062 305 28-111/2 2.82 6 12-0 120 55.374 Flow (q) from Route 21 0.000002 -0.130 F 304 29-3 5.88 6.3570 12-0 0.000 55.244 Total(Pt) Route 19 314 31-2% 3.13 1% (See Notes) 2'-3 120 54.337 Route 20 ..... T(7'-5), Flow (q) from Route 36 P0(7-5) 14.101/2 0.000001 0.975 313 28-11% 0.06 1.4420 17.11,4 _____ 0.000 55.312 Total(Pt) Route 20 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.O #4- Zone #4 11/5/2020 3:44:18PM Page 17 El I I [1 I I I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as vale. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total I (Foot) Friction(Pf) 306 28-9% 2.82 6 J 7-2 120 55.452 Route 21•"•• Flow (q) from Route 22 1 0.000001 -0.078 305 28-111/2 2.82 6.3570 7-2 0.000 55.374 Total(Pt) Route 21 316 30-11 3.11 11/4 (See Notes) I 62'-6 120 54.467 Route 22 ..... Flow (q) from Route 37 2E(3'-8%), 1(7-5), P0(7-5) 22-31/2 0.000737 0.922 306 28-9% 2.82 1.4420 I 84-9% 0.062 55.452 Total(Pt) Route 22 364 29-10% 11/4 (See Notes) 107-9 120 53.032 ••"• Route 23 ..... 21(7-5) 22-31/2 0.014282 -0.975 319 32-1% 14.00 1.4420 130-01/2 1.857 319 3211/2 iy4 (See Notes) 1 2'-3 120 53.915 P0(7-5) 7'5 0.009237 0.975 318 29-10% 11.06 1.4420 91-8 0.089 54.979 Total(Pt) Route 23 368 29-3 11/4 (See Notes) 107-9 120 53.311 Route 24 ..... P0(7-5) 2T(7'-5) 22'-3% 0.014138 -0.975 323 31-6 13.92 1.4420 130-0% 1.839 .323 31-6 1/ (See Notes) 2'3 120 54.175 P0(7-5) 0.009096 0.975 322 29-3 10.97 1.4420 9-8 0.088 55.238 Total(Pt) Route 24 366 29-7 1y4 (See Notes) 107-9 120 53.174 Route 25 ..... PO(7'-5) 2T(7'-5) 22-3% 0.014192 -0.975 321 31-10 13.95 1.4420 130-0% 1.846 321 31-10 1% (See Notes) 2'3 120 54.045 P0(7-5) 7'5 0.009148 0.975 320 29-7 11.00 1.4420 9 '-8 0.089 55.108 Total(Pt) Route 25 323 31-6 1v4 (See Notes) 32-6 120 54.175 Route 26 ..... 1(7-5) 0.000803 312 31-6 2.95 1.4420 39-11% 0.032 54.207 Total(Pt) Route 26 ,© M.E.P.CAD, inc. AutoSPRINK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 18 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) El ev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 354 31-1% 2 (See Notes) J 85-11 120 52.134 Route 27 ..... P0(12'3', 2T(12'-3/2), P0(12-3%) F 49-2% 0.017405 -o.000 333 31'-1/ 44.97 2.1570 135-1% 2.352 54.486 Total(Pt) Route 27 319 32-1% 11/4 (See Notes) 32-6 120 53.915 Route 28 ..... T(7'-5) 0.000795 308 3211/2 2.94 1.4420 39-11% 0.032 308 32-1% 0.13 1% (See Notes) 57'8 120 53.946 Flow (q) from Route 40 T(7'-5), P0(7-5) 14'-10'/2 0.975 0.000861 302 29-10% 3.07 1.4420 72'-6% 0.062 54.984 Total(Pt) Route 28 362 30-1% 2 (See Notes) 85-11 120 52.897 Route 29 ..... PO(12'-3%) 2T(12'-3%), P0(12-3%) 49'-21/2 0.014627 -0.000 343 30'-1/ 40.93 2.1570 135-11/2 1.977 54.874 Total(Pt) Route 29 363 32-1% 89.17 4 10-0 120 48.409 Route 30 ..... Flow (q) from Route 6 0.004377 0.154 365 31-9% 127.91 4.2600 10-0 0.044 365 3191/2 4 (See Notes) 101 0 120 48.607 P0(26-4) 26-4 0.002313 0.154 367 31-5 90.62 4.2600 36'-4 0.084 367 31-5 2 (See Notes) 591 11 120 48.844 2T(12'-31/2), P0(12-3%) 36-11 0.017860 347 31-5 45.60 2.1570 96-10 1.729 347 31-5 45.02 6 (See Notes) 40'11 120 50.574 Flow (q) from Route 35 LtE(11'-4), T(37'-8%) 49-0% 0.000329 -0.229 345 31-11% 90.62 6.3570 89111/2 0.030 50.374 Total(Pt) Route 30 365 31-9% 2 (See Notes) 88-2 120 48.607 Route 31 ..... P0(12-3%) 2T(12-31/2), 2E(6'-2), P0(12-3 1/2) 61-6% 0.012310 0.000 346 31-9% 37.29 2.1570 149-8% 1.843 50.450 Total(Pt) Route 31 &© M.E.P.CAD, Inc. Pill AutoSPRlNK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 19 I I I I I Li I I I I I I I I I 1 1 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total __________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PO and shown as (Foot) 311 29-3 0.11 4 12-0 120 55.182 Route 32 ..... Flow (q) from Route 11 -0.130 309 29-7 0.25 4.2600 0.000000 12-0 0.000 309 29-7 11/4 (See 2'3 120 55.052 P0(7-5) 14101/2 Notes) 310 31-10 1.4420 0.000002 T(7'-5) 17-1% 0.000 310 31-10 E2.9 1¼ (See 57'-8 120 54.077 Flow (q) from Route 41 14-101/2 0.975 Notes) 303 29-7 3.06 1.4420 0.000860 1(7-5), P0(7-5) 7261/2 0.062 55.114 Total(Pt) Route 32 7771 351 3211/2 2 (See J 85-11 120 50.609 Route 33 ..... P0(12-31/2) 49'-2% -0.000 Notes) 328 32-1% 30.35 2.1570 0.008408 21(12'-3%), P0(12-3%) I 135'-11/2 1.136 51.745 Total(Pt) Route 33 360 30-4% 2 (See 1 85-11 120 52.755 Route 34..... Notes) P0(12-3%) 49-21/2 -0.000 341 30-4% 41.37 2.1570 0.014914 2T(12-3%), P0(12-3%) I 136-11/2 2.016 54.770 Total(Pt) Route 34 367 31-5 4 (See 10-0 120 48.844 Route 35 ..... - -- P0(26-4) 52-8 0.154 Notes) 369 31-1 45.02 4.2600 0.000634 P0(26-4) 62-8 0.040 369 31-1 2 (See 59'-11 120 49.038 36-11 Notes) 348 31-1 45.02 2.1570 0.017440 2T(12-3%), P0(12-3%) 96-10 1.689 348 31-1 6 10,-0 120 50.726 -0.154 347 31-5 45.02 6.3570 0.000090 10,-0 0.001 50.574 Total(Pt) Route 35 325 31-2% 114 (See 32'6 120 54.301 Route 36 ..... Notes) 1(7-5) 314 31-21/2 3.13 1.4420 0.000891 39-11% 0.036 54.337 Total(Pt) Route 36 © ME.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 20 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Date: 11/5/2020 Pipe Information Node I Eiev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 337 30-11 11/4 (See Notes) I 32-6 120 54.432 Route 37 ..... T(7'-5) [ 0.000885 316 30-11 3.11 1.4420 I 39-1V/z 0.035 54.467 Total(Pt) Route 37 358 30-7% 2 (See Notes) 85-11 120 52.585 Route 38 ..... PO(12'-3%) 2T(12-3%), P0(12-3%) 4921/2 0.015428 -0.000 339 30-7% 42.13 2.1570 135-11/2 2.085 54.670 Total(Pt) Route 38 356 30-101/2 2 (See Notes) 85-11 120 52.381 Route 39 ..... P0(12-31/2) 2T(12'-3%), PO(12'-3%) 49'-2% 0.016235 -0.000 336 30-10% 43.31 2.1570 135-11/2 2.194 54.575 Total(Pt) Route 39 309 29-7 0.12 4 (See Notes) 12-0 120 55.052 Route 40 ..... Flow (q) from Route 32 P0(26-4) 26'-4 0.000000 -0.130 307 29-10% 0.13 4.2600 38-4 0.000 307 29-10% (See Notes) 2-3 120 54.921 T(7'-5) 75 0.000002 -0.975 308 32-1% 0.13 1.4420 9-8 0.000 53.946 Total(Pt) Route 40 321 31-10 1% (See Notes) 32-6 120 54.045 Route 41 ..... T(7'-5) 0.000800 310 31-10 2.95 1.4420 39-11% 0.032 54.077 Total(Pt) Route 41 I ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 21 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #4 - Zone #4 Equivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter / Value I Date: 11/5/2020 Value Of 100 130 140 151 1 Multiplying Factor 0.713 1.16 1.33 1.51 II 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 11140 Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,, © M.E.P.CAD, Inc. P11 AutoSPRINK 2018 v14.4.5.0 #4 - Zone #4 11/5/2020 3:44:18PM Page 22 Hydraulic Graph Job Name: Millipore Sigma (Phase 1) N 1.85 Remote Area Number: #4 - Zone #4 Date: 11/5/2020 150- Water Supply Summary Sheet — - ___ ____ _____ ______ ________ ________ 135 Node: I Static Pressure 130.000 779.87 @ 128.450 120— ______ ________ ___________ 105.000 90-- - - 177987 @ 87.875 Co 75T (0 2 60— IL System demand cue 45- 30--- L 15- ii liii 11111 III I I I I I I I I I I I I I I I I I I I _______ __________ ___ __ 9550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm &© M.E.P.CAD, Inc. I1 AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:44:04PM Paqe 2 - - - - - - - - - - - - - - I Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #5 - Zone #4 Remote Area Location: Shell Area Occupancy Classification: Ordinary Group II Commodity Classification: Ordinary Group II Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1558.42ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 7 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 568.50 @ 57.660 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad Notes: I I I I I I 1 I I I I Calculation Date: 11/5/2020 Allowance at Source Hose Automatic peaking results Left: 56.425 Right: 57.840 I 1 I I I I I M.E.P.CAD, Inc. gilAutoSPRINK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:38PM Page 1 1111 Hydrau1ic Summary 71 Job Number: 20-3548-02 Reoort DescriDtion: Ordinary Grouo II (#5 - Zone #4 Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Na— Millipore Sigma (Phase 1) State Certiqoatlo&uOnncn Number C16-588039 Address 1 2827 Whiptail Loop 000 City of Carlsbad Address 2 Carlsbad CA, 92010 Job SitnlSulding Address 3 Droming Norrre 20-3548-02 Overhead—Phase 1 System Remote Area(s) Most Demanding Sprinkles Data 5.6 K-Factor 26.00 at 21.556 Ocnrpancy Ordinary Group II Job Suffie 11050 riJlomanee At Source 0.00 Density 0.200gpm/ft2 Area Ot App, lioatien 1500.00ft2 (Actual 1558.42ft2) Additional Rosa Supplies Node Flow(gpm) Number Of Sprinklers Calculated 12 Coverage Per SpArkler 130.00ft2 AutoPeek Results: Pressure For RemoteAreajsj Adjacent To Most Remote Area Left: 56.425 Right: 57.840 Total 11055 Streams 250.00 System Flow Demand 568.50 Total Water Required (lnobrderg Hose 000wence) 568.50 Maalmum Pressure Unbalance In Loops 0.000 Madmum Velocity Above Ground 16.82 between nodes 371 and 5101 Madmum Velocity Under Ground 3.91 between nodes 6 and 7 Volume capacity 01 Wet Pipes 11051 .46ga1 Volume eapaoity 01 Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) (gpm) Flow Available Total Demand (psi) © (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 129.812 568.50 57.660 72.152 Contractor Contractor Number 1 Contact Name Cameron Ward Canlaellifle Designer Name otContnaotor Western Fire Protection Phone Eotenelnn Address 1 13630 Danielson St FAX Address 2 Poway, CA 92064 E-mail Address 3 Web-Site , © M.E.P.CAD, Inc. kil AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:46:18PM Page 1 1111 Summary Of Outfiowing Devices Job Number: 20-3548-02 Report Description: Ordinary Group II (#5 - Zone #4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 58.315 Sprinkler 5001 27.61 26.00 5.6 24.301 Sprinkler 5002 26.44 26.00 5.6 22.297 Sprinkler 5003 26.05 26.00 5.6 21.647 Sprinkler 5004 26.04 26.00 5.6 21.622 Sprinkler 5005 26.22 26.00 5.6 21.916 Sprinkler 5006 27.01 26.00 5.6 23.262 Sprinkler 5007 27.57 26.00 5.6 24.231 Sprinkler 5008 26.40 26.00 5.6 22.231 Sprinkler 5009 26.02 26.00 5.6 21.582 c Sprinkler 5010 26.00 26.00 5.6 21.556 Sprinkler 5011 26.18 26.00 5.6 21.849 Sprinkler 5012 26.97 26.00 5.6 23.190 1 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 11/5/2020 3:45:48PM Page 3 I I I I Ii I 1 I I I I I I I I 1 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 1 8000.00 129.812 568.50 57.660 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 7-0 Supply 57.660 568.50 7 4-0 58.315 250.00 5001 30-11 Sprinkler 24.301 27.61 5002 30-11 Sprinkler 22.297 26.44 5003 30-11 Sprinkler 21.647 26.05 5004 30-11 Sprinkler 21.622 26.04 5005 30-11 Sprinkler 21.916 26.22 5006 30-11 Sprinkler 23.262 27.01 5007 31-2% Sprinkler 24.231 27.57 5008 31-2% Sprinkler 22.231 26.40 5009 31-21/2 Sprinkler 21.582 26.02 5010 31-2% Sprinkler 21.556 26.00 5011 31-2% Sprinkler 21.849 26.18 5012 31-2% Sprinkler 23.190 26.97 2 7-0 57.659 3 17-0 53.254 4 17-0 53.234 5 17-0 49.335 6 4-0 58.370 ,©M.E.P.CAD, Inc. #jjAutoSPRINK2018v14.4.5.O 11/5/2020 3:45:51PM Pacje4 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 4-0 58.279 9 4-0 55.759 10 4-0 55.719 11 0-6 Gauge 53.767 301 30-1% 40.601 302 29-101/2 40.148 303 29-7 40.278 304 29'-3 40.407 305 28-11% 40.538 306 28-9% 40.615 307 29'-10% 39.919 308 32-1% 39.015 309 29'-7 40.048 310 31-10 39.167 311 29-3 40.177 312 31-6 39.292 313 28-11% 40.304 314 31-21/2 39.212 315 28'-8 40.434 316 30-11 39.333 317 30-1 40.066 318 29-10% 40.121 319 32-1% 39.088 &,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 11/5/2020 3:45:51PM Pae5 I I I I I I I I I I I I I I I I 1 1 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 320 29-7 40.244 321 31-10 39.214 322 29-3 40.368 323 31-6 39.333 324 28-111/2 40.493 325 3121/2 37.873 326 31-10% 39.435 327 31'-7% 39.546 328 32-1% 39.324 329 29'-10 40.385 330 31-5% 39.638 331 31-4% 39.597 332 32-41/2 39.214 333 31-1% 39.689 334 28-8 40.622 335 37-8 39.104 336 30'-lO% 39.782 337 30-11 37.994 338 32-11 38.995 339 30-7% 39.876 340 32-10 39.015 341 30-41/2 39.972 342 32-6 39.168 IM..©M.E.P.CAD, Inc. X1AutoSPRINK2018v14.4.5.0 11/5/2020 3:45:51PM Page 6 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 343 30-1/ 40.070 344 32'-l% 39.321 345 31-11/ 39.399 346 31-9% 39.474 347 31-5 39.627 348 31'-1 39.780 349 31-10% 39.306 350 31'-7% 39.395 351 321h/2 39.213 352 31-4% 39.480 353 32-4% 39.116 354 31-1% 39.560 355 37-8 39.017 356 30-10% 39.636 357 32-11 38.916 358 30-71/2 39.705 359 32'-10 38.942 360 30-4% 39.768 361 32-6 39.099 362 30-1% 39.822 363 37-1% 39.255 364 29'-101/2 39.872 365 31-9% 39.410 1&©M.E.P.CAD, Inc. 1AutoSPRINK201804.4.5.0 11/5/2020 3:45:51PM Paçe7 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 366 29-7 39.922 367 31-5 39.567 368 29-3 39.967 369 31-1 39.721 370 28-11Y2 40.008 371 28-8 40.113 5101 30-11 25.595 5102 30-11 23.492 5103 30-11 22.809 5104 30-11 22.783 5105 30-11 23.091 5106 30-11 24.504 5107 31-2Y2 25.521 5108 31-2% 23.422 5109 31-2% 22.741 5110 31-21/2 22.714 5111 31-2% 23.021 5112 31-2% 24.429 &©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 11/5/2020 3:45:51PM Page Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 5010 3121/2 5.6 26.00 1 (See Notes) 0'6 120 21.556 Route Sprinkler, P0(5-0) 5-0 0.211435 -0.005 5110 31-2% 26.00 1.0490 5'-6 1.163 5110 31-2% 11/4 1071/2 120 22.714 0.002539 5109 3121/2 5.50 1.4420 10-7% 0.027 5109 31 -2 1/2 26.02 10'-7V2 120 22.741 Flow (q) from Route 2 0.064101 5108 312h/z 31.52 1.4420 10-71/2 0.681 5108 31-2% 26.40 10'-71/2 120 23.422 Flow (q) from Route 7 0.197591 5107 31-2% 57.92 1.4420 10-7% 2.099 5107 31-2% 27.57 11/4 (See Notes) 18'5 120 25.521 Flow (q) from Route 11 T(7'-5), P0(7-5) 14101/2 0.405999 0.975 370 28-11% 85.49 1.4420 33-3 1/2 13.512 370 28-11% 85.59 4 12-0 120 40.008 Flow (q) from Route 3 0.007497 -0.130 368 29-3 171.08 4.2600 12'-0 0.090 368 29-3 4 12-0 120 39.967 0.007049 -0.130 366 29-7 165.49 4.2600 12-0 0.085 366 29-7 4 12-0 120 39.922 0.006668 -0.130 364 29-10% 160.58 4.2600 12-0 0.080 364 29-101/2 4 11-0 120 39.872 0.006356 -0.119 362 30-1% 156.48 4.2600 11-0 0.070 362 30-1% 4 10-0 120 39.822 0.005392 -0.108 360 30-4% 143.16 4.2600 10,-U 0.054 360 30-4% 4 10-0 120 39.768 0.004584 -0.108 358 30-7% 131.15 4.2600 10-0 0.046 I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 ,,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #5- Zone #4 11/5/2020 3:45:54PM Page Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fitting & Device s s Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 358 3071/2 4 10-0 120 39.705 0.003903 -0.108 356 3010h/2 120.23 4.2600 10-0 0.039 356 30101,4 4 10-0 120 39.636 0.003323 -0.108 354 31-1% 110.20 4.2600 10-0 0.033 354 31'-1Y2 4 10-0 120 39.560 0.002820 -0.108 352 31-41/2 100.86 4.2600 10-0 0.028 352 31-4% 2 (See Notes) 86111 120 39.480 P0(12-3%) 21(12-3%), P0(12-3%) 4921/2 0.000866 -0.000 331 31-4% 8.88 2.1570 135-11/2 0.117 331 31-4% 217.64 6 (See Notes) 2'- 111/2 120 39.597 Flow (q) from Route 5 1(37-8%) 37-8% 0.001794 -0.032 330 31-5% 226.52 6.3570 40-8% 0.073 330 31-5% 91.97 6 (See Notes) 1'7% 120 39.638 Flow (q) from Route 13 LtE(11-4) 114 0.003369 0.704 329 29-10 318.50 6.3570 12-111/2 0.044 329 29-10 8 (See Notes) 330'3 120 40.385 2LtE(15'-3), TOR2 30-6% 0.000947 -0.126 301 3011/2 - 318.50 8.2490 360'-91/2 0.342 301 30-1% 8 (See Notes) 40'6% 120 40.601 2CV(52'-10), BV(14'-l), 21(41'- 11/2), 3LtE(15-3), P0(41-1%), BOR 288-11 0.000947 12.854 11 0-6 - 318.50 8.2490 329-6 0.312 11 0-6 10 (See Notes) 4'6 140 53.767 LtE(25'-6) 26-6 0.000230 1.945 10 -4-0 318.50 10.4000 30'-O 0.007 10 4-0 10 (See Notes) 82'6% 150 55.719 2EE(12-10%), LtE(18'-9) 44'-6 0.000314 9 4-0 318.50 9.5100 127-0% 0.040 9 4-0 10 (See Notes) 101 0 140 55.759 3LtE(25-6), CV(-2.500) 76-6% 0.000230 8 -4-0 318.50 10.4000 86-61/2 2.520 &© M.E.P.CAD, Inc. III AutoSPRINK 2018 v14.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 10 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as 'lu p' Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) __________________ Friction(Pf) _______ 8 _____________ 4-0 _______ _____________ __________ 10 __________ (See Notes) ___________ 14'-2 ______________ 150 __________________ 58.279 PIV(5-10), 2LtE(18'-9), 1(58-6 101-10% 0.000314 7 4-0 318.50 9.5100 116-0 0.036 7 4-0 250.00 8 (See Notes) 5'0 150 58.315 LtE(16-7) 16-7 0.002545 6 4-0 568.50 7.7100 21'-7 0.055 6 4-0 12 (See Notes) 138'0 150 58.370 EE(15-1), LtE(20-10%) 35-111/2 0.000394 -9.104 5 17-0 568.50 11.3100 174-0 0.069 5 17-0 12 (See Notes) 12'0 140 49.335 3LtE(29-6), BFP(-3.871) 88'-5% 0.000279 4 17-0 568.50 12.4600 100'-5/2 3.899 4 17-0 12 (See Notes) 191-0 150 53.234 E(31'-4) 31-4 0.000394 3 17-0 568.50 11.3100 50-4 0.020 3 17-0 12 (See Notes) 147'4 150 53.254 E(31'-4) 31-4 0.000394 4.335 2 7-0 568.50 11.3100 178-8 0.070 2 7-0 16 (See Notes) 101 0 150 57.659 Water Supply 0.000074 1 7-0 568.50 15.9200 ri0-0 0.001 0.00 57.660 Hose Allowance At Source Total(Pt) Route 1 1 568.50 5009 3121/z 5.6 26.02 1 (See Notes) 0-6 120 21.582 Route ..... Sprinkler, PQ(5'o) 5,-0 0.211668 -0.005 5109 31-2% 26.02 1.0490 5-6 1.164 22.741 Total(Pt) Route 2 5004 30-11 5.6 26.04 1 (See Notes) 0-6 120 T 21.622 Route ..... Sprinkler, Po(50) t 0.212031 -0.005 5104 30-11 26.04 1.0490 5-6 1.166 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 11 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as S fl2f9 YU9. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 5104 30-11 1 10'- 71/2 120 22.783 0.002528 5103 30-11 5.49 1.4420 10-7 V2 0.027 5103 30-11 26.05 1V 10'-7V2 120 22.809 Flow (q) from Route 4 0.064199 5102 30-11 31.55 1.4420 10'-7% 0.682 5102 30-11 26.44 10'-7V2 120 23.492 Flow (q) from Route 8 0.198006 5101 30'-11 57.99 1.4420 10'-7% 2.104 5101 30-11 27.61 11/4 (See Notes) 18'5 120 25.595 Flow (q) from Route 12 T(7-5), P0(7-5) 14'-10'/2 0.406930 0.975 371 28'-8 -- 85.59 1.4420 33-3% 13.543 371 28-8 4 12-0 120 40.113 -0.130 370 28-11% 85.59 4.2600 0.002082 ::1:2'-0 0.025 40.008 Total(Pt) Route 3 5003 30-11 5.6 26.05 1 (See Notes) 0'6 120 21.647 Route ..... Sprinkler, P0(5-0) 50 0.212263 -0.005 5103 30-11 26.05 1.0490 5'-6 1.167 22.809 Total(Pt) Route 4 5011 31-21/2 5.6 26.18 1 (See Notes) 0'6 120 21.849 Route ..... Sprinkler, P0(5-0) 5,-0 0.214089 -0.005 5111 31-2% 26.18 1.0490 5'-6 1.178 5111 31-2% 20.50 1% 10'-7V2 120 23.021 Flow (q) from Route 49 0.132509 5112 31-2% 46.67 1.4420 10-7% 1.408 5112 3121/z 26.97 1% (See Notes) 36'21/2 120 24.429 Flow (q) from Route 9 T(7'-5) 715 0.308066 325 31-2% 73.64 1.4420 43-7% 13.444 325 31-2% 1¼ (See 1 Notes) 2'3 120 37.873 P0(7-5) 0.169962 0.975 324 28'-111/2 53.39 1.4420 9-8 1.645 , © M.E.P.CAD, Inc. R11 AutoSPRINK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 12 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) __________ Pf Friction Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev2 Total Flow Actual ID Length Loss Per Unit when applicable, are added ___ Total _______________ (Foot) (0) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 324 28'-111h 53.53 6 12-0 120 40.493 Flow (q) from Route 6 -0.130 322 29-3 106.92 6.3570 0.000447 12-0 0.005 322 29-3 8.97 6 12-0 120 40.368 Flow (q) from Route 30 -0.130 320 29-7 115.89 6.3570 0.000519 12-0 0.006 320 29-7 8.55 6 12-0 120 40.244 Flow (q) from Route 31 -0.130 318 29101/2 124.44 6.3570 0.000592 12-0 0.007 318 29-10% 8.74 6 (See 7 11 h/2 120 40.121 Flow (q)from Route 27 37-8% -0.086 Notes) 317 30-1 133.18 6.3570 0.000671 T(37'-8%) 45'-8 0.031 317 30-1 28.84 6 (See 27 11/2 120 40.066 Flow (q) from Route 17 11-4 -0.033 Notes) 343 30'-1/z 162.02 6.3570 0.000965 LtE(11'-4) 38-5% 0.037 343 30-1%13.31 6 10-0 120 40.070 Flow (q) from Route 37 -0.108 341 30-4% 175.33 6.3570 0.00 1117 i0'-0 0.011 341 30-4% 12.02 6 10'-O 120 39.972 Flow (q) from Route 41 -0.108 339 30-71/2 187.35 6.3570 0.001262 10-0 0.013 339 30- 7% 10.92 6 10-0 120 39.876 Flow (q) from Route 45 -0.108 336 30-10% 198.27 6.3570 0.001402 10,-0 0.014 336 30-10% 10.03 6 10,-U 120 39.782 Flow (q) from Route 46 -0.108 333 31-1% 208.30 6.3570 0.001536 10-0 0.015 333 31-1% 9.35 6 10-0 120 39.689 Flow (q) from Route 33 -0.108 331 31-4% 217.64 6.3570 0.001666 10-0 0.017 39.597 Total(Pt) Route 5 5005 30-11 5.6 26.22 1 (See I 0'-6 120 21.916 Route ..... Sprinkler, 5-0 -0.005 Notes) 5105 30-11 26.22 1.0490 0.214696 P0(5-0)5-6 1.181 ,,©M.E.P.CAD, Inc. AutoSPRiNK2018v14.4.5.0 #5- Zone #4 11/5/2020 3:45:54PM Page 13 I I I I I I I II I LI I I I I I LI I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 5105 30-11 20.55 1 10-71/2 120 23.091 Flow (q) from Route 50 0.132998 5106 30-11 46.76 1.4420 1071/2 1.413 5106 30-11 27.01 1114 (See Notes) 3621/2 120 24.504 Flow (q) from Route 10 T(7'-5) 0.309111 337 30'-11 73.77 1.4420 43'7% 13.490 337 30-11 1¼ (See Notes) 2'-3 120 37.994 P0(7-5) 0.170743 0.975 334 28'-8 53.53 1.4420 1.653 334 28-8 6 12-0 120 40.622 0.000124 -0.130 324 28-11% - 53.53 6.3570 12-0 0.001 40.493 Total(Pt) Route 6 5008 31-2% 5.6 26.40 1 (See Notes) T 0'-6 120 22.231 Route 7 ..... Sprinkler, P0(5-0) 5-0 0.217547 -0.005 5108 31-2% 26.40 1.0490 5'-6 1.197 23.422 Total(Pt) Route 7 5002 30-11 5.6 26.44 1 (See Notes) 0'-6 120 22.297 Route 8 ..... Sprinkler, P0(5-0) 5-0 0.218150 -0.005 5102 30-11 26.44 1.0490 5'-6 1.200 23.492 Total(Pt) Route 8 5012 31-2% 5.6 26.97 1 (See Notes) 0-6 120 23.190 Route ..... Sprinkler, P0(5-0) 5'0 0.226217 -0.005 5112 31-2% 26.97 1.0490 5'-6 1.244 24.429 Total(Pt) Route 9 5006 30-11 5.6 27.01 1 (See Notes) 0-6 T 120 23.262 Route 10..... Sprinkler, P0(50) 5'0 0.226867 -0.005 5106 30'-11 27.01 1.0490 5'-6 1.248 24.504 Total(Pt) Route 10 5007 31-2% 5.6 27.57 1 (See Notes) 0-6 120 24.231 Route 11 ..... Sprinkler, P0(5-U) 51-0 0.235593 -0.005 5107 31-2% 27.57 1.0490 5-6 1.296 25.521 Total(Pt) Route 11 , © M.E.P.CAD, Inc. Pill AutoSPRINK 2018 v14.4.5.0 #5 - Zone #4 1115/2020 3:45:54PM Page 14 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total ( Friction(Pf) 5001 30-11 5.6 27.61 1 (See Notes) 0-6 120 24.301 Route 12 ..... Sprinkler, 5'0 -0.005 5101 30-11 27.61 1.0490 0.236230 P0(5-0) 5-6 1.299 25.595 Total(Pt) Route 12 352 31-4% 8.88 4 10-0 120 39.480 Route 13 ..... Flow (q) from Route 1 -0.108 350 31-7% 91.97 4.2600 0.002378 10-0 0.024 350 31-7% 4 10-0 120 39.395 -0.108 349 31-10% 81.78 4.2600 0.001913 10-0 0.019 349 31-10% 2 (See Notes) 8611 120 39.306 P0(12-3%) 49-2% -0.000 326 31-10% 9.37 2.1570 0.000956 2T(12'-3%), P0(12-3%) 135-11/2 0.129 326 31-10% 72.40 6 10-0 120 39.435 Flow (q) from Route 15 0.108 327 31-7% 81.78 6.3570 0.000272 10'-O 0.003 327 31-7% 10.20 6 (See Notes) 7-0% 120 39.546 Flow (q) from Route 14 37-8% 0.076 330 31-5% 91.97 6.3570 0.000339 T(37-8%) 44-9 0.015 39.638 Total(Pt) Route 13 350 31-7% 2 (See Notes) 8611 120 39.395 Route 14 ..... P0(12-31/2) 49'-2% -0.000 327 31-71/2 10.20 2.1570 0.001118 2T(12'-3%), P0(12-3%) 135'-l% 0.151 39.546 Total(Pt) Route 14 353 32-4% 63.74 2 (See Notes) 85-11 120 39.116 Route 15..... P0(12-3%), Flow (q) from Route 19 49-2% -0.000 ______________ 332 32-4% 8.07 2.1570 0.000725 2T(12-3%), P0(12-3%) 135-1% 0.098 332 32-4% 55.67 6 10-0 120 39.214 Flow (q) from Route 16 0.108 328 321h/2 63.74 6.3570 0.000172 10-0 0.002 328 32-1% 8.66 6 10-0 120 39.324 Flow (q) from Route 40 0.108 326 31-10% 72.40 6.3570 0.000217 10-0 0.002 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 15 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PO and shown as (Foot) 39.435 J Total(Pt) Route 15 353 32-4% 63.74 4 10-0 120 39.116 Route 16 ..... Flow (q) from Route 19 -0.108 355 32-8 55.67 4.2600 0.000939 10-0 0.009 355 32-8 2 (See 8511 120 39.017 P0(12-3%) 4921/ -0.000 Notes) 335 32-8 7.58 2.1570 0.000646 2T(12'-3%), PO(12'-31/2) 136-11/2 0.087 335 32-8 48.09 6 10-0 120 39.104 Flow (q) from Route 18 0.108 332 32-4% 55.67 6.3570 0.000134 10,-c 0.001 39.214 Total(Pt) Route 16 313 28-111/2 13.31+12.85 4 12-0 120 40.304 Route 17 ..... Flow (q) from Route 22 and 24 -0.130 _______________ 311 29-3 26.15 4.2600 0.000232 12'-O 0.003 311 29-3 1¼ (See 2'3 120 40.177 Notes) P0(7-5) 14-10% -0.975 312 31-6 8.14 1.4420 0.005233 1(7-5) 17-1% 0.090 312 31-6 1 (See 57'8 120 39.292 14-101/2 0.975 Notes) 304 29-3 4.76 1.4420 0.001943 T(7'-S), P0(7-5) 72-6 % 0.141 304 29-3 14.34 6 12'-0 120 40.407 Flow (q) from Route 23 -0.130 303 29-7 19.10 6.3570 0.000018 12-0 0.000 303 29-7 4.67 6 12'-0 120 40.278 Flow (q) from Route 34 -0.130 302 29-101/2 23.77 6.3570 0.000028 12-0 0.000 302 29-101/2 5.07 6 (See 95'101/2 120 40.148 Notes) Flow (q) from Route 35 11-4 -0.086 317 30-1 28.84 6.3570 0.000040 LtE(11-4) 107'-2 0.004 40.066 Total(Pt) Route 17 346 31-9% 6.08 6 2-8 120 39.474 1 Route 18 ..... Flow (q) from Route 39 -0.075 1 345 31'-ll% 6.08 6.3570 0.000002 I 2-8 0.000 © M.E.P.CAD, inc. fill AutoSPRiNK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 16 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total _______________ (Foot) (Q) (Foot) (psi) (Foot) Friction(Pf) directly to (Pt) and shown as 345 31-11% 14.77 6 5-1 120 39.399 Flow (q) from Route 38 -0.078 344 32-V/ 20.84 6.3570 0.000022 5-1 0.000 344 32-1 % 6.51 6 10'-O 120 39.321 Flow (q) from Route 29 -0.153 342 32-6 27.36 6.3570 0.000036 10-0 0.000 342 32-6 6.66 6 10-0 120 39.168 Flow (q) from Route 28 -0.154 340 3210 34.02 6.3570 0.000054 10-0 0.001 340 32-10 6.89 6 9-10% 120 39.015 Flow (q) from Route 21 -0.021 338 32'-11 40.91 6.3570 0.000076 9-10% 0.001 338 32-11 7.19 6 10-0 120 38.995 Flow (q) from Route 20 0.108 335 32-8 48.09 6.3570 0.000102 10-0 0.001 39.104 Total(Pt) Route 18 10-0 120 39.306 Route 19 ..... 349 31-10% 9.37 Flow (q) from Route 13 -0.108 351 32-1% 72.40 4.2600 0.001528 10,-U 0.015 351 32-1% 4 101-0 120 39.213 -0.108 353 32-4% 63.74 4.2600 0.001207 10-0 0.012 39.116 Total(Pt) Route 19 10-0 120 39.017 ••"• Route 2O ..... 355 32-8 7.58 Flow (q) from Route 16 -0.108 357 32-11 48.09 4.2600 0.000717 ia-U 0.007 357 32-11 2 (See 85-11 120 38.916 P0(12-3%) 49-2% -0.000 Notes) 338 32-11 7.19 2.1570 0.000585 2T(12'-3%), PO(12'-31,4) 135-1% 0.079 38.995 Total(Pt) Route 20 357 32-11 7.19 9'-lO% I- 1 120 38.916 Route 21 ..... Flow (q) from Route 20 0.021 359 32-10 40.91 4.2600 0.000531 9'- 101/2 0.005 ,©M.E.P.CAD, Inc. III AutoSPRlNK2O18v14.4.5.0 #5- Zone #4 11/5/2020 3:45:54PM Page 17 I I I I I I I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 359 32-10 2 (See 8611 120 38.942 P0(12-3%) 49-2% 0.000 Notes) 340 32-10 6.89 2.1570 0.000541 2T(12'-3%), P0(12-3%) 135-11/2 0.073 39.015 Total(Pt) Route 21 316 30-11 20.25 11/4 (See 2'-3 120 39.333 Route 22 ..... Notes) Flow (q) from Route 44 7-5 0.975 315 28-8 13.31 1.4420 0.013002 PQ(T 5) 9'-8 0.126 315 28-8 4 12-0 120 40.434 -0.130 313 28-11% 13.31 4.2600 0.000067 12-0 0.001 40.304 Total(Pt) Route 22 314 31-2% 20.25 11/4 (See 57-8 120 39.212 Route 23 ..... Notes) T(7'-5), Flow (q) from Route 43 22-3% _________ 0.975 _______________ 305 28111/2 7.40 1.4420 0.004390 T(7'-5), P0(7-5) 79-111/2 0.351 305 28-111/2 6.94 6 12-0 120 40.538 Flow (q) from Route 25 -0.130 304 29'-3 14.34 6.3570 0.000011 12-0 0.000 40.407 Total(Pt) Route 23 771 314 31-2% 20.25 1% (See I 2'3 120 39.212 Route 24 ..... Notes) Flow (q) from Route 43 0.975 313 28111/2 12.85 1.4420 0.012182 P0(7-5) 9'-8 0.118 40.304 Total(Pt) Route 24 306 28-9% 6.94 6 7'-2 120 40.615 Route 25 ..... Flow (q) from Route 26 -0.078 305 28-11% 6.94 6.3570 0.000003 7-2 0.000 40.538 Total(Pt) Route 25 316 30-11 20.25 1% (See 62'-6 [ 120 39.333 Route 26 ..... Notes) T(7-5), Flow (q) from Route 44 29-8% 0.922 _______________ 306 28-9% 6.94 1.4420 0.003901 2E(3'-8%), T(7'-5), P0(7-5) I 92- 2% 0.360 40.615 Total(Pt) Route 26 364 29-10% 11/4 (See 107-9 J 120 39.872 J Route 27 ..... Notes) P0(7-5) 22'-3% 1 -0.975 319 32-1% 4.10 1.4420 0.001475 21(7-5) I 130-0% 0.192 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 18 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pt) directly to (P0 and shown as 319 332-1%4.63 11/4 (See J 2'3 120 39.088 Flow (q) from Route 36 I 7-5 0.975 Notes) 318 29101/2 8.74 1.4420 0.005972 P0(7-5) 9-8 0.058 40.121 Total(Pt) Route 27 361 32-6 34.02 2 (See 1 85-11 120 39.099 Route 28 ..... Notes) P0(12-3%), Flow (q) from Route 48 49-2% 0.000 _______________ 342 32-6 6.66 2.1570 0.000509 2T(12'-3%), P0(12-3%) I 135-1% 0.069 39.168 Total(Pt) Route 28 361 32-6 3402 4 10-0 120 39.099 Route 29 ..... Flow (q) from Route 48 0.154 363 32-1% 27.36 4.2600 0.000252 10-0 0.003 363 32-1% 2 (See 8511 120 39.255 49'-21/2 P0(12-3%) Notes) 344 32-1% 6.51 2.1570 0.000488 2T(12'-3%), P0(12-3%) 135-11/2 0.066 39.321 Total(Pt) Route 29 368 29-3 1% (See 107-9 120 39.967 ••". Route 3O ..... P0(7-5) 22-3% -0.975 Notes) 323 31-6 5.59 1.4420 0.002617 21(7'-5) 130-01/2 0.340 323 31-6 3.37 1V4 (See 2'3 120 39.333 Flow (q) from Route 32 7-5 0.975 Notes) I 322 29-3 8.97 1.4420 0.006266 P0(7-5) 9 -8 0.061 40.368 Total(Pt) Route 30 366 29-7 114 (See 107'-9 120 39.922 Route 31 ..... P0(7-5) 22-3% -0.975 Notes) 321 31-10 4.91 1.4420 0.002053 21(7-5) 130-0% 0.267 321 31-10 3.64 11/4 (See 23 120 39.214 Flow (q) from Route 47 7-5 0.975 Notes) 320 29-7 8.55 1.4420 0.005737 P0(7-5) 9-8 0.056 40.244 Total(Pt) Route 31 312 31-6 4.76 11% (See 32-6 120 39.292 Route 32 ..... Flow (q) from Route 17 Notes) 323 31-6 3.37 1.4420 0.001027 1(7-5) 39-111/2 0.041 39.333 Total(Pt) Route 32 Fill AutoSPRINK 2018 04.45.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 19 I ,©M.E.P.CAD, Inc. I I I , I [1 I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 354 31-1% 2 (See Notes) 85-11 120 39.560 Route 33 ..... P0(12-3%) 2T(12'-3%), P0(12-31/2) 49'-2% 0.000952 -0.000 333 31-1/ 9.35 2.1570 135'-11/2 0.129 39.689 Total(Pt) Route 33 311 29-3 8.14 4 12-0 120 40.177 Route 34 ..... Flow (q) from Route 17 0.000117 -0.130 309 29-7 18.02 4.2600 12-0 0.001 309 29-7 11/4 (See Notes) 2-3 120 40.048 P0(7-5) 1(7-5) 0.093 14-10% 0.005449 -0.975 310 31-10 8.32 1.4420 171h/2 310 31-10 11/4 (See Notes) 57-8 120 39.167 T(7'-5), P0(7-5) 14'-10V2 0.001875 0.975 303 29-7 4.67 1.4420 72-611/2 0.136 40.278 Total(Pt) Route 34 309 29-7 8.32 4 (See Notes) 12'-0 120 40.048 Route 35 ..... Flow (q) from Route 34 P0(26-4) 26-4 0.000037 -0.130 307 29-10% 9.70 4.2600 38-4 0.001 307 29-10% 11/4 (See Notes) 2'3 120 39.919 1(7-5) 0.007246 -0.975 308 3211/2 9.70 1.4420 9-8 0.070 308 32-1% (See Notes) 57'-8 120 39.015 T(7-5), P0(7-5) 14-101/2 0.002179 0.975 302 29101/2 5.07 1.4420 72-6 1/2 0.158 40.148 Total(Pt) Route 35 308 32-1% 5.07 1% (See Notes) 32-6 J 120 39.015 Route 36 ..... Flow (q) from Route 35 T(7-5) I 0.001847 319 32-1% 4.63 1.4420 39-11% 0.074 39.088 Total(Pt) Route 36 362 30-1% 2 (See Notes) 85-11 120 39.822 Route 37 ..... P0(12-3%) 2T(12'-31/2), P0(12-3%) 49-2% 0.001831 -0.000 343 30-1% 13.31 2.1570 135-11/2 0.247 40.070 Total(Pt) Route 37 &©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.4.5.O #5- Zone #4 11/5/2020 3:45:54PM Page 20 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a n2Ja"9 'r'"' Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Eiev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 363 32-1% 6.51 4 101-0 120 39.255 Route 38 ..... Flow (q) from Route 29 0.000153 0.154 365 31-9% 20.84 4.2600 10-0 0.002 365 31-9% 4 (See Notes) 101 0 120 39.410 P0(26-4) 26-4 0.000081 0.154 367 31-5 14.77 4.2600 36'-4 0.003 367 31-5 2 (See Notes) 59'11 120 39.567 2T(12'-31,4), P0(12-31/2) 36-11 0.000623 347 31-5 7.43 2.1570 96-10 0.060 347 31-5 7.34 6 (See Notes) 401 11 120 39.627 Flow (q) from Route 42 LtE(11-4), 1(37-8%) 49-0% 0.000011 -0.229 345 31-11% 14.77 6.3570 89-11% 0.001 39.399 Total(Pt) Route 38 365 31-9% 2 (See Notes) 88'-2 120 39.410 Route 39 ..... PO(12'-3%) 2T(12'-3%), 2E(6'-2), P0(12-3 61'-6% 0.000429 0.000 346 31-9% 6.08 2.1570 149'-8% 0.064 39.474 Total(Pt) Route 39 351 32-1% 2 (See Notes) 85-11 120 39.213 Route 40 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49'-2% 0.000827 -0.000 328 32-1% 8.66 2.1570 135-11/2 0.112 39.324 Total(Pt) Route 40 360 30-4% 2 (See Notes) 85-11 120 39.768 Route 41 ..... P0(12-3%) 2T(12'-31/2), PO(12'-3%) 49'-2% 0.001515 -0.000 341 30-4% 12.02 2.1570 135-111/2 0.205 39.972 Total(Pt) Route 41 367 31-5 4 (See Notes) 101-0 120 39.567 Route 42 ..... P0(26-4) P0(26-4) 52-8 0.000022 0.154 369 31-1 7.34 4.2600 62'-8 0.001 369 31-1 2 (See Notes) 591 11 120 39.721 2T(12'-3%), P0(12-3%) 36-11 0.000608 348 31-1 7.34 2.1570 96-10 0.059 . © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 21 I I I I I I I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID s Fitting & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 348 31-1 6 10-0 120 39.780 0.000003 -0.154 347 31-5 7.34 6.3570 10-0 0.000 39.627 Total(Pt) Route 42 325 312h/2 114 (See Notes) 32-6 120 37.873 Route 43 ..... 1(7-5) 1(7-5) 14-10% 0.028261 314 312h/2 20.25 1.4420 4741/2 1.339 39.212 Total(Pt) Route 43 337 30-11 11/4 (See Notes) 32-6 120 37.994 •••. Route 44 ..... 1(7-5) T(7-5) 14-10% 0.028268 316 30-11 20.25 1.4420 47-41/2 1.339 39.333 Total(Pt) Route 44 358 30-7% 2 (See Notes) 2.1570 8511 120 39.705 Route 45 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-21/2 0.001269 -0.000 339 30-7/z 10.92 135-11/2 0.172 39.876 Total(Pt) Route 45 356 30-10% 2 (See Notes) T 85-11 120 39.636 ••••• Route 46 ..... P0(12-3%) 21(12-3%), P0(12-3%) 49-2% 0.001084 -0.000 336 30-101/2 10.03 2.1570 135-11/2 0.146 39.782 Total(Pt) Route 46 310 31-10 4.67 1% (See Notes) J 32-6 120 39.167 Route 47 ..... Flow (q) from Route 34 T(7'-5) 0.001184 321 31'-10 3.64 1.4420 39-11% 0.047 39.214 Total(Pt) Route 47 359 32-10 6.89 4 10-0 120 38.942 Route 48 ..... Flow (q) from Route 21 0.000378 0.154 361 32-6 34.02 4.2600 10-0 0.004 39.099 Total(Pt) Route 48 5110 31-2% 5.50 11/4 10-7% 120 22.714 Route 49 ..... Flow (q) from Route 1 0.028912 -0.000 5111 31-2% 20.50 1.4420 10'-7% 0.307 23.021 Total(Pt) Route 49 f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 22 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fittingloevice (Equivalent Fitting (Foot) Pt Friction Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Eiev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Foot) (Foot) (psi) Friction(P f) _______ _ directly to (Pt) and shown as 5104 30'll 5.49 1/4 J 10'-7Y 120 22.783 Route 50 ..... Flow (q) from Route 3 F 0.029050 5105 30-11 20.55 1.4420 10-7/ 0.309 23.091 Total(Pt) Route 50 I I I I I I I I I I I I I I I I I 1kb, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 23 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I \ Factor Schedule 40 Steel Pipe Inside Diameter ) Value - I Date: 11/5/2020 Value Of C 100 130 140 1501 I Multiplying Factor 0,713 1.16 1.33 1.51 S 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 Deljge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4* Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK 2018 04.45.0 #5 - Zone #4 11/5/2020 3:45:54PM Page 24 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #5 - Zone #4 150 - Available Static Pressure Supply— 130.000 ~68.50 129.812 _______________ Water Supply Summary Sheet Node: I 800000 1050 00 -1 568.50 57.660- ::3 demand curve ....iJi.I.1.I.I.I.I.JIIIIIIIP 111111111 111111111 111111111 111111111 11111 III liii liii I I I I I I I I I 6200 7750 10850 9300 12400 13950 it.I•Is] Flow - gpm ,© M.E.P.CAD. Inc. AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:45:39PM Paqe 2 — — — — — — — — — — — — — — — — — — Hydraulic Graph N 1.85 Date: 11/5/2020 135 120 105 90 (0 75 CL 60 0. 45 30 15 I I I I I I I I I I I I I 1 I I 1 I I Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #6 DRY ESFR-COOLER Remote Area Location: DRY ESFR-COOLER Occupancy Classification: ESFR Commodity Classification: ESFR Density: 35.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1458.60 @ 78.781 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #6 DRY ESFR-C 11/5/2020 3:48:43PM Page 1 Calculation Date: 11/5/2020 Allowance at Source 1111 Hydrau1ic Summary I Job Number: 20-3548-02 Reoort DescriDtion: ESFR (#6 DRY ESFR-COOLER) Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Millipore Sigma (Phase 1) Steno C,rifficabordUcarse Number C16-588039 Address I 2827 Whiptail Loop AIIJ City of Carlsbad AUdnese 2 Carlsbad CA, 92010 Job sitelSultdlng Address 3 Drawing Nerre 20-3548-02 Overhead—Phase 1 System Remote Area(s) Mont Demanding Sprinkler 2010 16.8 K-Factor 99.39 at 35.000 Occupancy ESFR Job Suffix Hose ftdiowanoeAt Sounoe 0.00 Pressure 35.000 Area of Application NA Additional hoax Supplies Node Hose At Node 7 Flow(ODm) 250.00 Number Of SprtnkJoro Caiertotnd 12 Coverage Per Sprinkler 100.00ft2 AutoPeak Results: Pr000urn For Remote Amelia) Adjacent To Most Remote Area Total lIONS Stoeanra 250.00 System Flow Demand 1458.60 Total Water Required (tndudirg Hose Aflowance) 1458.60 Maeumum Pressure Unbalance in Loops 0.000 Madmure Velocity About Ground 16.13 between nodes 6205 and 6105 Manireune Velocity Under Ground 10.02 between nodes 6 and 7 Volume capacity Or Wet Pipes 11051 .46ga1 Volume Oapayty of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 130.000 105.000 8000.00 128.927 I 1458.60 78.781 50.146 Contractor Can" dor Number 1 Contact Name Cameron Ward Contose TO Designer Name of Contractor Western Fire Protection Ph.. botenslOn Addresat 13630 Danielson St FAX Add— 2 Poway, CA 92064 E.nnal Address 3 Web.Site . © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:49:17PM Page 1 111 ISummary Of Outfiowing Devices Job Number: 20-3548-02 Report Description: ESFR (#6 DRY ESFR-COOLER) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 7 250.00 250.00 0 78.962 Sprinkler 6001 102.26 99.39 16.8 37.047 Sprinkler 6002 99.77 99.39 16.8 35.271 Sprinkler 6003 99.52 99.39 16.8 35.088 c Sprinkler 6004 99.39 99.39 16.8 35.000 Sprinkler 6005 102.38 99.39 16.8 37.135 Sprinkler 6006 101.72 99.39 16.8 36.659 - 36.331 Sprinkler 6007 101.49 99.39 16.8 36.497 Sprinkler 6008 101.26 99.39 16.8 Sprinkler 6009 100.06 99.39 16.8 35.474 Sprinkler 6010 100.02 99.39 16.8 35.447 Sprinkler 6011 100.36 99.39 16.8 35.687 Sprinkler 6012 100.37 99.39 16.8 35.690 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. jAutoSPRlNK 2018 v14.4.5.0 11/5/2020 3:48:53PM Page 3 n I I I I I Ll I I El El I I I I I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 8000.00 128.927 1458.60 78.781 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 222 32-2 56.007 223 29-7 56.346 224 31-9% 56.158 225 31-5% 56.310 226 29-3 56.475 227 31'-1 56.466 228 28-11% 56.605 229 32-0% 54.575 230 31-5 54.648 231 28'-8 56.736 232 32-2 54.550 233 31-7 54.638 234 319h/2 54.616 235 31-2 54.648 236 32-8 54.407 237 32-11 54.321 238 32 -5 54.483 239 30-11 54.714 240 30-7 54.853 IM,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.O 11/5/2020 3:48:56PM Paçe4 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 241 30'-3 55.003 242 32-10% 54.357 243 32-6 54.521 244 30-2 55.053 245 2910h/2 55.177 246 32-1% 54.687 247 31-9% 54.836 248 29-7 55.308 249 29-3 55.438 250 31-5% 54.991 251 31-1 55.147 252 28-11% 55.569 253 28'-8 55.699 2462 32-11% 45.453 6101 24-7% 38.417 6102 24-7% 36.548 6103 24'-7% 36.356 6104 24-7% 36.263 6105 24-7% 38.509 6106 24'-7% 38.009 6107 24-7% 37.838 6108 24-7% 37.664 6109 24-7% 36.762 J©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.4.5.0 11/5/2020 3:48:56PM Paqe5 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 6110 24-7% 36.734 6111 2471,4 36.986 6112 24-7% 36.989 6201 33-0 47.467 6202 32-11% 45.519 6204 32-111/2 45.513 6205 33-2 48.629 6206 33-2 48.020 6207 33-2 47.909 6208 33-2 47.940 6209 33-5 47.039 6210 33-5 46.630 6211 33'-5 46.595 6212 33-5 46.697 7'-O Supply 78.781 1458.60 7 4-0 78.962 250.00 6001 23-0 Sprinkler 37.047 102.26 6002 23'-0 Sprinkler 35.271 99.77 6003 23-0 Sprinkler 35.088 99.52 6004 23-0 Sprinkler 35.000 99.39 6005 23-0 Sprinkler 37.135 102.38 6006 23-0 Sprinkler 36.659 101.72 6007 23-0 Sprinkler 36.497 101.49 ,©M.E.P.CAD, Inc. AutoSPRlNK201Ev14.4.5.0 11/5/2020 3:48:56PM Page 6 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 6008 23-0 Sprinkler 36.331 101.26 6009 23-0 Sprinkler 35.474 100.06 6010 23-0 Sprinkler 35.447 100.02 6011 23-0 Sprinkler 35.687 100.36 6012 23'-0 Sprinkler 35.690 100.37 2 7-0 78.777 3 17-0 74.040 4 17-0 73.926 5 17-0 70.564 6 4-0 79.276 8 4-0 78.533 9 4-0 75.798 10 4-0 75.329 11 0-6 Gauge 73.302 201 319h/z 57.618 202 31-8 57.375 203 31-8 55.790 204 31-11 56.302 206 32-0% 56.207 207 31-5 55.772 208 32-2 56.133 209 31-2 55.768 210 32-5 55.983 &©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 11/5/2020 3:48:56PM Paçje7 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 211 30-11 55.814 212 32-8 55.842 213 30'-8 55.891 214 32-11 55.710 215 30-6 55.956 216 30-9 54.777 217 30-4 56.011 218 32-101A 55.715 219 30'-2 56.095 220 32-6 55.859 221 29-bY2 56.216 1&©M.E.P.CAD, Inc. §I AutoSPRINK 2018 v1 4.4.5.0 11/5/2020 3:48:56PM Paqe8 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 9 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as 6004 23-0 16.8 99.39 11/2 (See 1-7% 100 35.000 Route Sprinkler, 2-10 -0.704 Notes) 6104 24-7% 99.39 1.6100 0.439523 E(2'-10) 4'-51/2 1.968 6104 24'-7/2 11/2 (See 13'0 120 36.263 28'-0 -3.613 Notes) 6204 32111/2 99.39 1.6100 0.313687 3E(4'-O), T(8-0), Z, P0(8-a) 41'-O 12.863 6204 32111/2 48.48 21/2 (See 9111V2 120 45.513 Flow (q) from Route 2 65-11 1.000 Notes) 213 30-8 1 147.87 2.6350 0.059396 6LtE(5'-6), T(16'-51/2), P0(16-5 157-10% 9.377 1/2) 213 30-8 161.70 6 10-0% 120 55.891 Flow (q) from Route 14 -0.109 211 30-11 309.57 6.3570 0.003197 0.032 211 30-11 135.29 6 9-11% 120 55.814 Flow (q) from Route 8 -0.108 209 31-2 444.86 6.3570 0.006252 9-11% 0.062 209 31-2 164.50 6 101-0 120 55.768 Flow (q) from Route 6 -0.108 207 31-5 609.36 6.3570 0.011190 101-0 0.112 207 31-5 43.38 6 101-0 120 55.772 Flow (q) from Route 34 -0.108 203 31-8 652.74 6.3570 0.012708 10,-a 0.127 203 31-8 42.78 6 (See 0'- 111/2 120 55.790 Flow (q) from Route 3 110-71/2 -0.010 Notes) 202 31-8 695.52 6.3570 0.014292 fT(29-4%), fT(38'-9), C(37'-8V2 111-7 1.595 202 31-8 513.08 8 (See 104 120 57.375 Flow (q) from Route 13 15-3 -0.042 Notes) 201 31-9% 1208.60 8.2490 0.011169 LtE(15'-3), TOR 26-7 0.286 201 31-9% 8 (See 3511% 120 57.618 153-101/2 13.564 Notes) 11 0-6 1208.60 8.2490 0.011169 f(-0.000), BV(14'-l), 3LtE(15'-3 189-10 2.120 ), P0(41-11/2), CV(52'-10), BOR 11 0-6 10 (See 4-6 140 73.302 25-6 1.945 Notes) 10 4-0 1208.60 10.4000 0.002717 LtE(25-6) 30-0 0.081 I I I I i I U I U I I I II I I I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 10 4-0 io (See Notes) 82'61/2 150 75.329 2EE(12'-10V2), LtE(18'-9) 44-6 0.003697 9 4-0 1208.60 9.5100 127'-0V2 0.470 9 4-0 10 (See Notes) 101 0 140 75.798 3LtE(25'-6), CV(-2.500) 76'-6% 0.002717 8 4-0 - 1208.60 10.4000 86'-6V2 2.735 8 4-0 10 (See Notes) 14'2 150 78.533 PIV(5-10), 2LtE(18-9), 1(58-6 101.101,12 0.003697 7 4-0 - 1208.60 9.5100 116-0 0.429 7 4-0 250.00 8 (See Notes) 5'0 150 78.962 LtE(16'-7) 16-7 0.014544 6 4-0 1458.60 7.7100 21'-7 0.314 6 4-0 12 (See Notes) 138'0 150 79.276 EE(15-1), LtE(20'-10%) 35.111/2 0.002251 -9.104 5 17-0 1458.60 11.3100 174-0 0.392 5 17-0 12 (See Notes) 12-0 140 70.564 3LtE(29-6), BFP(-3.202) 88.51/2 0.001596 4 17-0 1458.60 12.4600 100.51/2 3.362 4 17-0 12 (See Notes) 191 0 150 73.926 E(31'-4) 0.113 31-4 0.002251 3 17-0 1458.60 11.3100 50'-4 3 17-0 12 (See Notes) 147'4 150 74.040 E(31'-4) 31-4 0.002251 4.335 2 7-0 1458.60 11.3100 178-8 0.402 2 7-0 16 (See Notes) 10-0 150 78.777 Water Supply 0.000426 1 7-0 1458.60 15.9200 10-0 0.004 0.00 78.781 Hose Allowance At Source Total(Pt) Route I 1 1458.60 6003 23-0 16.8 99.52 1% (See Notes) 1.71/2 100 35.088 Route ..... Sprinkler, E(2'-10) 2-10 0.440550 -0.704 6103 24-7V2 99.52 1.6100 4' 514 1.972 ©M.E.P.CAD, Inc. Jill AutoSPRlNK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 10 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 6103 24-7% 11/2 (See Notes) 12'5 120 36.356 3E(4-0), T(8-0), Z, P0(8-0) 28-0 0.314419 -3.613 2462 32'-111/2 99.52 1.6100 40-5 12.710 2462 32-11% 21/2 8-0 120 45.453 0.007548 6204 32-11% 48.48 2.6350 8-0 0.060 45.513 Total(Pt) Route 2 6002 23-0 16.8 99.77 i% (See Notes) 1'-71/2 100 35.271 Route Sprinkler, E(2'-10) 2-10 0.442669 -0.704 6102 24-7% 99.77 1.6100 4-5% 1.982 6102 24-7% 1% (See Notes) 11-10 120 36.548 3E(4-0), T(8'-O), Z, P0(8-0) 28'-0 0.315932 -3.613 6202 32'-11% 99.77 1.6100 39-10 12.584 6202 32-111/2 51.03 21/2 (See Notes) 101 0 120 45.519 Flow (q) from Route 41 T(16'-5%), LtE(5'-6) 21-111/2 0.061591 -0.022 6201 33-0 150.80 2.6350 31-11% 1.969 6201 33-0 102.26 2% (See Notes) 6'6 120 47.467 Flow (q) from Route 11 T(16'-5%), P0(16-5%) 32-111/2 0.160478 0.979 216 30-9 - 253.06 2.6350 39-5% 6.332 216 30-9 6 6,-0 120 54.777 0.000334 -0.065 239 30'-11 91.36 6.3570 6'-O 0.002 239 30'-11 271.56 6 101-0 120 54.714 Flow (q) from Route 10 0.004290 -0.108 235 31-2 362.93 6.3570 10,-a 0.043 235 31-2 236.31 6 10-0 120 54.648 Flow (q) from Route 4 0.010849 -0.108 230 31-5 599.24 6.3570 10-0 0.109 230 31'-5 6 7-8% 120 54.648 0.009441 -0.084 233 31-7 I 555.86 6.3570 7-8% 0.073 233 31-7 21/2 (See Notes) 1191 9 120 54.638 mecT(16'-5Y2) 2LtE(5'-6), 2T(16'-5%), P0(16'- 51/2) 76-10% 0.005988 -0.025 203 31-8 42.78 2.6350 196-8 1.177 ,© M.E.P.CAD, inc. AutoSPRINK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 11 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 55.790 Total(Pt) Route 3 6010 23-0 16.8 100.02 11/2 (See Notes) 171,4 100 35.447 ..... Route 4 .... . Sprinkler, E(2'-10) 2-10 0.444717 -0.704 6110 24-7% 100.02 1.6100 4-5% 1.991 6110 24-71/2 1% (See Notes) 162 120 36.734 3E(4'-O), 1(8-0), Z, PO(8'-O) 28'-O 0.317394 -3.805 6210 33-5 100.02 1.6100 43'-2 13.701 6210 33-5 36.23 21/2 8-0 120 46.630 Flow (q) from Route 43 0.051047 6209 33-5 136.25 2.6350 8-0 0.408 6209 33-5 100.06 21/2 (See Notes) 13'11% 120 47.039 Flow (q) from Route 5 T(16'-5%), P0(16-5%) 32-11% 0.141382 0.975 235 31-2 236.31 2.6350 46-11 6.634 54.648 Total(Pt) Route 4 6009 23-0 16.8 100.06 11/2 (See Notes) 1-71/2 100 35.474 Route ..... Sprinkler, E(2'-10) 2-10 0.445029 -0.704 6109 24-7% 100.06 1.6100 4-5% 1.992 6109 24-7% 11/2 (See Notes) 164 120 36.762 3E(4'-O), 1(8 -0), Z, PO(8'-O) 28-0 0.317616 -3.805 6209 33-5 - 100.06 1.6100 44-4 14.082 47.039 Total(Pt) Route 5 6011 23-0 16.8 100.36 1% (See Notes) 1-71/2 100 35.687 Route ..... Sprinkler, E(2'-10) 2-10 0.447495 -0.704 6111 24-7% 100.36 1.6100 4-5% 2.003 6111 24'-7% 11/2 (See Notes) 14'0 120 36.986 3E(4'-O), T(8'-O), Z, P0(8-0) 28-0 0.319376 -3.805 6211 33-5 - 100.36 1.6100 42-0 13.414 6211 33-5 21/2 8-0 120 46.595 0.012664 6212 33-5 64.13 2.6350 8'-O 0.101 6212 33-5 100.37 2% (See Notes) 7811h/2 120 46.697 Flow (q) from Route 7 T(16-5%), P0(16-51/2) 32-11% 0.072337 0.975 209 31-2 164.50 2.6350 111-11 8.096 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 12 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Node I EIev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as 12gi"Q -1-8 1 Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 55.768 Total(Pt) Route 6 6012 23-0 16.8 100.37 1% (See Notes) 1-7% 100 35.690 Route ..... Sprinkler, E(2'-10) 7-10 0.447536 -0.704 6112 24-7% 100.37 1.6100 4-5% 2.004 6112 24-71/2 11/z (See Notes) 14'-3% 120 36.989 3E(4'-O), 1(8-0), Z, P0(8-0) 28-0 0.319405 -3.805 6212 33-5 100.37 1.6100 42-3% 13.512 46.697 Total(Pt) Route 7 6008 23-0 16.8 101.26 1% (See Notes) 1-7% 100 36.331 Route ..... Sprinkler, E(2'-10) 2-10 0.454965 -0.704 6108 24-7% 101.26 1.6100 4' 51/2 2.037 6108 24-7% 11/2 (See Notes) 15'O% 120 37.664 3E(4'-O), T(8'-O), Z, P0(8-0) 28-0 0.324708 -3.696 6208 33-2 101.26 1.6100 43-0% 13.973 6208 33'-2 34.03 2% (See Notes) 87'-6 120 47.940 Flow (q) from Route 9 T(16-5%), C(16'-S%), P0(16'- 5%) 49-5 0.050384 0.975 211 30-11 135.29 2.6350 136-11 6.899 55.814 Total(Pt) Route 8 6007 23-0 16.8 101.49 11/2 (See Notes) 1-7% 100 36.497 Route ..... Sprinkler, E(2'-10) 2'-10 0.456884 -0.704 6107 24-7% 101.49 1.6100 4.51/2 2.045 6107 24-7% 11/2 (See Notes) 14'21/2 120 37.838 3E(4-0), 1(8-0), Z, P0(8-0) 28-0 0.326077 -3.696 6207 33'-2 101.49 1.6100 42'-2% 13.767 6207 33-2 21/2 8-0 120 47.909 0.003920 6208 33'-2 34.03 2.6350 8-0 0.031 47.940 Total(Pt) Route 9 6006 23-0 16.8 101.72 1% (See I Notes) 1-7% 100 I 36.659 I Route 10 ..... Sprinkler, E(2'-10) t 2-10 I 0.458765 -0.704 6106 24-7% 101.72 1.6100 4'5% I 2.054 (,,© M.E.P.CAD, Inc. Autos PRlNK 2018 v14.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 13 I I I I I I I I I I I I I I I I Date: 11/5/2020 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (N) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 6106 24-7% 11/2 (See Notes) 13'- 101/2 120 38.009 3E(4-0), T(8-0), Z, P0(8-0) 28-0 0.327420 -3.696 6206 33'-2 101.72 1.6100 41-101/2 13.708 6206 33-2 67.47 21/2 8-0 120 48.020 Flow (q) from Route 37 0.076194 6205 33-2 169.18 2.6350 8-0 0.610 6205 33-2 102.38 2% (See Notes) 5111/2 120 48.629 Flow (q) from Route 12 LtE(5-6), P0(16-5%) 21-11% 0.182856 0.975 239 30-11 271.56 2.6350 27-11% 5.109 54.714 Total(Pt) Route 10 6001 23-0 16.8 102.26 11/2 (See Notes) 1-7% 100 37.047 Route 11 ..... Sprinkler, E(2'-10) 2'-10 0.463254 -0.704 6101 24-7% 102.26 1.6100 4-5% 2.074 6101 24-7% 1% (See Notes) 10'41/2 120 38.417 3E(4-0), T(8-0), Z, P0(8-0) 28-0 0.330623 -3.634 6201 33-0 102.26 1.6100 38-4% 12.684 47.467 Total(Pt) Route 11 6005 23-0 16.8 102.38 11/2 (See Notes) 1'71/2 100 37.135 Route 12•"•• Sprinkler, E(2'-10) 2-10 0.464269 -0.704 6105 24-71/2 102.38 1.6100 4-5% 2.079 6105 24-7% 1% (See Notes) 13'81/2 120 38.509 3E(4-0), T(8-0), Z, PO(8'-O) 28-0 0.331348 -3.696 6205 33-2 102.38 1.6100 41 -8% 13.817 48.629 Total(Pt) Route 12 210 32'-5 310.00+46.29 6 101-0 120 55.983 Route 13 ..... Flow (q) from Route 22 and 39 0.004146 0.108 _______________ 208 32'-2 356.29 6.3570 10-0 0.041 208 32-2 52.13 6 4-61/2 120 56.133 Flow (q) from Route 21 0.005338 0.050 206 32-0% 408.42 6.3570 4 -6% 0.024 206 32-0% 52.30 6 5-51/2 120 56.207 Flow (q) from Route 42 0.006671 0.059 204 31'-ll 460.72 6.3570 5-5% 0.036 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 14 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Elev I Flow added Fitting & s Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pt Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (psi) Friction(Pf) directly to (P0 and shown as (Foot) 204 31-11 52.36 6 (See 9'o% I 120 56.302 Flow (q) from Route 20 11071/2 0.099 Notes) 202 31-8 513.08 6.3570 0.008141 fl(29'-41/4, fT(38-9), C(37'-81h 119-8% 0.974 57.375 Total(Pt) Route 13 219 30-2 47.97+41.59 6 8'-0 120 56.095 Route 14 ..... Flow (q)from Route 15 and 35 -0.087 217 30-4 89.56 6.3570 0.000322 8'-O 0.003 217 30-4 36.88 6 4-6 120 56.011 Flow (q) from Route 40 -0.058 215 30-6 126.44 6.3570 0.000610 4-6 0.003 215 30-6 35.26 6 7-6 120 55.956 Flow (q) from Route 44 -0.072 213 30-8 161.70 6.3570 0.000961 7'-6 0.007 55.891 Total(Pt) Route 14 221 29-101/2 38.42+9.55 6 113h/2 I 120 56.216 ••••• Route 15•"•• Flow (q) from Route 16 and 27 -0.122 219 30-2 47.97 6.3570 0.000102 __________ 1131/2 0.001 56.095 Total(Pt) Route 15 12-0 J 120 56.346 Route 16 ..... 223 29-7 28.88+9.54 6 - Flow (q) from Route 17 and 28 -0.130 221 29-10% 38.42 6.3570 0.000067 _______________ 17-0 0.001 56.216 Total(Pt) Route 16 12-0 J 120 56.475 Route 17 ..... 226 29-3 19.34+9.54 6 Flow (q)from Route 18 and 29 J -0.130 223 29-7 28.88 6.3570 0.000040 12-0 0.000 56.346 Total(Pt) Route 17 12-0 I 120 56.605 Route 18 ..... 228 28-11% 9.80+9.53 6 Flow (q) from Route 19 and 30 -0.130 226 29-3 19.34 6.3570 0.000019 _______________ 12-0 0.000 56.475 Total(Pt) Route 18 12-0 I 120 56.736 Route 19 ..... 231 28-8 9.80 6 Flow (q) from Route 31 -0.130 228 2811h/z 9.80 6.3570 0.000005 12-0 0.000 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 15 I 1 I I I I I I I Li I I I 1 I 1 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) 56.605 Total(Pt) Route 19 233 31-7 42.78 6 8-0 120 54.638 Route 20 ..... Flow (q) from Route 3 -0.087 234 31-9% 513.08 6.3570 0.008141 8-0 0.065 234 3191/2 21/2 (See 122-31/2 120 54.616 P0(16-51/2) 76101/2 -0.047 Notes) 204 31-11 52.36 2.6350 0.008700 2LtE(5-6), 2T(16-51/2), P0(16'- 199-2 1.733 51/z) 56.302 Total(Pt) Route 20 234 31-9% 52.36 6 9-9 120 54.616 '". Route 21..... Flow (q) from Route 20 -0.106 229 3201/z 460.72 6.3570 0.006671 9 -9 0.065 229 32-0 V2 6 4-6% 120 54.575 -0.049 232 32-2 408.42 6.3570 0.005338 4'-6% 0.024 232 32-2 2% (See 117'51/2 120 54.550 Notes) P0(16-51/2) 65-11 -0.000 208 32-2 52.13 2.6350 0.008632 2T(16-5%), P0(16-5%) 183-4% 1.583 56.133 Total(Pt) Route 21 232 32-2 52.13 6 101-0 120 54.550 Route 22..... Flow (q) from Route 21 -0.108 238 32-5 356.29 6.3570 0.004146 10-0 0.041 238 32-5 6 10-0 120 54.483 -0.108 236 32-8 310.00 6.3570 0.003205 10-0 0.032 236 32-8 6 101-0 120 54.407 -0.108 237 32-11 260.54 6.3570 0.002324 10-0 0.023 237 32'-11 2% (See 1175% 120 54.321 Notes) P0(16-5%) 65-11 -0.000 214 32-11 48.59 2.6350 0.007577 2T(16'-5%), P0(16-5%) 183-41/2 1.389 214 32-11 211.96 6 10-0 120 55.710 Flow (q) from Route 23 0.108 - - 212 32-8 J 260.54 6.3570 0.002324 1 10-0 0.023 &@ M.E.P.CAD, Inc. all AutoSPRINK 2018 v14.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 16 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 5 flJ+iy9 y&J9 212 32-8 49.46 6 10-0 120 55. 842 Flow (q) from Route 33 0.109 210 32-5 310.00 6.3570 0.003205 10-0 0.032 55.983 Total(Pt) Route 22 237 32-11 48.59 6 9'-101h 120 54.321 Route 23 ..... Flow (q) from Route 22 0.020 242 32-10% 211.96 6.3570 0.001586 9-10% 0.016 242 32-10% 21/2 (See 118'0 120 54.357 P0(16-5%) 65-11 Notes) 218 32-10% 47.92 2.6350 0.007385 2T(16'-S%), P0(16-5%) 183-101/2 1.358 218 32-10% 164.04 6 9-10% 120 55.715 Flow (q) from Route 24 -0.021 - 214 32-11 211 .96 6.3570 0001586 . 9'- 101/2 0.016 55.710 Total(Pt) Route 23 10-0 120 54.357 Route 24•"•• 242 32-10% 47.92 6 Flow (q) from Route 23 0.154 243 32-6 164.04 6.3570 0.000987 10'-O 0.010 243 32-6 6 10-0 120 54.521 0.162 - - 246 32-1% 116.50 6.3570 0.000524 10-0 0.005 246 32-1% 2 (See 118'0 120 54.687 P0(12-3%) 49'-2% -0.008 Notes) 222 32-2 29.42 2.1570 0.007940 2T(12'-3%), P0(12-3%) 167-3 1.328 222 32-2 87.08 6 10-0 120 56.007 Flow (q) from Route 25 -0.154 220 32-6 116.50 6.3570 0.000524 10'-O 0.005 220 32-6 47.54 6 10-0 120 55.859 Flow (q) from Route 38 -0.154 218 32-101/2 164.04 6.3570 0.000987 10-0 0.010 55.715 Total(Pt) Route 24 10-0 120 54.687 Route 25 ..... 246 32-1% 29.42 6 Flow (q) from Route 24 0.145 247 31-9% 87.08 6.3570 0.000306 10-0 0.003 , © M.E.P.CAD, Inc. Pill AutoSPRINK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 17 I I I I I 1 1 I Li [I I I I I I I I Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Elev 1 Flow added Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Fitting s s & Device (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total __________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 247 3191/2 2 (See 118'0 120 54.836 P0(12-3%) 49-2% Notes) 224 3191/2 29.35 2.1570 0.007904 2T(12-3%), P0(12-3%) 167-2% 1.322 224 31-9% 57.73 6 10-0 120 56.158 Flow (q) from Route 26 -0.154 222 32-2 87.08 6.3570 0.000306 10'-O 0.003 56.007 Total(Pt) Route 25 247 31-9% 29.35 6 10-3% 120 54.836 Route 26 ..... Flow (q) from Route 25 0.154 250 31-5% 57.73 6.3570 0.000143 10-3% 0.001 250 31-5% 2 (See 118'0 120 54.991 P0(12-3%), C(12'-3%) 73-10 Notes) 225 31-5% 27.22 2.1570 0.006874 21(12-3%), P0(12-3%), C(12' 191-10 1.319 -3%) 225 31-5% 30.52 6 10-3% 120 56.310 Flow (q) from Route 32 -0.154 224 31-91/2 57.73 6.3570 0.000143 10-3% 0.001 56.158 Total(Pt) Route 26 245 29-10% 47.97 11/4 (See 118-0 120 55.177 Route 27 ..... Notes) P0(7-5), Flow (q) from Route 36 29-8% ________________ 221 29-10% 9.55 1.4420 0.007039 21(7-5), P0(7-5) 147-8% 1.040 56.216 Total(Pt) Route 27 245 29-10% 47.97 6 12-0 120 55.177 Route 28 ..... Flow (q) from Route 36 0.130 248 29-7 38.42 6.3570 0.000067 12-0 0.001 248 29-7 11/4 (See 118'-0 120 55.308 P0(7-5) 29'-8% Notes) 223 29-7 9.54 1.4420 0.007028 2T(7'-5), P0(7-5) 147-8% 1.038 56.346 Total(Pt) Route 28 248 29-7 9.54 6 12-0 120 55.308 Route 29 ..... Flow (q) from Route 28 0.130 249 29-3 28.88 6.3570 0.000040 12-0 0.000 ,© M.E.P.CAD, Inc. 'j11 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 18 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) __________________ Friction(Pt) 249 29-3 1% (See Notes) 118'0 120 55.438 P0(7-5) 2T(7'-5), P0(7-5) 2981/2 0.007021 -0.000 226 29-3 9.54 1.4420 147'-81/2 1.037 56.475 Total(Pt) Route 29 249 29-3 9.54 6 12-0 120 55.438 Route 3O..... Flow (q) from Route 29 0.000019 0.130 252 28'-111A 19.34 6.3570 12-0 0.000 252 28'-11% iv4 (See Notes) 118'0 120 55.569 2T(7'-5), P0(7-5) 2981/2 0.007018 228 28-11% 9.53 1.4420 147'-81/2 1.037 56.605 Total(Pt) Route 30 252 28111/2 9.53 6 (See Notes) 12-0 120 55.569 Route 31 ..... Flow (q) from Route 30 P0(37'-8%) 37-8% 0.000005 0.130 253 28'-8 9.80 6.3570 49-8% 0.000 253 28-8 (See Notes) 118-0 120 55.699 2T(7'-5), P0(7-5) 22'-3% 0.007388 231 28-8 9.80 1.4420 140'-31/2 1.036 56.736 Total(Pt) Route 31 250 31-5% 27.22 6 (See Notes) 9-71/2 120 54.991 "" Route 32 ..... Flow (q) from Route 26 P0(37-8%) 37-8% 0.000044 0.154 251 31-1 30.52 6.3570 47-4 0.002 251 31-1 2 (See Notes) 118'0 120 55.147 2T(12'-3%), P0(12-3%) 36111 0.008496 0.004 227 31-1 30.52 2.1570 154-11 1.316 227 31-1 6 9-7% 120 56.466 0.000044 -0.157 225 31-5% 30.52 6.3570 9'-7% 0.000 56.310 Total(Pt) Route 32 236 32-8 2% (See Notes) 117-51/2 T 120 54.407 Route 33 ..... P0(16-5%) 2T(16'-5%), P0(16-5%) 65-11 t 0.007830 -0.000 212 32-8 49.46 2.6350 18341/2 1.436 55.842 Total(Pt) Route 33 , © M.E.P.CAD, Inc. Rij AutoSPRiNK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 19 I I I 1 I 1 I I I I I I I I I I I I Date: 11/5/2020 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (POand shown as a Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 230 31-5 2% (See Notes) 116'11% 120 54.648 Route 34 ..... P0(16-5%) 2T(16'-5%), P0(16-5%) 65-11 0.006143 -0.000 207 31-5 43.38 2.6350 182-10 1.123 55.772 Total(Pt) Route 34 216 30-9 91.36 6 6-4% 120 54.777 Route 35 ..... Flow (q) from Route 3 0.000961 0.070 240 30-7 161.70 6.3570 6-4% 0.006 240 30-7 6 13-1% 120 54.853 0.000610 0.142 241 30-3 126.44 6.3570 13-1% 0.008 241 30-3 6 4-6 120 55.003 0.000322 0.049 244 30-2 89.56 6.3570 4-6 0.001 244 30-2 21/2 (See Notes) 117'5% 120 55.053 P0(16-5%) 21(16-51/2), P0(16-5%) 65-11 0.005683 -0.000 219 30-2 41.59 2.6350 rl 8183-4% 1.042 56.095 Total(Pt) Route 35 244 30-2 41.59 6 I 11-3% I 120 55.053 Route 36 ..... Flow (q) from Route 35 F 0.000102 0.122 245 29-10% 47.97 6.3570 j 11-3% 0.001 55.177 Total(Pt) Route 36 6207 33'-2 34.03 2% 8-0 120 47.909 Route 37 ..... Flow (q) from Route 9 0.013908 6206 33-2 67.47 2.6350 8-0 0.111 48.020 Total(Pt) Route 37 243 32-6 21/2 (See Notes) 1180 T 120 54.521 Route 38 ..... P0(16-5%) 2T(16'-5%), P0(16-5%) 65-11 t 0.007278 -0.000 220 32-6 47.54 2.6350 183-10% 1.338 55.859 Total(Pt) Route 38 238 32-5 2% (See Notes) 117-8% 120 54.483 Route 39 ..... P0(16-5%) 31(16-5%), 3LtE(5'-6), P0(16'- 51/2) 98-10 0.006927 -0.000 210 32'-5 46.29 2.6350 216-6% 1.500 55.983 Total(Pt) Route 39 ©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.4.5.O #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 20 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a nag-two Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) Friction(Pf) 241 30-3 21/2 (See Notes) 125-61/2 120 55.003 Route 40 ..... PO(16'-5%) 7LtE(5'-6), T(16-5Y2), PO(16-5 1/2), C(16'-5%) 104'-4 0.004551 -0.038 217 30-4 36.88 2.6350 229-10% 1.046 56.011 Total(Pt) Route 40 2462 32-11% 48.48 21/2 8-0 120 45.453 " Route 41"" Flow (q) from Route 2 0.008297 6202 32-11% 51.03 2.6350 8'-O 0.066 45.519 Total(Pt) Route 41 229 32-DY2 21/2 (See Notes) 122'0 120 54.575 Route 42..... PO(16'-5%) 6LtE(5'-6), mecl(16'-5%) 65-11 0.008683 0.000 206 32.01/2 52.30 2.6350 187-10% 1.632 56.207 Total(Pt) Route 42 6211 33-5 64.13 21/2 8-0 120 46.595 Route 43 ..... Flow (q) from Route 6 0.004402 6210 33-5 36.23 2.6350 8-0 0.035 46.630 Total(Pt) Route 43 240 30-7 21/2 (See Notes) 126-2 . 120 54.853 Route P0(16-5%), C(16-5%) 4T(16'-51/2), 5LtE(5'-6) 126-31/2 0.004186 0.046 215 30-6 35.26 2.6350 252-51/2 1.057 55.956 Total(Pt) Route 44 I I I I I I II I I I i I I I Fl ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 21 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #6 DRY ESFR-COOLER Equivalent Pipe Lengths of Valves and Fittings (C120 only) Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter / I Date: 11/5/2020 IC Value Multiplier I Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4* Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 #6 DRY ESFR-COOLER 11/5/2020 3:48:59PM Page 22 Hydraulic Graph Job Name: Millipore Sigma (Phase 1) N 1.85 Remote Area Number: #6 DRY ESFR-COOLER Date: 11/5/2020 150— - Water Supply Summary Sheet 135 -Z - - Node: I Static Pressure 130.000 458.60 Q 128.927 120- 105 00105.000 90 1458.60 @ 78.781 U) U) 2 a- 60— T ystem demand curve 30— 15ff 0— IIIlIIII 111111111 111111111 111111111 111111111 II 111111 I I I I I I I I I _______ 550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 11/5/2020 3:48:45PM Paqe 2 Hydraulic Calculations for Project Name: Millipore Sigma (Phase 1) Location: 2827 Whiptail Loop, Carlsbad CA, 92010, Drawing Name: 20-3548-02 Overhead Phase 1 Design Remote Area Number: #7-PRE-ACTION SYSTEM Remote Area Location: PRE-ACTION SYSTEM Occupancy Classification: Ordinary Group II Commodity Classification: ORDINARY GROUP II Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 249.04ft2) Coverage per Sprinkler: 108.00ft2 Type of sprinklers calculated Pendent No. of sprinklers calculated: 3 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 7 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 315.27 @66.022 Type of System: DRY Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson St, Poway, CA 92064 Phone Number: Name of designer: Cameron Ward Authority Having Jurisdiction: City of Carlsbad I I I I I I I I I I I Calculation Date: 11/5/2020 Allowance at Source Hose I I I I Notes: Automatic peaking results Left: N/A Right: N/A I 1 I I M M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #7-PRE-ACTIOI\ 11/5/2020 3:51:01 PM Page 1 1111 Hydrau1ic Summary :1 Job Number: 20-3548-02 Rerrtnrf flseqrurirntinn flrslintary (Zrniin II (7-PRP-Ar.TIflM SVTPM\ Job Job Number 20-3548-02 Design Engineer Cameron Ward Job Name: Millipore Sigma (Phase 1) State Centlgcatioroticense Number C16-588039 Address 1 2827 Whiptail Loop AHJ City of Carlsbad Address 2 Carlsbad CA, 92010 Job Site/Budding Address 3 Drooirg Name 20-3548-02 Overhead—Phase 1 System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 21.60 at 14.878 Occup—y Ordinary Group II Job Sulito How Allowance At Sourer 0.00 Density 0.200gpm/ft2 Area otAppiltation 1500.001t2 (Actual 249.04ft2) Additional Hose Supplies Node Flow(pom) Number SI Sprinklers Calculated! 3 Couerage Per Sptntder 108.00ft2 AutoPoak Results: Pressure For Remote Aba(s) Adjacent To Most Remote Peso Total Hose Stearns 250.00 System Flow Demand 315.27 Total Water Required (Including HooeAltoworoe) 315.27 Mao/mum Pressure Unbalance In Loops 0.000 Maximum Velocity Abose Gerund 9.42 between nodes 205 and 401 Maximum Velocity Under Ground 2.17 between nodes 6 and 7 Volume capacity or Wet Piper 11051 .46ga1 Volume capacity at Dry Pubs Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply F 130.000 105.000 8000.00 129.937 315.27 66.022 63.915 Contractor Cor000tor Number 1 Contact Name Cameron Ward Con tactr:Ia Designer Name otC00000ten Western Fire Protection Photo Cotenslen Address t 13630 Danielson St FAX Address 2 Poway, CA 92064 E-mail Address 3 Web-Site , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 11/5/2020 3:51:40PM Page 1 Summary Of Outfiowing Devices Job Number: 20-3548-02 Report Description: Ordinary Group II (#7-PRE-ACTION SYSTEM) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Rose 7 250.00 250.00 0 65.705 c Sprinkler 7001 21.60 21.60 5.6 14.878 Sprinkler 7002 21.69 21.60 5.6 14.999 Sprinkler 7003 21.98 21.60 5.6 15.406 c Most Demanding Sprinkler Data J©M.E.P.CAD, Inc. @11 AutoSPRlNK2018v14.4.5.0 11/5/2020 3:51:11PM Page I I I I I I I 1 I I I I I I I I 1 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 130.000 105.000 1 8000.00 129.937 315.27 66.022 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 7-0 Supply 66.022 315.27 7 4-0 65.705 250.00 7001 10-01A Sprinkler 14.878 21.60 7002 1001/2 Sprinkler 14.999 21.69 7003 10-0 Sprinkler 15.406 21.98 2 7-0 66.022 3 17-0 61.663 4 17'-0 61.656 5 17-0 56.642 6 4-0 65.723 8 4-0 65.703 9 4-0 63.202 10 -4-0 63.200 11 0-6 Gauge 61.254 201 3191/2 47.681 202 31-8 47.722 203 31-8 47.721 204 31-11 47.621 205 31-7 47.759 &© M.E.P.CAD, Inc. kT1 AutoSPRINK 2018 04.4.5.0 11/5/2020 3:51:14PM Paqe 4 I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 206 32-0% 47.562 207 31-5 47.830 208 32-2 47.512 209 31-2 47.938 210 32-5 47.404 211 30-11 48.047 212 32-8 47.295 213 30-8 48.155 214 32-11 47.187 215 30-6 48.228 216 30-9 48.116 217 30-4 48.286 218 32-10% 47.207 219 30-2 48.372 220 32-6 47.361 221 29-101/2 48.495 222 32-2 47.514 223 29'-7 48.625 224 31-9% 47.668 225 31-5% 47.821 226 29-3 48.755 227 31-1 47.979 228 28-11% 48.885 1&,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 11/5/2020 3:51:14PM Page 5 I I I I] I I I I I I I I 1 I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 229 32-0% 47.558 230 31-5 47.834 231 28-8 49.016 232 32-2 47.509 233 31-7 47.751 234 31-9% 47.664 235 31'-2 47.943 236 32-8 47.293 237 32-11 47.184 238 32-5 47.401 239 30-11 48.051 240 30-7 48.186 241 30-3 48.328 242 32-101/2 47.204 243 32-6 47.358 244 30-2 48.377 245 29101/2 48.499 246 32-1% 47.519 247 31-9% 47.665 248 29'-7 48.629 249 29-3 48.759 250 31-5% 47.819 251 31-1 47.972 &© M.E.P.CAD, Inc. U AutoSPRINK 2018 04.4.5.0 11/5/2020 3:51:14PM Page 6 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 252 28-111/2 48.890 253 28-8 49.020 401 32-0 31.988 7101 32-0 11.632 7102 32-0 11.801 7103 32-0 12.367 &© M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.4.5.0 11/5/2020 3:51:14PM Paqe 7 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID s s Fitting & Device Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) _________________ Friction(Pf) 7001 1001/2 5.6 21.60 1 (See Notes) 23'-6 100 14.878 Route ..... Sprinkler, 2E(1-5), P0(3-7) 6-5 0.210233 -9.533 7101 32-0 21.60 1.0490 29-11 6.287 7101 32-0 11/2 8-0 100 11.632 0.021091 7102 32-0 21.60 1.6820 8-0 0.169 7102 32-0 21.69 1% 7-5 100 11.801 Flow (q) from Route 2 0.076321 7103 32-0 43.29 1.6820 7'-5 0.566 7103 32-0 21.98 1% (See Notes) 109'8 100 12.367 Flow (q) from Route 3 3E(3'-6%), TOR3 10-7 0.163141 401 32-0 65.27 1.6820 120-31/2 19.622 401 32-0 1% (See Notes) 67'4 100 31.988 E(3-6%), 2BalV, DPV(-3.000), 3E(4'-l1%), P0(9-11) 2831/2 0.163141 0.193 205 31-7 65.27 1.6820 95-71/2 15.578 205 31-7 6 3-6 120 47.759 0.000104 -0.038 203 31-8 48.64 6.3570 3-6 0.000 203 31-8 6 (See Notes) 0'11% 120 47.721 fT(29'-41/z), fT(38-9), C(37'-8% 110-7% 0.000096 -0.010 202 31-8 46.50 6.3570 111-7 0.011 202 31-8 18.76 8 (See Notes) 10-4 120 47.722 Flow (q) from Route 4 LtE(15-3), TOR 15-3 0.000050 -0.042 201 31-9% - 65.27 8.2490 26-7 0.001 201 31-9% 8 (See Notes) 35111/2 120 47.681 f(-0.000), BV(14'-l), 3LtE(15'-3 ), P0(41-11/2), CV(52-10), BOR 153'-10% 0.000050 13.564 11 0-6 65.27 8.2490 189'-10 0.010 11 0-6 10 (See Notes) 4'6 140 61.254 LtE(25'-6) 25-6 0.000012 1.945 10 4-0 65.27 10.4000 30-0 0.000 10 4-0 10 (See Notes) 82'6% 150 63.200 2EE(12'-lO%), LtE(18'-9) 44'-6 0.000017 9 4-0 65.27 9.5100 127-0% 0.002 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 f7-PRE-ACTION SYSTE 11/5/2020 3:51:17PM Page 8 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 9 4-0 10 (See Notes) 101 0 140 63.202 3LtE(25-6), CV(-2.500) 76-6% 0.000012 8 4-0 65.27 10.4000 86-61/2 2.501 8 4-0 10 (See Notes) 14'2 150 65.703 PIV(5-10), 2LtE(18'-9), T(58'-6 1/2) ioi'-iov2 0.000017 7 4-0 65.27 9.5100 116-0 0.002 7 4-0 250.00 8 (See Notes) 51 0 150 65.705 LtE(16-7) 16'-7 0.000855 6 4-0 315.27 7.7100 21-7 0.018 6 4-0 12 (See Notes) 138'0 150 65.723 EE(15-1), LtE(20'-101,4) 35-11% 0.000132 -9.104 5 17-0 315.27 11.3100 174-0 0.023 5 17-0 12 (See Notes) 12'0 140 56.642 3LtE(29'-6), BFP(-5.004) 88'-5% 0.000094 4 17-0 315.27 12.4600 100-5% 5.014 4 17-0 12 (See Notes) 191 0 150 61.656 E(31-4) 31' 0.000132 3 17-0 - 315.27 11.3100 50'-4 0.007 3 17-0 12 (See Notes) 147'4 150 61.663 E(31-4) 31-4 0.000132 4.335 2 7-0 315.27 11.3100 178-8 0.024 2 7-0 16 (See Notes) 10-0 150 66.022 Water Supply 0.000025 1 7-0 315.27 15.9200 10'-O 0.000 0.00 66.022 Hose Allowance At Source Total(Pt) Route 1 1 315.27 7002 10-01/2 5.6 21.69 1 (See Notes) 23-6 100 14.999 Route ..... Sprinkler, 2E(1-5), P0(3-7) 6-5 0.211818 -9.533 7102 32-0 21.69 1.0490 29-11 6.335 11.801 Total(Pt) Route 2 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7-PRE-ACTION SYSTEI 11/5/2020 3:51:17PM Page 9 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Eiev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as ___ _____________ __________ __________ (Foot) ___________ ______________ __________________ 7003 10-0 5.6 21.98 1 (See I 23-6 100 15.406 Route ..... 6-5 -9533 Notes) Sprinkler, 7103 32-0 21.98 1.0490 0.217132 2E(1'-5), P0(3-7) 29-11 6.494 12.367 Total(Pt) Route 3 210 32-5 11.34+1.69 6 10-0 120 47.404 •••"Route4 ..... Flow (q) from Route 12 and 24 0.108 208 32-2 13.03 6.3570 0.000009 10,-0 0.000 208 32-2 1.91 6 4-6% 120 47.512 Flow (q) from Route 11 0.050 206 32-0 V2 14.94 6.3570 0.000012 4-6% 0.000 206 32.0h/z 1.91 6 5-5% 120 47.562 Flow (q) from Route 28 0.059 204 31-11 16.85 6.3570 0.000015 551/2 0.000 204 31'-11 1.91 6 (See 901/2 120 47.621 Flow (q) from Route 5 110-7% 0.099 Notes) 31-8 18.76 ; 6.3570 0.000018 '-g), C(37-8V2 fT(29'-4%), fT(38rl19 - 8% 0.002 ) 47.722 Total(Pt) Route 4 203 31-8 21/2 (See 119-9 120 47.721 Route 5 ..... P0(16-5%) 76-10% 0.025 Notes) 233 31-7 2.14 2.6350 0.000023 21(16.51/2), 2LtE(5-6), mecl( 196-8 0.005 16.51/2) 233 31-7 16.63 6 8-0 120 47.751 Flow (q) from Route 6 -0.087 234 31-9% 18.76 6.3570 0.000018 8-0 0.000 234 31-9% 21/2 (See 122'3% 120 47.664 Notes) PO(16-51/z) 76101/ -0.047 204 31-11 1.91 2.6350 0.000019 2LtE(5'-6), 2T(16-5%), P0(16'- 199-2 0.004 5%) 47.621 Total(Pt) Route 5 205 31-7 48.64 6 6-6 120 47.759 ••••• Route 6 ..... Flow (q) from Route 1 0.071 207 31-5 16.63 6.3570 0.000014 6-6 0.000 207 31-5 6 10-0 120 47.830 0.108 209 31-2 14.36 6.3570 0.000011 10'-o 0.000 (/,© M.E.P.CAD, Inc. ill AutoSPRINK 2018 04.4.5.0 7-PRE-ACTION SYSTEI 11/5/2020 3:51:17PM Page 10 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTON SYSTEM Date: 11/5/2020 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 209 31-2 6 9-11 V2 120 47.938 0.000008 0.108 211 30-11 12.15 6.3570 9-11% 0.000 211 30-11 6 10-0% 120 48.047 0.000006 0.109 213 30-8 10.02 6.3570 1001/2 0.000 213 30-8 6 7-6 120 48.155 0.000004 0.072 215 30-6 8.20 6.3570 7'-6 0.000 215 30-6 6 4-6 120 48.228 0.000002 0.058 217 30-4 6.41 6.3570 4'-6 0.000 217 30-4 6 8,-0 120 48.286 0.000001 0.087 219 30-2 4.54 6.3570 8-0 0.000 219 30-2 6 1131/2 120 48.372 0.122 221 29-10% 2.43 6.3570 0.000000 113h/2 0.000 221 29-10% 6 12-0 120 48.495 0.130 223 29'-7 1.95 6.3570 0.000000 12-0 0.000 223 29-7 6 12-0 120 48.625 0.000000 0.130 226 29-3 - - 1.46 6.3570 12-0 0.000 226 29'-3 6 12-0 120 48.755 0.000000 0.130 228 28-111/2 0.98 6.3570 12-0 0.000 228 28'-111/2 6 (See Notes) 12'0 120 48.885 PO(37'-81/2) 37'-8% 0.000000 0.130 231 28-8 0.50 6.3570 49-8% 0.000 231 28'-8 1% (See Notes) 1181 0 120 49.016 21(7-5), PO(T-5) 22-3% 0.000030 253 28-8 0.50 1.4420 140-3% 0.004 ©M.E.P.CAD, Inc. ill AutoSPRlNK2O18v14.4.5.O 7-PRE-ACTION SYSTE 11/5/2020 3:51:17PM Page 11 Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Eiev I Flow added s Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Eiev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev2 Total Flow Actual ID Length Loss Per Unit when applicable, are added ________ Total ______________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 253 28-8 6 12-0 120 49.020 -0.130 252 28'-11% 0.50 6.3570 0.000000 12-0 0.000 252 28-11% 0.48 6 12-0 120 48.890 Flow (q) from Route 21 -0.130 249 29-3 0.98 6.3570 0.000000 12-0 0.000 249 29-3 0.48 6 12-0 120 48.759 Flow (q) from Route 18 -0.130 248 29-7 1.46 6.3570 0.000000 12'-0 0.000 248 29-7 0.48 6 12'-O 120 48.629 Flow (q) from Route 19 -0.130 245 29-10% 1.95 6.3570 0.000000 12-0 0.000 245 29-10% 0.48 6 11 3 V-31/2 120 48. 499 Flow (q)from Route 17 -0.122 244 30-2 2.43 6.3570 0.000000 1131/2 0.000 244 30-2 2.11 6 4'-6 120 48.377 Flow (q) from Route 10 -0.049 241 30-3 4.54 6.3570 0.000001 4-6 0.000 241 30-3 1.87 6 13-1% 120 48.328 Flow (q) from Route 26 -0.142 - 240 30-7 6.41 6.3570 0.000002 13-1% 0.000 240 30'7 1.79 6 6-4% 120 48.186 Flow (q) from Route 27 -0.070 216 30-9 8.20 6.3570 0.000004 6-4% 0.000 216 30-9 1.83 6 6-0 120 48.116 Flow (q) from Route 9 -0.065 239 30-11 i 10.02 6.3570 0.000006 6'-O 0.000 239 30'-11 2.13 6 10-0 120 48. 051 Flow (q) from Route 25 -0.108 235 31-2 12.15 6.3570 0.000008 10'-0 0.000 235 31-2 2.21 6 10-0 120 47. 943 Flow (q) from Route 8 -0.108 230 31-5 14.36 6.3570 0.0000 11 10'-o 0.000 &© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7-PRE-ACTION SYSTEt 11/5/2020 3:51:17PM Page 12 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a -1- -riegaU,e Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 230 31-5 2.27 6 T 781/2 120 47.834 Flow (q) from Route 7 0.000014 -0.084 233 31-7 16.63 6.3570 7-8% 0.000 47.751 Total(Pt) Route 6 207 31-5 2% (See Notes) J 116-111/2 120 47.830 Route ..... P0(16'-5%) 2T(16'-5%), P0(16-5%) t 65-11 0.000026 0.000 230 31-5 2.27 2.6350 182-10 0.005 47.834 Total(Pt) Route 7 209 31-2 21/2 (See Notes) T 116111/2 120 47.938 Route ..... P0(16-51/2) 2T(16'-5%), PO(16-5%) 65-11 0.000025 0.000 235 31-2 2.21 2.6350 I 182'-10 0.005 47.943 Total(Pt) Route 8 213 30-8 21/2 (See Notes) 124-6 120 48.155 Route ..... PO(16'-5%) 31(16-5%), 7LtE(5'-6), P0(16'- 5%) 120'-9% 0.000018 -0.043 216 30-9 1.83 ____ 2.6350 245'-3% 0.004 48.116 Total(Pt) Route 9 219 30-2 21/2 (See Notes) 117-5% 120 48.372 Route 10 ..... P0(16-51/2) 2T(16'-5%), P0(16-5%) 65-11 0.000023 0.000 244 30-2 2.11 2.6350 183-41/2 0.004 48.377 Total(Pt) Route 10 234 31-9% 1.91 6 9-9 120 47.664 Route 11 ..... Flow (q) from Route 5 0.000015 -0.106 229 32-0% 16.85 6.3570 9-9 0.000 229 32-0% 6 4-6% 120 47.558 0.000012 -0.049 232 32-2 14.94 6.3570 4-6% 0.000 232 32-2 21/2 (See Notes) 117'51/2 1 120 47.509 P0(16-5%) 2T(16'-5%), P0(16-5%) 65-11 0.000019 -0.000 208 32-2 1.91 2.6350 183-4% 0.003 47.512 Total(Pt) Route 11 232 32-2 1.91 6 10-0 120 47.509 Route 12 ..... Flow (q) from Route 11 0.000009 -0.108 238 32'-5 13.03 6.3570 101-0 0.000 ,© M.E.P.CAD, Inc. R11 AutoSPRINK 2018 04.4.5.0 t7-PRE-ACTION SYSTEF 11/5/2020 3:51:17PM Page 13 [1 I I I I I I I I I I I I I [1 I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 238 32-5 6 10-0 120 47.401 -0.108 236 32'-8 11.34 6.3570 0.000007 10-0 0.000 236 32-8 6 10-0 120 47.293 -0.108 237 32-11 9.53 6.3570 0.000005 10-0 0.000 237 32-11 21/z (See 11751/2 120 47.184 PO(16-5%) 65-11 -0.000 Notes) 214 32-11 1.78 2.6350 0.000017 21(16'-5%), P0(16-51/2) 183-4% 0.003 214 32'-11 7.75 6 10-0 120 47.187 Flow (q) from Route 13 0.108 212 32-8 9.53 6.3570 0.000005 10-0 0.000 212 32-8 1.81 6 10,-U 120 47.295 Flow (q) from Route 22 0.109 210 32-5 11.34 6.3570 0.000007 10'-O 0.000 47.404 Total(Pt) Route 12 237 32-11 1.78 6 9-10% 120 47.184 Route 13 Flow (q) from Route 12 0.020 242 32-10% 7.75 6.3570 0.000003 9-10% 0.000 242 32-101/2 2% (See 118'0 120 47.204 65-11 P0(16-5%) Notes) 218 32-10% 1.75 2.6350 0.000016 2T(16'-5%), P0(16-5%) 183'-101/2 0.003 218 32'-101A 6.00 6 9-10% 120 47.207 ______ Flow (q) from Route 14 -0.021 214 32'-11 7.75 6.3570 0.000003 9-10% 0.000 47.187 Total(Pt) Route 13 242 32-10% 1.75 10-0 6 120 47.204 Route 14 Flow (q) from Route 13 0.154 243 32-6 6.00 6.3570 0.000002 101-0 0.000 243 32-6 6 10-0 120 47.358 0.162 246 32-1% 4.26 6.3570 0.000001 10,-0 0.000 &© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 07-PRE-ACTION SYSTEF 11/5/2020 3:51:17PM Page 14 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pt) directly to (P0 and shown as 246 32-1 V2 2 (See 118'0 120 47.519 P0(12-3%) 49-2% -0.008 Notes) 222 32-2 1.08 2.1570 0.000017 2T(12'-3%), P0(12-3%) 167'-3 0.003 222 32-2 3.18 6 10-0 120 47.514 Flow (q) from Route 15 -0.154 220 32-6 4.26 6.3570 0.000001 10,-a 0.000 220 32-6 1.74 6 101-0 120 47.361 ______ Flow (q) from Route 23 -0.154 218 32101/2 6.00 6.3570 0.000002 10,-a 0.000 47.207 Total(Pt) Route 14 246 32 11/2 1.08 6 10-0 120 47.519 Route 15 ..... Flow (q) from Route 14 0.145 247 31-9% 3.18 6.3570 0.000001 10-0 0.000 247 31-9% 2 (See 118'0 120 47.665 PO(12'-3%) 4921h Notes) 224 31-9% 1.07 2.1570 0.000017 2T(12'-3%), P0(12-31/2) 167-2% 0.003 224 3191/2 2.11 6 10-0 120 47.668 ______ Flow (q) from Route 16 -0.154 222 32-2 3.18 6.3570 0.000001 10-0 0.000 47.514 Total(Pt) Route 15 10-3% 120 47.665 Route 16 ..... 247 31-9% 1.07 6 Flow (q) from Route 15 0.154 250 31-5% 2.11 6.3570 0.000000 103h/2 0.000 250 31-5% 2 (See 118'0 120 47.819 PO(12-31/z), C(12'-3%) 73'- 10 Notes) 225 31-5% 1.00 2.1570 0.000015 21(12-3%), P0(12-3%), C(12' 191-10 0.003 -31/2) 22 31-5% 1.12 6 10-3% 120 47.821 Flow (q) from Route 20 -0.154 224 31-9% 2.11 6.3570 0.000000 10-3% 0.000 47.668 Total(Pt) Route 16 221 29-10% 114 (See 118'-0 120 48.495 Route 17 ..... P0(7-5) 29-8% Notes) 245 29-10% 0.48 1.4420 0.000028 2T(7'-5), PO(7'-5) 147-81/2 0.004 ,©M.E.P.CAD, Inc. Auto5PRlNK2018v14.4.5.0 97-PRE-ACTION SYSTE 11/5/2020 3:51:17PM Page 15 171 I I El I 1 I I I I I I I I I I I Job Name: Millipore Sigma (Phase 1) I Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 48.499 J Total(Pt) Route 17 ] 226 29-3 1v4 (See Notes) 118'0 120 48.755 •••" Route 18 ..... PO(7'-5) 21(7-5), P0(7'-5) 2981,4 0.000028 0.000 249 29-3 0.48 1.4420 147-81/2 0.004 48.759 Total(Pt) Route 18 223 29-7 11/4 J (See Notes) 1.4420 118'-0 120 48.625 Route 19 ..... P0(7-5) 21(7-5), P0(7-5) 2981/2 0.000028 248 29-7 0.48 147'-81/2 0.004 48.629 Total(Pt) Route 19 250 31-5% 1.00 6 (See Notes) 971, 120 47.819 ••"• Route 2O ..... Flow (q) from Route 16 PO(37'-81/2) 37-8% 0.000000 0.154 251 31-1 1.12 6.3570 47-4 0.000 251 31-1 2 (See Notes) 118-0 120 47.972 2T(12'-31/2), P0(12-3%) 36-11 0.000019 0.004 227 31-1 1.12 2.1570 154-11 0.003 227 31-1 6 971/2 120 47.979 0.000000 -0.157 225 31-5% 1.12 6.3570 9'-7% 0.000 47.821 Total(Pt) Route 20 228 28-11% 11/4 (See Notes) 118-0 120 48.885 ••••• Route 2I ..... P0(7-5) 21(7-5), P0(7-5) 29'-81/2 0.000028 252 28'-111/2 - 0.48 1.4420 147-81/2 0.004 48.890 Total(Pt) Route 21 236 32-8 21/z (See Notes) 117-5% 120 47.293 Route 22 ..... P0(16-5%) 2T(16'-5%), PO(16'-5%) 65-11 0.000017 -0.000 212 32-8 - 1.81 2.6350 183-41/2 0.003 47.295 Total(Pt) Route 22 243 32-6 21/2 (See Notes) 118-0 120 47.358 "•• Route 23..... P0(16-5%) 21(16'-5%), P0(16-5%) 65-11 0.000016 -0.000 220 32'-6 1.74 2.6350 183-10% 0.003 47.361 Total(Pt) Route 23 ,,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 t7-PRE-ACTION SYSTEF 11/5/2020 3:51:17PM Page 16 I I Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Date: 11/5/2020 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (P0 and shown as 238 32-5 21/2 (See 117-8% 120 47.401 Route 24 ..... 98-10 -0.000 Notes) PO(16'-51/2) 210 32-5 1.69 2.6350 0.000015 3T(16'-5%), 3LtE(5'-6), P0(16'- 216-6% 0.003 5%) 47.404 Total(Pt) Route 24 211 30-11 2% (See 1 117-5% 120 48.047 Route 25 ..... P0(16-5%) 71'-4% I 0.000 Notes) 239 30'-11 2.13 2.6350 0.000023 T(16-5%), C(16'-5%), LtE(5'-6) 188-10% 0.004 P0(16-5%) 48.051 Total(Pt) Route 25 217 30-4 2% (See 125-61/2 120 48.286 Route 26""• P0(16-5%), C(16-5%) 104-4 0.038 Notes) 241 30-3 1.87 2.6350 0.000018 1(16-5%), 7LtE(5'-6), P0(16-5 229'-10% 0.004 48.328 Total(Pt) Route 26 215 30-6 2% (See 1262 120 48.228 Route 27 ..... 126-3% -0.046 Notes) T(16'-5%) 240 30-7 1.79 2.6350 0.000017 3T(16'-5%), 5LtE(5'-6), P0(16'- 252-5% 0.004 5%),_C(16'-5%) 48.186 Total(Pt) Route 27 229 32-0% 21/2 (See 122'0 120 47.558 Route 28 ..... 65-11 0.000 Notes) P0(16-5%) 206 32-0% 1.91 2.6350 0.000019 6LtE(5'-6), mecl(16'-5%) 187-10% 0.004 47.562 Total(Pt) Route 28 I I I 1 I 1 I 1 II I I 1 ,,©M.E.P.CAD, Inc. AutoSPRINK2018v14.45.0 7-PRE-ACTION SYSTEF 11/5/2020 3:51:17PM Page 17 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter / IC Value Multiplier • Value Of 100 130 140 151 Multiplying Factor 0.713 1.16 1.33 1.5 I Date: 11/5/2020 HI 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 DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,© M.E.P.CAD, Inc. Pill AutoSPRINK 2018 v14.4.5.0 7-PRE-ACTION SYSTEI 11/5/2020 3:51:17PM Page 18 CL 6C 45 35 15 Job Name: Millipore Sigma (Phase 1) Remote Area Number: #7-PRE-ACTION SYSTEM 150 - Available. Static Pressure Supply— 130.000 11,21 _________________ Water Supply Summary Sheet Node: I - ,..000 8000000105 - 31 5.27 66.022 System demand curve ll1_I.JJ.I.J.I.IIIIIIII! 111111111 11111111 111111111 liii liii 11111111 111111111 I I I I I I I I 6200 7750 10850 9300 12400 13950 15500 Flow - gpm IM.,©M.E.P.CAD, Inc. 1I AutoSPRINK 2018 04.4.5.0 11/5/2020 3:51:03PM Page — — - - -- — -. _- — --- Hydraulic Graph N 1.85 Date: 11/5/2020 Western Fire Protection Inc. Millipore Sigma (Phase 1) 2827 Whiptail Loop West Carlsbad, CA 92010 Automatic Wet Fire Sprinkler System 20-3548-02 Seismic Load Calculations rm FP 2036 EXPIRES ON: j 9/30/21 .J4A CM- (J No exceptions noted o Rejected C] Submit specified item 0 Implement exceptions noted E] Revise and resubmit This review Is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Corrections or comments made on the shop drawings dating this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not incised approval vine assembly of which the item Is component. Contractor is responsible for. dimensions lobe confirmed and correlated at the job site; Information that pertains solely to the fabrication processes or to the means, methods. techniques, sequences, and procedures at construction; coordination 01 hiuiher work with that of all other trades; and for performing all work in a sate and satisfactory manner. date 11/18/2020 FØAN by Michael Harris ACO I flit 11-6-2020 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 5134949 • Fax: (858) 513-1322 1 TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Milipore Sigma Address: 13630 Danielson Street Poway, CA 92064 2827 Whiptail Loop West Phone: 858-513-4949 Carlsbad, CA 92010 License: 488547 Job #20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOIM Component Listed Load Adjusted Load Diameter of Brace 1.25" Sch.40 Fig. 4L Clamp 830 lbs (376 kg) 830 lbs (376 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.825 Along Beam 770 lbs (349 kg) N/A Angle of Brace 600 Mm. "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54' (14 mm) Seismic Brace Assembly Detail LIR Value 200 TOLCO FIG. 825 Max Horizontal Load 2173 lbs (986 kg) BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM ADDroved Loa ds TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type F Fastener Type Fig.825 Along Beam _ Diameter N/A TOLCO FIG. 4L PIPE CLAMP FOR Length N/A >\ç SWAY BRACING Maximum Load 770 lbs (349 kg) Brace Identification on Plans SB-i 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 Total Length Weight Per Unit Length Total Weight 6" (1150 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 rn) 23.03 lb/ft (34.27 kg/m) 921 lbs (418 kg) Subtotal Weight 921 lbs (418 kg) Wp (incl. 15%) 1059 lbs (480 kg) Main Size Type/Sch. - 6" Sch. 10 Spacing (ft) 40 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 553 lbs (251 kg) N/A I iirae - version o, use or i ULrace'" Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Millpore Sigma Job # 20-3548-02 2827 Whiptail Loop West Brace Identification SB-i 6 Longitudinal Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 6 Sch.10 Steel Pipe Spacing of Brace 40 0 (12.19 m) Orientation of Brace Longitudinal Bracing Material 1.25 Sch.40 Maximum Brace Length 9'0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence I I I I I 1 I I FT.N I I I G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 553 lbs (251 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 770 lbs (349 kg) Fig. 4L Clamp 830 lbs (376 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Bar Joist 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 TOLBrac&° 8 Visit us at www.tolco.com I I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millpore Sigma Address: 13630 Danielson Street Poway, CA 92064 2827 Whiptail Loop West Phone: 858-513-4949 Carlsbad, CA 92010 License: 488547 Job #20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" Sch.40 Fig. 4LA Clamp 2820 lbs (1279 kg) 2820 lbs (1279 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.825 Across Beam 1670 lbs (758 kg) N/A Angle of Brace 60° Min. *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 0.54" (14 mm) Seismic Brace Assembly Detail L/RValue 200 Max Horizontal Load 2173 lbs (986 kg) Other Requirements - FM Approved Loads MAY MAca PWE Fastener Information V Orientation to Connecting Surface NFPA Type I Fastener Type Fig.825 Across Beam I4$flhTMAOPG4LA Diameter N/A Length N/A Maximum Load 1670 lbs (758 kg) (r.,ripa Brace Identification on Plans SB-2 6" Lateral Zone 1 Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 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 20 ft (6.1 m) 20 ft (6.1 rn) 23.03 lb/ft (34.27 kg/m) 461 lbs (209 kg) 2.5" (65 mm) Sch. 10 204 ft (62.2 m) 204 ft (62.2 m) 5.89 lb/ft (8.77 kg/m) 1202 lbs (545 kg) Subtotal Weight 1663 lbs (754 kg) Wp (incl. 15%) 1912 lbs (867 kg) Main Size - 6' Type/Sch. Sch. 10 Spacing (ft) 20 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 998 lbs (453 kg) 4039 lb (18327g) I vorace version e use or i uLrace " is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Milipore Sigma Job # 20-3548-02 2827 Whiptail Loop West %We ft Brace Identification SB-2 6 Lateral Zone 1 Brace Type (Per NFPA#13) NFPA Type I Braced Pipe (ft) 6 Sch.10 Steel Pipe Spacing of Brace 20 0 (6.1 m) Orientation of Brace Lateral Bracing Material 1.25 Sch.40 Maximum Brace Length 9'0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6° Sch.10 Steel Pipe (152.4 mm) 20 ft (6.1 m) 2.5 Sch.10 Steel Pipe (63.5 mm) 204 ft (62.2 m) [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 997 lbs (452 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1670 lbs (758 kg) Fig. 4LA Clamp 2820 lbs (1279 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Bar Joist 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: Milipore Sigma Address: 13630 Danielson Street ETON Poway, CA 92064 2827 Whiptail Loop West Phone: 858-5134949 Carlsbad, CA 92010 License: 488547 Job # 20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" Sch.40 Fig. 4L Clamp 830 lbs (376 kg) 830 lbs (376 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) 2310 lbs (1048 kg) Type of Brace Sch. 10 Fig.825 Across Beam 1670 lbs (758 kg) N/A Angle of Brace 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail LIR Value 200 TOLCO FIG. 825 Max Horizontal Load 2173 lbs (986 kg) BAR JOIST SWAY BRACE ATFACHMENT Other Requirements - FM Approved Loads TOLCO FIG. 980 0 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type F Fastener Type Fig.825 Across Beam Diameter N/A TOLCO FIG. 4L PIPE CLAMP FOR Length N/A SWAY BRACING Maximum Load 1670 lbs (758 kg) Brace Identification on Plans SB-3 8" Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way F Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5217 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8' (200 mm) Sch. 10 32 ft (9.8 m) 32 ft (9.8 m) 40.08 lb/ft (59.65 kg/m) 1283 lbs (582 kg) Subtotal Weight 1283 lbs (582 kg) Wp (incl. 15%) 1475 lbs (669 kg) Main Size Type/Sch. 8" Sch. 10 Spacing (ft) 32 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 770 lbs (349 kg) N/A (I U!-race ' version B} Use of TOLBrace° is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Millpore Sigma Job # 20-3548-02 E1TN 2827 Whiptail Loop West Pcwedeg Badness 144t1thIqje Brace Identification SB-3 8" Longitudinal Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 8 Sch.10 Steel Pipe Spacing of Brace 32'0" (9.75 m) Orientation of Brace Longitudinal Bracing Material 1.25 Sch.40 Maximum Brace Length 9 0 (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence & Sch.10 Steel Pipe (203.2 mm) I 32 ft (9.8 m) G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 769 lbs (349 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1670 lbs (758 kg) Fig. 4L Clamp 830 lbs (376 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Bar Joist Calculations prepared by Cameron Ward * 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 lOLBrace'° 8 Visit us at www.tolco.com I I I I I I I I I I I I I I I 1-J, El I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millpore Sigma Address: 13630 Danielson Street Poway, CA 92064 - 2827 Whiptail Loop West Phone: 858-513-4949 Carlsbad, CA 92010 License: 488547 Job # 20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" 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.825 Across Beam 1670 lbs (758 kg) N/A Angle of Brace 60° Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO components Only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 2173 lbs (986 kg) TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads o TOLCO FIG. 980 Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT 0 Orientation to Connecting Surface NFPA Type F STEEL PIPE Fastener / Type Fig.825 Across Beam 7 // Diameter N/A + Length N/A Maximum Load 1670 lbs (758 kg) TOLCO FIG. 1001 FAST CLAMP Brace Identification on Plans SB-4 8 Lateral Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.5217 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8" (200 mm) Sch. 10 32 ft (9.8 m) 32 ft (9.8 m) 40.08 lb/ft (59.65 kg/m) 1283 lbs (582 kg) Subtotal Weight 1283 lbs (582 kg) Wp (incl. 15%) 1475 lbs (669 kg) Main Size Type/Sch. - 8..Sch. 10 Spacing (ft) 32 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 770 lbs (349 kg) 2269 lb (1029 kg) I iJL.orace - version at use OT I uLbrace" Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Milipore Sigma Job # 20-3548-02 2827 Whiptail Loop West Brace Identification SB-4 8 Lateral Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 8° Sch.10 Steel Pipe Spacing of Brace 32'0" (9.75 m) Orientation of Brace Lateral Bracing Material 1.25 Sch.40 Maximum Brace Length 9 0 (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence I I I I I I I I ETO evshow N WWWWWO G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 769 lbs (349 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1670 lbs (758 kg) Fig. 1001 Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Br Joist 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 TOLBrac&° 8 Visit us at www.tolco.com I I I I I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Milipore Sigma Address: 13630 Danielson Street T.N Poway, CA 92064 2827 Whiptail Loop West Phone: 858-513-4949 Carlsbad, CA 92010 License: 488547 Job # 20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" 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.825 Across Beam 1670 lbs (758 kg) N/A Angle of Brace 60° Min. *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 0.54" (14 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 2173 lbs (986 kg) TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads TOLCO FIG. 980 0 Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Oil Orientation to Connecting Surface NFPA Type F STEEL PIPE Fastener Type Fig.825 Across Beam / Diameter N/A + / Length N/A Maximum Load 1670 lbs (758 kg) TOLCO FIG. 1001 / FAST CLAMP Brace Identification on Plans SB-S 6" Lateral Zone 4 Prying Factor N/A Brace Type Lateral[X] Longitudinal [ ] 4-Way [1 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 40 ft (12.2 m) 40 ft (12.2 m) 23.03 lb/ft (34.27 kg/m) 921 lbs (418 kg) 2" (50 mm) Sch. 10 110 ft (33.5 m) 110 ft (33.5 m) 4.22 lb/ft (6.28 kg/m) 464 lbs (210 kg) Subtotal Weight 1385 lbs (628 kg) Wp (id. 15%) 1593 lbs (722 kg) Main Size 6" Type/Sch. Sch. 10 Spacing (ft) 40 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 831 lbs (377 kg) 1900 lb (861 kg) {TOLBrace Version 81 Use of TOLBrace is subject to terms and conditions per the end user license agreement I I I I I I I Lfl I I I I I I Li I U I I TOLBraceTM Seismic Calculations Milipore Sigma Job # 20-3548-02 2827 Whiptail Loop West Pctidng&ithsibdthide Brace Identification SB-5 6 Lateral Zone 4 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 6 Sch.10 Steel Pipe Spacing of Brace 40 0 (12.19 m) Orientation of Brace Lateral Bracing Material 1.25 Sch.40 Maximum Brace Length 9 0 (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 600 Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6 Sch.10 Steel Pipe (152.4 mm) 140 ft (12.2 m) ? Sch.10 Steel Pipe (50.8 mm) 1 110 ft (33.5 m) I I I I I I I I I I El G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 831 lbs (377 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1670 lbs (758 kg) Fig. 1001 Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Bar Joist Calculations prepared by Cameron Ward * The description of the Structural Member is for informational purposes only. T01-13race'0 software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'0 8 Visit us at www.tolco.com I I I I I I I I TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Millpore Sigma Address: 13630 Danielson Street FAXON Poway, CA 92064 2827 Whiptail Loop West Phone: 858-513-4949 Carlsbad, CA 92010 License: 488547 Job #20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length TO" (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.825Across Beam 1670 lbs (758 kg) N/A Angle of Brace 60° Mm. *Calculation Based on CONCENTRIC Loading Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. 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. 825 - - - - BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads TOLCO FIG. 980 o Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT oI Orientation to Connecting Surface NFPA Type F STEEL PIPE Fastener / Type Fig.825 Across Beam / / Diameter N/A • Length N/A Maximum Load 1670 lbs (758 kg) TOLCO FIG. 1001 / FAST CLAMP Brace Identification on Plans SB-6 4" Lateral Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp 0.5217 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4(100mm) Sch. 10 30 ft (9.11 m) 30 ft (9.1 m) 11.78 lb/ft (17.53 kg/m) 353 lbs (160 kg) 1.25" (32 mm) Sch. 10 52 ft (15.8 m) 52 ft (15.8 m) 2.52 lb/ft (3.75 kg/m) 131 lbs (59 kg) 1' (25 mm) Sch. 40 2 ft (0.6 m) 2 ft (0.6 m) 2.05 lb/ft (3.05 kg/m) 4 lbs (2 kg) Subtotal Weight 488 lbs (221 kg) Wp (incl. 15%) 561 lbs (255 kg) Main Size 4• Type/Sch. Sch. 10 Spacing (ft) 30 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 293 lbs (133 kg) 1071 lb (485 kg) I UL-brace version d Use or TOLbrace is subject to terms and Conditions per the end user license agreement TOLBraceTM Seismic Calculations Millpore Sigma Job # 20-3548-02 E!mIT1I 2827 Whiptail Loop West Pvstvdeg9usiosWaddwfda Brace Identification SB-6 4' Lateral Brace Type (Per NFPA#13) NFPA Type F 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.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4 Sch.10 Steel Pipe (101.6 mm) 30 ft (9.1 m) 1.25 Sch.10 Steel Pipe (31.75 mm) 152 ft (15.8 m) 1' Sch.40 Steel Pipe (25.4 mm) 12 ft (0.6 m) G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 293 lbs (133 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1670 lbs (758 kg) Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Bar Joist Calculations prepared by Cameron Ward * The description of the Structural Member is for informational purposes only. T01-Brace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolcs.com TOLBraceTM Seismic Bracing Calculations Contractor: Western Fire Protection Project Address: Milipore Sigma Address: 13630 Danielson Street Poway, CA 92064 2827 Whiptail Loop West Phone: 858-5134949 Carlsbad, CA 92010 License: 488547 Job #20-3548-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOIM 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.825 Along Beam 770 lbs (349 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 L/RValue 200 TOLCO FIG. 825 Max Horizontal Load 1604 lbs (728 kg) BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads TOLCO FIG. 980 0 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type I Fastener / Type Fig.825 Along Beam Diameter N/A TOLCO FIG. 4L PIPE CLAMP FOR Length N/A SWAY BRACING Maximum Load 770 lbs (349 kg) Brace Identification on Plans SB-7 4" 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 4" (100 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 11.78 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 ti urace -- version ai, use or i urace ' is suoject to terms and conaitions per the end user license agreement TOLBraceTM Seismic Calculations Millpore Sigma Job # 20-3548-02 2827 Whiptail Loop West Brace Identification SB-7 4" Longitudinal Brace Type (Per NFPA#13) NFPA Type I 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 60u Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence I I I I Ii I I EJ•N &MW* 11 I I I I I I I I I I 1 G-Factor Used 0.5217 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 565 lbs (256 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 770 lbs (349 kg) Fig. 4L Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Bar Joist 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 w,w.tolco.com I : Western Fire Protection Inc. I Millipore Sigma (Phase 2) 2827 Whiptail Loop West Carlsbad, CA 92010 Automatic Wet Fire Sprinkler System 20-3548-02 Product Submittal f1 No exceptions noted Rejected Submit specified Item fl Implement exceptions noted H I I (/ ØOFESSI, cs FP 2036 cc EXPIRES ON: 'h(( 9/30/21 0 Revise and resubmit This review Is only for general conformance with the design concept of the project and general camps once with the information given in the contract documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval stan assembly of which the item Is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the job site; information that pertains solely to the tabulcotlss processes arts the means, methods, techniques, sequences, and procedures of construction; coordination of mOther emit with that of all other trades; and for performing all work in a safe and satisfactory manner. date 11/18/2020 by Michael Harris ACOFFMAN• t I I I I I I 11-6-2020 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 I I I I I I I I OF' SECTION DESCRIPTION CONTENTS 1. SPRINKLERS TYCO MODEL ESFR-25 ESFR PENDENT- 25.2K - 1Y9226 MINIMAX ESFR DRY PENDENT SPRINKLER- 16.8K - MX8504 RELIABLE MODEL G5-80F CONCEALED PEND. - 8.0K- RA3417 TYCO MODEL ESFR-17 PENDENT SPRINKLER- 16.8K-TY7223 TYCO MODEL ESFR-25 PENDENT SPRINKLER - 25.2K - 1Y9226 GLOBE GL-QR PENDENT- 5.6K & 8.0K- GL5601 & GL8106 GLOBE CL-SR PENDENT - 8.0K - GL8156 VICT. VICFLEX SERIES AH2 BRAIDED FLEX- 1/2" & %"- 36" 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-I BOLTED BRANCH OUTLET VICTAULIC STYLE 922 MECHANICAL-I BOLTED BRANCH OUTLET MERIT WELDED OUTLET FITTINGS SMITH COOPER CAST IRON THREADED FITTINGS 3. VALVES WATTS SERIES 774 DCDA BACKFLOW ASSEMBLY VICTAULIC FIRELOCK SERIES 705 BUTTERFLY VALVE VICTAULIC FIRELOCK SERIES 717 CHECK VALVE AGF MODEL 1011A TEST AND DRAIN 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 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG 828 UNIVERSAL SWAY BRACE ATTACHMENT ERICO CADDY BRANCH LINE RESTRAINT 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 POWERS SNAKE+ THREADED SCREW ANCHOR POWERS POWER-STUD +SD2 WEDGE EXPANSION ANCHOR I SECTION DESCRIPTION I I 5. MISCELLANEOUS POTTER ELECTRIC VSR VANE TYPE WATERFLOW ARGCO FIRE SPRINKLER SPARE HEADBOX ARGCO FIRE SPRINKLER IDENTIFICATION SIGNS LI I I I I I MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY* I I I I 1 I I tqca Worldwide I www.tyco-fire.com Contacts Model ESFR-25 252 K-factor Pendent Sprinkler Early Suppression, Fast Response 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- taming 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 In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP313 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 TFP319 Model ESFR-14 (TY6236) 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 (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) I TFP3I2 i Page 2of6 1 7 1 NPT Components: 8 / 1-13/16 / 1 - Frame /_____________________ 9/16 (46,0 mm) 2 - Deflector / / (14,3 mm) _________ NOMINAL 3 - Compression Screw MAKE-IN 4-Hook 6 5 - Strut 3-13/16 6 - Link Assembly 5 _______________ (96,8 mm) THERMAL 7 - Button SENSING 8 - Sealing ELEMENT Assembly 4 = 9 - Ejection Spring WRENCH FLATS 3 2 TEMPERATURE RATING - 2' (50,8 mm) -H FIGURE 1 MODEL ESFR-25 PENDENT SPRINKLER, 25.2K EARLY SUPPRESSION, FAST RESPONSE Item Description Sprinkler Identification Number (SIN) TY9226 K-factor, gpm/psi½ (Lpm/bar½) 25.2 gpm/psi" (362,9 Lpm/bar'/') Temperature Rating T (CC) Thread Size 1 in. NPT or ISO 7-13 1 Sprinkler Orientation Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) TABLE A MODEL ESFR-25 PENDENT SPRINKLER TECHNICAL DATA I I I I I I El I I I H I I I I I Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-25 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. 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 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) 212°F (100°C) 165°F (74°C) 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 to NFPA 13 Refer to FM GlobalRefer 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 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 30ft(9,1 m) lOft (3,1 m) for building heights greater than 30 ft (9,1 m). In some cases, installation standards permit a greater spacing. Minimum Spacing 8ft(2,4m) 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. Specific Application Listing (UL) TYCO Model ESFR-25 Pendent Sprin- klers are listed by Underwriters Labo- ratories (UL) for Specific Applications with a ceiling height greater than 45 ft (13,7 m) up to and 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 1 I I I I I I I I I I I I U> 0 to Technical Data Sheet: MX8504 ESFR Dry Pendent Sprinkler K16.8 DESCRIPTION Minimax Fire Protection Early Suppression Fast Response (ESFR) Dry Pendent Sprinkler MX8504 is a fast response fusible element type sprinkler designed for usein storage areas subject to freezing and supplied from a wet system only, in an adjacent heated area. With a 16.8 (242 metric**) nominal K-factor and special deflector, this sprinkler produces large, high-momentum water droplets in a hemispheric pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high-challenge fire. The dry ESFR sprinkler consists of a fusible element style ESFR sprinkler permanently secured to a special supply nipple. The sprinkler assembly features a sealed brass inlet that's grooved or threaded. Also included with the ESFR dry sprinkler are two insulating boot assemblies (optional) to help seal the clearance space around the dry sprinkler barrel. The dry sprinkler boot assembly is intended to slow the exchange of air between the inside and outside of the freezer (or any dry sprinkler installation) to help mitigate condensation and humidity and temperature differentials in the area around the sprinkler. Condensation can lead to ice build-up, which could inhibit sprinkler operation or cause premature operation. For the included insulating boot assemblies (optional) follow the installation instructions in this technical data page. Insulating boot assemblies (optional) shall be installed on smooth, flat, rigid, and clean surfaces. There are specific situations such as the presence of corrugated ceiling panels, or temperature and ventilation differences where alternative penetration sealing methods can be utilized. Figure 1A illustrates alternative sealing methods; however, this Figure is only intended as a guide and does not represent all possible scenarios. For additional information contact Minimax Fire Protection Technical Services. ESFR Dry Sprinkler MX8504 requires storage to be arranged single row, double row, or multiple row open rack storage (no open-top containers or solid shelves). In-rack sprinklers are not required. ESFR Dry Sprinkler MX8504 shall be located in accordance with Design Criteria and the latest recognized storage installation rules of NFPA 13. The ESFR Dry Pendent MX8504 Sprinklers provide protection of most common storage materials, open-framed rack storage arrangements of Class I, II, Ill, and IV commodities, and cartoned unexpanded plastic up to 35ft. (10.7m) storage with a 40ft. (1 2.0m) ceiling height with no in-rack sprinklers. * For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0 and 8-9). LISTINGS AND APPROVALS WARNING: Cancer and Reproductive Harm- UL Listed: Category VNWH FM Approved: Class 2008 * Refer the Approval Charts and Design Criterion for cULus Listing and FM Approval requirements that must be followed. **Metric K-factor measurement is shown in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. ESFR Dry sprinklers can ONLY be installed in Wet systems! Not for installation in dry or preaction systems. Successfully meets new UL 1767 test standard and compliance program for ESFR sprinklers installed in rack storage with high clearances to ceiling (20 ft or greater). TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Tube diameter: 1-11/16" (43.86 mm) Minimum Operating Pressure: Refer to NFPA 13 or FM Loss Prevention Data Sheets 8-9. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Connections: 1-1/2" (38 mm) grooved (refer to Figures 1 and 2) or 1-1/2" (38 mm) NPT (refer to Figures 3 and 4) Nominal K-Factor: 16.8 U.S. (242 metric*) Deflector Diameter: 1-3/4" (44.5 mm) Overall Lengths: Threaded: 18-1/2" (470 mm), 24-1/2" (622 mm), 30-1/2" (775 mm), or 36-1/2" (927 mm) Grooved: 19-1/2" (495 mm), 25-1/2" (648 mm), 31-1/2" (800 mm), or 37-1/2" (953 mm) © 2018 1 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 49058 1 www.minimax-fire.com Page 1/10 Covered by one or more of the following patents: US7,766,252; US5,829,532; US6,059,044; US6,336,509; US6,502,643; US6,868,917; US9,522,292 Insulating Boot Assemblies (2 ea): The boot consists of a rubber foam seal covered with a two-piece ring fastened to the ceiling or deck with four screws. Outside Diameter: 6" (152 mm) Depth: 1" (25 mm) Material Standards: Sprinkler Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-051000 Seat: Brass UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Spring Base: Brass UNS-C31400 or UNS-C31600 Back-Up Nut: Brass UNS-C36000 Compression Screw: Stainless Steel UNS-S31 603 Trigger and Support: Stainless Steel UNS-531600 Fusible Element Assembly: Beryllium Nickel, coated with polyurethane Tube: Steel Tube ASTM A-513 Orifice: Brass UNS-C36000 Inlet: Brass UNS-C84400 Support (Internal): Brass UNS-C36000 Barrel: Steel Tube ASTM A-513, Electrodeposited Epoxy Base finish Boot Assemblies: Seal: ASTM D1056 2A0/1 4015-EL EPDM-Butyl-PE Foam Rubber OR ASTM D1056 2A1 Neoprene/EPDM/SBR OR ASTM D1056 2C1 Neoprene/EPDM Over Seal Ring and Under Seal Ring: Cold Rolled Steel Finish: White Paint; #10 Screws: Stainless Steel Available Finishes and Temperature Ratings: TABLE 1: AVAILABLE FINISH ES AND TEMPERATURE RATINGS Temperature Classification Sprinkler Nominal Maximum Ambient Frame Paint Color Finish (Suffix) Temperature Rating' Ceiling Temperature2 Ordinary 165°F (74 °C) 100 OF (38 °C) None Brass (A) White I Intermediate I 205 OF (96 °C) 150 OF (65 °C) Footnotes The temperature rating is stamped on the deflector. Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Ordering Information: rrn'rr)TJ* ORDERING base fIlllIII]. he for the desired Finish suffix Sprinkler (2) add the suffix for I Nominal Length the I Temperature Rating. 1: Finish 2: Temperature Ratings Base Connection Size/Style Inches I Frame I Max. Ambient I Nominal I Part No. (mm) Description Suffix I Paint I Ceiling I Suffix I Rating 1205 Color I Temperature2 61304 1-1/2" / Grooved (38mm) 19-1/2 (495) Brass A 165 F (74 °C) None 100 °F (38 C) I D 61306 1-1/2" / Grooved (38mm) 25-1/2 (648) °F (96'C) I White 1 150 °F (65 C) I E 61308 1-1/2/ Grooved (38mm) 31-1/2 (800) Example: 61304AD = Nominal Length 19-1/2" (495 mm) Grooved, 165 °F (74 °C) Temperature Rated Sprinkler with a standard Brass finish. 36-1/2 (927) 61310 1-1/2" / Grooved (38mm) 371/2 (953) 61318 1-1/2 NPT /Threaded (38 mm) 18-1/2 (470) 61319 1-1/2 NPT / Threaded (38 mm) 24-1/2 (622) 61320 1-1/2 NPT / Threaded (38 mm) 30-1/2 (775) 61321 1 1-1/2 NPT /Threaded (38 mm) Accessories Sprinkler Wrench Information: For Grooved style sprinklers, use a standard crescent wrench applied on the grooved coupling. For Threaded style sprinklers, use a standard pipe wrench applied on the inlet housing. Replacement Insulating Boot Assembly: Part number 61879MW. © 2018 1 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 49058 1 www.minimax-fire.com Page 2/10 I I 4. INSTALLATION WARNING : Minimax Fire Protection sprinklers are manufactured and tested to meet rigid requirements of the approving agency. The sprinklers are designed to be installed in accordance with recognized installation standards. System design must be based on ESFR design guidelines described in the latest edition of Minimax Fire Protectiontechnical data, applicable FM Global Loss Prevention Data Sheets, the latest NFPA Standards, the Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Deviation from the standards or any alteration to the sprinkler after it leaves the factory including, but not limited to: painting, plating, coating, or modification, may render the sprinkler inoperative and will automatically nullify the approval and any guarantee made by Minimax Fire Protection. I . Wet Pipe systems must be provided with adequate heat. Sprinklers must be handled with care, stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped or damaged in any way. Such sprinklers should be destroyed immediately. I . ESFR Dry Sprinklers are to be installed into the 1-1/2" grooved or 1-1/2" threaded run of malleable, ductile iron tee fittings that meet the dimensional requirements of ANSI 1316.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4 (Class 125), even at branch line ends. The MX8504 can be installed into welded outlets that meet the dimensional requirements of ANSI 1316.11. I . DO NOT install the dry sprinkler into a fitting that could interfere with thread penetration, which could damage the brass seal. NEVER try to modify dry sprinklers. They are manufactured for specific dimensions and must NOT be modified. l 1. The sprinklers must be installed after the piping is in place to prevent mechanical damage. Before installing, be sure to have the appropriate sprinkler model and style, with the correct orifice size, temperature rating, and response characteristics. For grooved sprinklers, with the sprinkler contained in the plastic protective shield, apply a lube such as Gruvlok XtremeTM. For threaded sprinklers, apply a small amount of pipe-joint compound or tape to the external threads of the barrel only, while I taking care not to allow a build-up of compound or tape over the brass inlet and seal. For grooved sprinklers, use a crescent wrench applied to a coupling over the sprinkler inlet connection. To install threaded sprinklers, use a pipe wrench applied to the sprinkler inlet housing. With the sprinkler contained in the pro- tective shield, install the sprinkler onto the piping, while taking care not to damage the sprinkler. 1 . DO NOT use any other type of wrench, as this could damage the unit. DO NOT use the sprinkler deflector or fusible element to start or thread the sprinkler into a fitting. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Clean the contact surfaces of the dry sprinkler seals and the surfaces of the top of the freezer. Refer to Figures 1 and 3. Install the dry sprinkler boot assemblies around the dry sprinkler barrel and to the freezer until the I seals rest flush upon a smooth flat surface against the freezer. Assemble the rings onto the seals, hold in place, and tighten the screws through the holes provided in the assemblies to secure the insulating ring to the top of the freezer. After installation, the entire sprinkler system must be tested. The test must be conducted to comply with the Installation l Standards. Make sure the sprinkler has been properly tightened. If a thread leak occurs, normally the unit must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint. Air testing the sprinkler piping prior to testing with water may be consid- ered in areas where leakage during testing must be prevented. Refer to the appropriate technical data and the AHJ prior to air I testing the sprinkler piping. Immediately replace any damaged units, using the designated wrench only. After installation and testing and repairing of all leaks, remove the protective shields from the sprinklers by hand. Do NOT use any type of tool to remove the shield. When removing shields, use care to prevent damaging sprinkler fus- 17 ible element. THE SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE. I co 9. System design must be based on ESFR design guidelines described in the latest National Fire Protection Association stan- dards and the Authorities Having Jurisdiction. All requirements of recognized ESFR storage sprinkler system design standards 0 10~apply to systems utilizing Minimax Fire Protection ESFR Dry Pendent Sprinklers. OPERATION I ; During fire conditions, the heat-sensitive fusible element assembly disengages, releasing the internal parts to open the waterway. - Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to suppress the fire. INSPECTIONS, TESTS, AND MAINTENANCE 04 CD 01 IX 6 The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For Z minimum maintenance and inspection requirements, refer to the NFPA standard that describes care and maintenance I U. of sprinkler systems. In addition, the Authorities Having Jurisdiction may have additional maintenance, testing, and 0 inspection requirements that must be followed. 0 2118 1 Minimax Fire Protection 1 121 Industrial Park Dr, I Hastings, MI 49058 1 www.minimax-fire.com Page 3110 I I I A. The sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. The frequency of inspections may vary due to corrosive atmosphere, water supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be replaced immediately. Sprinklers showing signs of cor- rosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. For Minimax Fire Protection ESFR Dry Pendent Sprinklers, refer to the Installation Standards (e.g., NFPA 25) and the Authorities Having Jurisdiction for the specified period of time after which test- ing and/or replacement is required. Sprinklers that have operated cannot be reassembled or reused, but must be replaced. When replacing sprinklers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. Remove the system from service, drain all water, and relieve all pressure on the piping. Remove the ESFR dry sprinkler insulating boot assemblies. Using the designated wrench, remove the old sprinkler and install the new unit. Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct orifice size, temperature rating, and response char- acteristics. Install new ESFR dry sprinkler boot assemblies. Place the system back in service and secure all valves. Check the replaced sprinklers and repair all leaks. E. Sprinkler systems that have been subject to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combus- tion, but have not operated, should be replaced. Refer to the Authorities Having Jurisdiction for minimum replacement requirements AVAILABILITY The Model MX8504 Sprinkler is available through a network of domestic and international distributors. See the web site for the closest distributor or contact us. GUARANTEE For details of warranty, refer to the current list price schedule or contact us directly. Approval Chart Temperature KEY ESFR Dry Pendent Sprinkler MX8504 Finish Maximum 175 PSI (12 bar) WWP AiX 4- Escutcheon (if applicable) Nominal Listings and Approvals3'4'5 Base Part Number1 K-Factor (Refer also to Design SIN Connections Criteria below.) 19-1/2" 25-1/2" 31-1/2" 37-1/2" U.S. metric2 UL FM (495 mm) (648 mm) (800 mm) (953 mm) 61304 61306 61308 61310 MX8504 1-l/2"(38 mm) Grooved 16.8 242 Al Al 18-1/2" 24-1/2" 30-1/2" 36-1/2" (470 mm) (622 mm) (775 mm) (927 mm) 61318 61319 61320 61321 MX8504 1-1/2" (38 mm) NPT Threaded 1 16.8 I 242 Al Al Approved Temperature Rating Approved Finish A - 165 °F (74 CC), 205 'F (96 'C) 1 - Brass Footnotes I. Base part number shown. For complete part number, refer to the price list. Metric K-Factor measurement shown is when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-Factor shown by 10.0. This chart shows listings and approvals available at the time of printing. Other approvals may be in process. Refer to the latest standards of NFPA 13. FM Approved as a quick response pendent Non-Storage sprinkler and also FM Approved as a quick response pendent Storage sprinkler. Refer to FM Design criteria. © 2018 1 Minimax Fire Protection 1 321 Industrial Park Dr. I Hastings, Ml 49058 1 www.minimax-fire.com . Page 4/10 I I Design Criteria I - UL (Also refer to Approval Chart 1) UL Listing Requirements: ESFR Dry Pendent Sprinkler MX8504 is UL Listed as indicated in the Approval Chart for installation in accordance with the latest appropriate NFPA standards (including NFPA 13) for ESFR Pendent K16.8 (242) Sprinklers, for protecting cold storage of certain specified materials with rack storage up to 35 ft (10.7 m) high in buildings with 40 ft (12.2 m) high ceilings with NO in-rack sprinklers. System Type: ESFR DRY SPRINKLERS CAN ONLY BE INSTALLED IN WET SYSTEMS! Maximum Roof or Ceiling Slope: 2 in 12 (167 mm/rn or 9.5 degrees). Sprinkler Position: Approved for use only in the pendent position. Align the deflector parallel with the ceiling or roof. Deflector Position: Position the deflector a maximum of 14" (356 mm) and a minimum of 6" (152 mm) below the ceiling. Clearance Opening Diameter: Refer to Figures 14. NOTICE: The dry sprinkler boot must seat and seal against the smooth surface of the top of the freezer in order to close the air gap. Sprinkler Fitting: Install into the 1-1/2" grooved or 1-1/2" threaded run of malleable, ductile iron tee fittings that meet the dimensional requirements of ANSI B16.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI 1316.4 (Class 125) only. Deflector Distance from Walls: At least 4" (102 mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Clearance from Deflector to Top of Storage: At least 36" (914 mm). Maximum Distance Between Sprinklers: The maximum area of coverage allowed per sprinkler is 100 ft2 (9.3 m2)**. For buildings over 30 ft (9.1 m) high, spacing between sprinklers and/or branch lines must be from 8 to 10 ft (2.4 to 3.1 m)**. For building heights up to 30 ft (9.1 m), the spacing allowed between sprinklers and/or branch lines is 8 to 12 It (2.4 to 3.7 m), provided the area covered per sprinkler does not exceed the maximum 100 ft2 (9.3 m2) allowed**. **Refer to the Installation Standards for permissible deviations from the maximum sprinkler spacing rules above, to eliminate obstructions created by trusses and bar joists when using ESFR sprinklers. Minimum Area of Coverage: The minimum area of coverage allowed per sprinkler is 64 ft2 (5.8 m2). IMPORTANT: Always refer to Form No. FX 091699 - Care and Handling of Sprinklers. ESFR Dry Pendent sprinklers are to be installed in accordance with the latest edition of Minimax Fire Protection technical data, the appropriate standards of NFPA, FM Global or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Design Criteria 2 - FM (Also refer to Approval Chart) FM AoDroval Requirements: 1. Sprinkler MX8504 is FM Approved as a quick response pendent Storage sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). 2. Sprinkler MX8504 is also FM Approved as a quick response pendent Non-Storage sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTICE: The FM installation guidelines may differ from NFPA criteria. IMPORTANT: Always refer to Form No. FX_091699 - Care and Handling of Sprinklers. ESFR Dry Pendent sprinklers are to be installed in accordance with the latest edition of Minimax Fire Protection technical data, the appropriate standards of NFPA, FM Global or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. I I [1 [1 I I I I I I I I I I H I 0 20111 Minimax Fire Protection I 321 Industrial Park Dr. I Hastings, Ml 49058 1 www.minimax-fire.com Page 5/10 OPTIONAL ALTERNATIVE PENETRATION SEAL METHODS NOTE Actual conditions may vary. 6" (152 mm) Minimum exposed length at connection Fill space with one part - expandable foam j 8" (203 mm) Jacket insulation Option i maximum above deck penetration Insulated ceiling structure Fill space with one part expandable foam Minimum clearance opening 2-11/16" (68 mm) Option 2 Figure IA Option 3 Specific situations and conditions may exist that require alternative sealing methods. A few of these methods are shown above as Options 1-3. Additional sealing methods may also be utilized; the material(s) used must not break down, drip, over-spray, or other- wise interfere with or impede the operation of the sprinkler—especially during fire conditions. cc © 2018 1 Minimax Fire Protection 1 321 Industrial Park Dr. I Hastings, MI 49058 1 www.minimax-fire.com Page 6/10 lated ling JDeck\1\ Minimum clear- Protective W ance opening sprinkler 2-11/16" (68 mm) shield Step 1: Install seal around Step 2: Place seal flush with barrel of dry ESFR sprinkler top of freezer and secure around barrel Wood No pilot hole required / Metal Drill pilots for screws. Step 3: Intall underseal ring Step 4: Secure insulating and overseal ring onto seal ring to top of ceiling with #10 tapping screws Figure IB: Installation of ESFR Dry Sprinkler Boot Assemblies with Grooved ESFR © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 490581 www.minimax-fire.com Page 7/10 1-1/2" Grooved side outlet (Coupling not shown) Apply crescent wrench over a upling to install 9-1/2" (241 mm)* for 19-1/2" OAL (Overall Length) 15-1/2" (394 mm)* for 25-1/2" OAL 21-1/2" (546 mm)* for 31-1/2" OAL 27-1/2 (699 mm)* for 37-1/2" OAL Note: Top of barrel is marked to mdi- vate orientation of sprinkler framer arms. (Not part of a requirement) Insulating ceiling structure Ambient Temperature of Protected Area and Exposed Minimum Barrel Length Requirements* For 19-1/2" - See Chart A For 25-1/2" - See Chart B For 31-1/2" - See Chart C For 37-1/2" - See Chart D *Based on 4" ceiling Insulating ceiling thickness 11 structure 4" (102 mm) For FM 2" (51 mm) mm. 13" (330 mm) max. For UL 6" (152 mm) mm. 14" (356 mm) max. 4" (102 mm) For FM 2" (51 mm) min. For UL 13" (330 mm) max. 6" (152 mm) mm. 14" (356 mm) max. Figure2: Grooved ESFR Dry Pendent Sprinkler MX8504 Installed *The protected area refers to the area below the ceiling. The ambient temperature is the tempera- ture at the discharge end of the sprinkler. For pro- tected area temperatures that occur between the values listed, use the next cooler temperature. Note: Exposed minimum barrel lengths are inclu- sive up to 30 mph wind velocities Figure 3: Required Dry Pendent Sprinkler Minimum Barrel Length Based on Ambient Temperature (Grooved ESFR Dry Pendent Sprinkler Shown) *Face of fitting dimension based upon a 4" freez- er ceiling and 4-3/4" of thermal sensing element distance below ceiling per FM and 6" minimum deflector distance below ceiling per UL. Adjust co dimension as needed according to ceiling thick- ness and deflector distance below. © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, Ml 490581 www.minimax-fire.com Page 8/10 1-1/2" Threaded side outlet 7-1/2" (190 mm)* for 18-1/2" OAL 13-1/2" (343 mm)* for 24-1/2" OAL 19-1/2" (495 mm)* for 30-1/2" OAL 25-1/2 (648 mm)* for 36-1/2" OAL Apply crescent wrench over inlet housing to install Note: Top of barrel is marked to mdi- vate orientation of sprinkler framer arms. (Not part of a requirement) Insulating ceiling structure AmbientTemperature of Protected Area and Exposed Minimum Barrel Length Requirements* For 18-1/2" - See Chart A For 24-1/2" - See Chart B For 30-1/2" - See Chart C For 36-1/2" - See Chart D *Based on 4" ceiling thickness Insulating ceiling structure 4" (102 mm) 4" (102 For FM 2" (51 mm) mm. 13" (330 mm) max. For UL 6" (152 mm) mm. 14" (356 mm) max. For FM 2" 151 mm) mm. 13" (330 mm) max. For UL 6" (152 mm) mm. 14" (356 mm) max. *Face of fitting dimension based upon a 4" freez- er ceiling and 4-3/4" of thermal sensing element sidtance below ceiling per FM and 6" minimum deflector distance below ceiling per UL. Adjust dimension as needed according to ceiling thick- ness and deflector distance below. *The protected area refers to the area below the ceiling, the ambient temperature is the tempera- ture at the discharge end of the sprinkler. For pro- tected area temperatures that occur between the values listed, use the next cooler temperature. Note: Exposed minimum barrel lengths are inclu- sive up to 30 mph wind evelocities Figure 5: Required Dry Pendent Sprinkler Figure 4: Threaded ESFR Dry Pendent Minimum Barrel Length Based on Ambient Temperature Sprinkler MX8504 Installed (Threaded ESFR Dry Pendent Sprinkler Shown) © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 490581 www.minimax-fire.com Page 9/10 Chart A - 18-1/2" ESFR Threaded Dry Pendent and 19-1/2" ESFR Grooved Dry Pendent Ambient Temperature of the Protected Area* at the Discharge End of the Sprinkler Exposed Barrel Ambient Temp. 40°F (4°C)50°F I (10°C)60°F I (16°C) Exposed Minimum Barrel Length Face of Tee to Top of Ceiling In. (mm) I In. (mm) I In. (mm) 40°F (4°C) 0 0 0 30°F (-1°C) 0 0 0 Less than 30°F (-1°C) *Not Applicable ChartB - 24-1/2" ESFR Threaded Dry Pendent and 25-1/2" ESFR Grooved Div Pendent Ambient Temperature of the Protected Area* at the Discharge End of the Sprinkler Exposed Barrel Ambient Temp. 40°F (4°C)50°F (10°C)160°F I I (16°C) Exposed Minimum Barrel Length Face of Tee to Top of Ceiling In. (mm) In. (mm) In. (mm) 40°F (4°C) 0 0 0 30°F (-1°C) 0 0 0 20°F (-7°C) 4(100) 0 0 Less than 20°F (-7°C) *Not Applicable Chart C - 30-1/2" ESFR Threaded Dry Pendent and 31-1/2" ESFR Grooved Dry Pendent Ambient Temperature of the Protected Area* at the Discharge End of the Sprinkler Exposed Barrel Ambient Temp. 40°F (4°C)150°F (10°C)60°F I (16°C) I Exposed Minimum Barrel Length Face of Tee to Top of Ceiling In. (mm) In. (mm) In. (mm) 40°F (4°C) 0 0 0 30°F (-1°C) 0 0 0 20°F (-7°C) 4(100) 0 0 10°F (-12°C) 8(203) 1(25.4) 0 0°F (-18°C) 12(305) 3(76) 0 Less than 0°F (-18°C) *Not Applicable Chart D - 36-1/2" ESFR Threaded Dry Pendent and 37-1/2" ESFR Grooved Div Pendent Ambient Temperature of the Protected Area* at the Discharge End of the Sprinkler Exposed Barrel Ambient Temp. 40°F (4°C) 50°F (10°C) I___________________________ 60°F (16°C) Exposed Minimum Barrel Length Face of Tee to Top of Ceiling In. (mm) In. (mm) In. (mm) 40°F (4°C) 0 0 0 30°F (-1°C) 0 0 0 20°F (-7°C) 4(100) 0 0 10°F (-12°C) 8(203) 1(25.4) 0 0°F (-18°C) 12(305) 3(76) 0 -10°F (-23°C) 14(356 4(100) 1(25.4) -20°F (-29°C) 14(356) 6(152) 3(76) -30°F (-34°C) 16(406) 8(203) 4(102) -40°F (-40°C) 18(457) 8(203) 4(102) Less than -40°F (-40°C) *Not Applicable > a) 0 ("I ('.J aD (0 (0 0 >< U- 0 z E 0 LL © 20181 Minimax Fire Protection 1321 Industrial Park Dr. I Hastings, MI 49058 Iwww.minimax-fire.com Page 10/10 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 I Bulletin 034 January 2020 Rallmiabld Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate I Features Standard Coverage, Concealed Pendent (K2.8, 4.2, 5.6, & 8.0 [40, 60, 80, & 115 metric)) 1 .Flat concealed cover plate available in a variety of finishes. Available with Stainless Steel Clad cover plate (see Table I). 3/4-inch (19 mm) cover plate adjustment. I .Cover plate available with optional gasket. Product Description I 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 I 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 must only be used with the Model G4/G5 cover plate listed or approved with I 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. I Model G5 Series Sprinkler Summary Sprinkler K-Factor Cover Plate Listings Max. Working Sprinkler Model gpm/psi112 Model and Sensitivity Pressure Identification (L/min/bar112) Approvals psi (bar) Number (SIN) G4/G5 cULus OR FM SR G5-28 2.8 175(12) RA3411 G4/G5 OR Gasket cULus OR (40) G4/G5 SR Gasket cULus, FM SR G5 - G542 4.2 (60) cULus OR 175 (12) RA3413 G4/G5 OR Gasket G4/G5 SR Gasket cULus SR cULus OR 250 (17) G5 FM, LPCB, VdS, CE SR 175 (12) - G5 56 5.6 (80) RA3415 G4/G5 OR Gasket cULus OR 250 (17) cULus SR 250 (17) G4/G5 SR Gasket FM SR 175 (12) G5 G5-56 300 5.6 cULus OR 300 (21) RA4014 G4/G5 OR Gasket (80) G4/G5 SR Gasket cULus SR G5 G5 80 8.0 cULus OR 175 (12) RA3412 G4/G5 OR Gasket - (115) G4/G5 SR Gasket cULus SR G5-80F 8. 0 115) G5 FM SR (4I(5 SR Gket 175 (12) RA3417 www.reliablesprinkler.com I I 1 I I I I 1 I 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 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 Model G5-28 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(19m ax. Cover Plate "ax. Mod G4/G5 Cover Plate —Zf 3-5/16 (84 mm) Dia. 3/16° (5 mm) 'I,,,,, Ceiling Model G5-28 Sprinkler Sensitivity Cover Plate Model Listing or Approval Agency cULus FM G4/G5 1 ,, OR SR G4/G5 OR Gaske OR G4/G5 SR G et SR SR urs; UuIUK-response SR: Standard-resro Bulletin 034 Page 2 of 9 January 2020 Reflabld www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2 NPT or ISO 7-1 R'/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 Seating 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 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 Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16 (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling-./ Cover Plate Ament Model GCover Plate 3-5/16' (84 mm) Dia. Ceiling Model G5-42 Sensitivity Cover Plate Model Listing or Approval Agency cULus G4/G5 / OR G4/G5 OR Gasket OR G4/G5 SR Gasket SR UI-I: UuIcK-response SR: Standard-response Bulletin 034 Page 3 of 9 January 2020 Reliable 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: 175 psi (12 bar) 250 psi (17 bar) (cULus only) 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) (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 only) FM Approved LPCB Approved VdS Approved [165°F (74°C) only] 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) 3/4(1 mm) Max. Cover Rate Adiustment —3!16' (5 mm) odel G4/G5 Cover Plate 3 5/16° (84 mm) Dia. H \___ Ceiling Model G5-56 Sensitivity Cover Plate Model ,, ,/' Listing or Approval Agency cULus FM LPCB, VdS, CE G4/G5 OR SR SR G4/G5 OR -- -- 7et — G4/G5 S Gasket SR SR -- ui-ipui re bo SR: Standard-nse Bulletin 034 ReIiabI Page 4 of 9 January 2020 www.reliablesprinkler.com I I I I I I I I I I I I I I I I I I I 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: 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 Model G5-56 300 Sprinkler Components and Dimensions 2-5/16' (58 mm) Dia. Model G4(G5 Cover Plate Model G5-56 300 Sensitivity Cover Plate Model Listing or Approval Agency cULus G4/G5 OR G4/G5 OR Gasket OR G4/G5 SR Gasket SR UK: UuIcK-response SR: Standard-response Bulletin 034 Page 5 of 9 January 2020 www.reliablesprinkler.com Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table E) 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) Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4(19mm) M Cover Plate Adiugb 3-5/16" (84 mm) Dia. Ceiling 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 Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4(19mm) M Cover Plate Adiu& 2-5/16 (58 mm) Dia. Model G4(G5 Cover Plate 3-5/16 (84 mm) Dia. Ceiling Model G5-80 Sensitivity Cover Plate Model Listing or Approval Agency cULus G4/G5 OR G4/G5 OR Gasket / OR G4/G5 SR Gasket SR urt uuicic-response 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 —s 3/4(19mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate r36"5 3-5/16" (84 mm) Dia. Ceiling Model G5-80F Sprinkler Components and Dimensions 2-5/16" h -1 I I I I H I I I I I I I I I I Model G5-801F Sensitivity Cover Plate Model Listing or Approval Agency FM G4/G5 SR G4/G5SR Gasket SR SF-t: Standard-response 1 I I Bulletin 034 Page 7 of 9 I January 2020 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°) Rating Distance (mm) Inch (mm) Inch below Ceiling OF (mm) (mm) Inch (°C) (mm) G4/G5 2 3-/1 (84) 135°F 4 (57°C) 04/05 OR 311/16 Gasket(3) (94) 2-5/8 (67) 3/4 (19) 1_1/2 to 2_1/4 (38t057) 1/4 to 1 (6t025) or 04/05 SR 4 165°F5 Gasket(3) (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 (380C). For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Cover Plate Finishes° Standard Finishes Special Application Finishes White Paint Off-White Paint Chrome Black Paint Custom Color Paint - Specify(') Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(') 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 (QR) 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 G5 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 G5 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 05 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 05 series sprinklers is not permitted and may damage the sprinkler. Fully insert the Mode) W3 wrench over the cap until it reaches the bottom of the cup, or the Page 8 of 9 www.reliablesprinkler.com Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed 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. - ft.lb I N.m 1/2" NPTor 1S07-1R1/2 1 8-18 1 11-24 3%" NPT or 1S07-1R3/4 1 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 G4/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 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 G5 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] [G5-56 300] [G5-80] [G5-80F] Temperature Rating [165°F (740C)] [212°F (100°C)] Threads [NPT or ISO 7-1] I I I I I U I I Reliable Model G5 series sprinkler should be inspected and the Cover Plate ' sprinkler system maintained in accordance with NFPA 25, as • Model [G4/05, G4/05 OR Gasket, G4/G5 SR Gasket] well as the requirements of any Authorities Having Jurisdiction. • Finish (See Table I) Prior to installation, sprinklers should remain in the original Sprinkler Wrench cartons and packaging until used. This will minimize the • Model W3 potential for damage to sprinklers that could cause improper • Model FC 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. I Bulletin 034 January 2020 I I c\J C N-0) 0) 0) 0) 0) Page 9 of 9 www.reliablesprinkler.com Worldwide I tqca Contacts www.tyco-fire.com Model ESFR-17 16.8 K-factor Pendent Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-17 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 16.8 (Ref. Figures 1 and 2). They are suppression mode sprinklers that are especially advanta- geous as a means of eliminating in-rack sprinklers when protecting high-piled storage. Model ESFR-17 Pendent Sprinklers are primarily 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 cartoned, expanded plastics uncartoned, unexpanded plastics uncartoned, expanded plastics some storage arrangements of rubber tires, roll paper, and aerosols For more specific criteria, refer to Table B in this technical data sheet as well as the applicable design standard. The Model ESFR-17 Pendent Sprin- klers provide the system designer with hydraulic and sprinkler place- ment options not presently available to traditional ESFR Sprinklers having a nominal K-factor of 14.0. In particu- lar, Model ESFR-17 Pendent Sprinklers are designed to operate at substan- tially lower-end head pressures, as 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 4 compared to ESFR Sprinklers having a nominal K-factor of 14.0. This feature offers flexibility when sizing system piping, as well as possibly reducing or eliminating the need for a system fire pump. Applications for the ESFR-17 Pendent Sprinklers are expanding beyond cur- rently recognized installation stan- dards. For information on research fire tests, such as flammable liquids and aerosols, that may be acceptable to an authority having jurisdiction, contact Technical Services. WY;i'IIi(eI Orange protector must not be removed until sprinkler is to be placed in service. The W-Type 35 sprinkler wrench must be used for proper installation of the sprinkler. Failure to do so may result in equipment damage or failure. NOTICE The Model ESFR-17 Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (NFPA), in addi- tion to the standards of any authorities having jurisdiction, such as FM Global. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be ref- erenced to ensure applicability and to obtain complete installation guidelines. The general guidelines in this technical data sheet are not intended to provide complete installation criteria. AUGUST 2018 Sprinkler Identification Number (SIN) Refer to Table A for sprinkler identifica- tion number. Technical Data Approvals UL and C-UL Listed FM Approved Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector ..........................Bronze Compression Screw ..........Stainless Steel Hook ............................MONEL Strut ............................. MON EL Link Assembly................Solder, Nickel Button ...................Phosphor Bronze Sealing Assembly.. Beryllium Nickel w/TEFLON Additional Technical Data Refer to Table A for additional techni- cal data. TFP3I7 Item Description Sprinkler Identification Number (SIN) TY7223 K Factor, (gpm/psi"°) (lpm/bar½) 16.8 gpm/p5i½ (241,9 1pm/bar½) Temperature Rating F ( C) Thread Size 3/4 in. NPT or ISO 7-R 3/4 Sprinkler Orientation Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) TABLE A MODEL ESFR-17 PENDENT SPRINKLER TECHNICAL DATA In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installa- tion guidelines. The following general guidelines are not intended to provide complete installation criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP3I2 Model ESFR-25 (TY9226) K=25.2 Pendent Sprinkler TFP313 Model ESFR-22 (TY8226) K=22.4 Pendnet Sprinkler TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP316 Model ESFR-17 (TY7126) K=16.8 Upright Sprinkler TFP3I7 Page 2 of 4 NPT 4 - Hook 5 -Strut 6 1/2 2-3/8 7 - Button _LT_ Components: 1 1 - Frame 2 - Deflector* 7 6 - Link Assembly 3 - Compression Screw 8 1-1/2 (38,1 mm) NOMINAL (12,7 mm) (60,3 mm) 8 - Sealing Assembly _._ *Temperature rating is indicated 5 MAKE-IN L on Deflector. THERMA WRENCH **ISO 7-R 3/4 pipe thread can be SENSING FLATS ELEMENT provided on special request. 2* FIGURE 1 MODEL ESFR-17 PENDENT SPRINKLER, 16.8K, 165°F (74°C) EARLY SUPPRESSION, FAST RESPONSE Components: 1 - Frame 2 - Deflector* 3 - Compression Screw 4 - Hook 5 - Strut 6 - Link Assembly 7 - Button 8 - Sealing Assembly *Temperature rating is indicated on Deflector. **5J 7-R 3/4 pipe thread can be provided on special request. 7 8 6 4 5 3 3/4** NPT - 1-1/2 (38,1 mm) THERMAL SENSING ELEMENT it, (12,7 mm) 2-3/8 I NOMINAL (60,3 mm) >\ MAKE-IN WRENCH I FLATS FIGURE 2 MODEL ESFR-17 PENDENT SPRINKLER, 16.8K, 212-F (100°C) EARLY SUPPRESSION, FAST RESPONSE I - Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the I solder melts and the two link halves separate, activating the sprinkler and flowing water. Design I Criteria The following general guidelines pro- vided for the TYCO Model ESFR-17 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 I 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 I installation. Refer to Table B for addi- tional information. I TFP3I7 Page 3 of 4 Storage Type NFPA FM Global Sprinkler Type ESFR Storage Response Type QR QR System Type Wet Wet Temperature Rating F ( C) 165F(74C) F (100 C) 165F(74C) 212 212 F (100 C) Open Frame (i.e., no solid shelves) Single, Double, Multiple- Row, or Portable Rack Storage of Class I-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Solid Pile or Palletized Storage of Class l-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Roll Paper Storage (Refer to the Standard) Refer to NFPA 13 Refer to FM 8-21 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM 7-31 Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE B MODEL ESFR-17 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW TFP3I8 Model ESFR-1 (TY6226) K=14.0 Pendent Sprinkler TFP319 Model ESFR-14 (TY6236) 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, such as 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 (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 Maximum Spacing 12 ft (3,7 m) for building heights up to 30 ft (9,1 m) 10 ft (3,1 m) for building heights greater than 30 ft (9,1 m) Minimum Spacing 8 ft (2,4 m) Minimum Clearance to Commodity 36 in. (914 mm) NFPA 13 Deflector-to-Ceiling Distance 6 in. to 14 in. (152 mm to 356 mm) FM Global 2-0 Consult FM Global and/or FM Global guidelines for allowable deflector-to- ceiling distances as well as thermal sensing element-to-ceiling criteria. 1 TFP3I7 I Page 4 of 4 FITTING SIDE LINK TOWARD SPRINKLER PROTECTOR FITTING WRENCH RECESS FIGURE 3 W-TYPE 35 SPRINKLER WRENCH Installation TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Avoid damage to the fusible Link Assembly during installation by using only the Frame arms to handle the sprinkler and by using the appropri- ate sprinkler wrench. Do not apply pressure to the fusible Link Assembly. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 lb-ft (13,4 to 26,8 N.m), or by hand- tightening and applying an additional 1-1/4 to 1-1/2 revolutions of the wrench. Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Y:IiII'feI Orange protector must not be removed until sprinkler is to be placed in service. The W-Type 35 sprinkler wrench must be used for proper installation of the sprinkler. Failure to do so may result in equipment damage or failure. Note: Install the Model ESFR-17 Pendent Sprinkler only in the pendent position (Ref. Figure 3). Step 1. With pipe-thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-17 Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-17 Sprinkler using only the W-Type 35 Sprinkler Wrench (Ref. Figure 3), and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figures 1 and 2). Step 3. After installation, inspect the Link Assembly of each Model ESFR-17 Sprinkler for damage. In particular, verify that the Link Assembly and Hook are positioned as illustrated in Figures 1 and 2, and that the Link Assembly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. Care and Maintenance TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K 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, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to 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 with 3/4 NPT Thread Connection Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.8K Pendent Sprinklers (TY7223) with 3/4 NPT thread connection, (specify tem- perature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-457-1 -165 212°F (1 00°C).................58-457-1 -214 Special Order Sprinkler Assemblies with ISO 7-R 3/4 Thread Connection Specify: Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Pendent Sprinklers (TY7223) with ISO 7-R 3/4 thread connection, (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-458-1 -165 212°F (100°C).................58-458-1-214 Sprinkler Wrench Specify: W-Type 35 Sprinkler Wrench P/N 56-463-1-001 I I I I 11 I I I I I I I I I I I I 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 02018 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson qj NATIONAL FIRE PROTECTION ASSOCIATION and NFPA orsregislerndlrademarkscfguticnalFirePrctecticnAssccicccn; S MONEL is registered Oedrmsrk of Special Melds Cc,perullcn; Controls TEFLON Inc ,,gistered tredomort ci D.P.. tqcco Worldwide Contacts I www.tyco-fire.com Model ESFR-25 25.2 K-factor Pendent Sprinkler Early Suppression, Fast Response 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 fail 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 ............................. MON EL 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 In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: 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 TFP3I9 Model ESFR-14 (TY6236) 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 (16.71/o) Maximum Coverage Area 100 ft2 (9,3 m2) I TFP3I2 I Page 2 of 6 1 1 7 1"NPT 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 5 (96,8 mm) THERMAL 7 -Button 8 - Sealing SENSING ELEMENT Assembly = 9 - Ejection Spring WRENCH / FLATS 3 / 2 TEMPERATURE RATING - 2" (50,8 mm) —H FIGURE 1 MODEL ESFR-25 PENDENT SPRINKLER, 25.2K EARLY SUPPRESSION, FAST RESPONSE Item Description Sprinkler Identification Number (SIN) TY9226 K-factor, gpm/psi"2 (Lpm/bar'/2) 25.2 gpm/ps1½ (362,9 Lpm/bar'/2) Temperature Rating "F ("C) Thread Size 1 in. NPT or ISO 7-13 1 Sprinkler Orientation Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) TABLE A MODEL ESFR-25 PENDENT SPRINKLER TECHNICAL DATA I I I I I I I I I I I I Li I 11 I Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-25 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. 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 3 of 6 Storage Type NFPA FM Global Sprinkler Type ESFR Storage Response Type FR QR System Type Wet Wet Temperature Rating oF (CC) 165-F (74-C) (100CC) 165-F (74-C) 212F 212F (100C) Open Frame (i.e., no solid shelves), Single, Double, Multiple- Refer to FM Global Row, or Portable Rack Storage of Class I-IV and Group A or Refer to NFPA 13 2-0 and 8-9 B_Plastics Solid Pile or Palletized Storage of Class I-IV and Group A or to NFPA 13 Refer to FM GlobalRefer 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 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 8ft(2,4m) 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. Specific Application Listing (UL) TYCO Model ESFR-25 Pendent Sprin- klers are listed by Underwriters Labo- ratories (UL) for Specific Applications with a ceiling height greater than 45 ft (13,7 m) up to and 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 TFP3I2 Page 4 of 6 Description Specification, UL Sprinkler Type ESFR Temperature Rating F (CC) 165-F (74CC) 212SF (100C) 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 10 ft (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 "FITTING SIDE" TOWARDS SPRINKLER w1 WIRE RE( TFP3I2 Page 5 of 6 FIGURE 2 W-TYPE I SPRINKLER WRENCH Installation TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Damage to the fusible Link Assem- bly during installation can be avoided by handling the sprinkler by the frame arms only 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 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-25 Pendent Sprinklerin 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 J urisdiction. 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 (100°C) .................58-441-1-214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-25, Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (TY9226) with ISO 7-1 thread connection, (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-442-1 -165 212°F (100°C) .................58-442-1-214 Sprinkler Wrench Specify: W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 I TFP3I2 I Page 6 of 6 1 I I I I I I I I I 1 I I I I I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +11-215-362-0700 02020 Johnson Controls. All rights reserved. All specifications and other Information shown were currant as of document revision date and are subject to change without notice. I NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are refictorod lrcde,r,erke of Nalionel Fire PnoleclionAeeociallonI MONEL and INCONEL amregletorod trademarks 01 Special Metals Corporation; TEFLON isa registered trademark of DuPont Johnson 00, Controls RECESSED PENDENT UPRIGHT PENDENT GLi)RIV 4077 th 8Technical Support - 989-414-2600 - :6 458'wgiob:Pnnkier corn SERIES GL-QR STANDARD COVERAGE IQUICK RESPONSE UPRIGHT, PENDENT & VECESSED PENDENT OPRINKLERS K-FACTOR: 2.8, 4.2, I5.6, 18. GENERAL DESCRIPTION Globe Series GL-QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K-factors, temperatures and finishes as shown. Recessed escutcheons with either 1/2" or 3/4" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkler/escutcheon combinations and Listings). Some pendent models are additionally available with a special "Seismic" escutcheon to meet the IBC-ASCE/ SEI 7 requirements for use in seismic design categories C, D & E. OPERATION RECESSED PENDENT SEISMIC IBClASCE/SEl CODES FINISHES AND ACCESSORIES Upon exposure to heat such as from a fire, the fluid in the Finishes bulb expands, compressing the air bubble within the bulb. • Factory Bronze • Chrome -White Polyester--1 When the air bubble can no longer compress, the fluid ex- • Black Polyester - special order pansion causes breakage of the glass bulb, resulting in re- Escutcheons lease of the water seat assembly, and discharge of water • Brass • Chrome White Polyester• Black Polyester from the sprinkler. Wrenches Standard • Recess • 1/2" NPT• 3/4" NPT TECHNICAL DATA SIN Upright: GL2815, GL4215, GL5615, GL8115, GL8118 Pendent ,IRecessed_Pendent:IGL2801, GL4201, IGL5601t GL8101,IGL8106l 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 NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to ensure that the most recent technical literature is being utilized. GFS-1 00 PAGE 1 OF 6 INSTALLATION NOTICE I I I I I I I I I I I I I I I I I I Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). FIGURE 1: STANDARD SPRINKLER WRENCH 1/2 NPT PIN 325390 %" NPT PIN 312366 _; Li~ " ii1*11 ~ A7~ FIGURE 2: RECESSED SPRINKLER WRENCH %" NPT PIN 325391 V NPT P/N 325401 SEP 2019 GFS-100 PAGE 2 OF 6 TABLE A: UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 0I GL5615 0I GL8115* GL8118(1) ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8(40 metric) 4.2(60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2' (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175-F (79-C) NA 175-F (79-C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) CULUS LISTED CORROSION RESISTANT WITH POLYESTER COATING. DEFLECTOR FRAME COMPRESSION SCREW BULB 2-1/4" ( BULB SEAT 57.1 mm) WRENCH FLAT G OBE 1/2" NPT 7/16" (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 SEP 2019 DEFLECTOR FRAME 2-7/16° COMPRESSION SCREW;g BULB (62 mm) BULB SEAT WRENCH FLAT LOBE 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GL8118 GFS-1 00 PAGE 3 OF 6 I I 1 I I I I I I I I I I I I I I I I TABLE B: PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL5601 (II GL8I0I * GL8106 (1) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6(80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4(20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 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 1/2" NPT WRENCH FLAT 3801 BULB SEAT BULB COMPRESSION SCREW FRAME DEFLECTOR FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GLBIOI 1/2" (12.7 mm) NOMINAL MAKE-IN 3/4" NPT WRENCH FLAT 2-7/16" BULB SEAT BULB COMPRESSION SCREW FRAME DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 SEP 2019 GFS-1 00 PAGE 4 OF 6 TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 (1)12) GL5601 (1) (2) GL8I0I * (1))2) GL8106 (9)(2)13> ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K-FACTOR 2.8 (40 metric) 4.2(60 metric) 5.6 (80 metric) 8.0(115 metric) 8.0 (115 metric) NPT 1/2' 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F(141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) FM Approved 135°F (57°C) 135°F (57°C) Note: 1/2' Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 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 I cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING CULUS / LPCB ICE APPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY -2 15/16" DIA.- 2" DIA. MIN. HOLE IN CEILING1 -129/32" DIA. REDUCER \ / 1/8' MIN. r CEILING AD). CUP 1 3/4" MAX. RETAINER - FIGURE 7: RECESSED ESCUTCHEON TABLE D: STANDARD ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2"NPT 3/4"NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2"NPT 3/4"NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B 37/8" (98mm)- 181mm) DIP,. MI IDLE IN CEILING REDUCER 1/8" (3mm) MIN. 5/8° (16mm) MAX. - 1/2° (12mm) AD). 7/8° (22mm) MAX. - 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, & E. TABLE E. SEISMIC ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH —1/2"NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2"NPT 3/4"NPT Chrome 326201 326208 White 326203-W 326210-W SEP 2019 GFS-100 PAGE 5 OF 6 TABLE F: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx SIN I I TEMPERATURE GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL8106GI-8101'8101 GL81 8106 ORDERING INFORMATION SPECIFY: SPRINKLER Quantity . SIN • Orientation Orifice• NPT• Temperature Rating Finish • Part Number (See TABLE F) ESCUTCHEON Quantity• Finish • Part Number (See TABLE 0 & 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 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 • www.globesprinkler.com Technical Support. 989-414-2600 • techservice@globesprinkler.com S SEP 2019 GFS-100 PAGE 6 OF 6 I I I I I I I I I I I I I I I I I I I - 135 135-F (57-C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F(141-C) FINISH BRONZE CHROME WHITE POLYESTER BLACK POLYESTER Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. 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 SERIES GL-SR STANDARD COVERAGE, STANDARD REPONSE UPRIGHT, PENDENT & IRECESSED PENDENT1 SPRINKLER K-FACTOR: 2.8, 4.2, 5.6,8aO GENERAL DESCRIPTION I I I I I Globe Series CL-SR sprinklers sheet are Listed Standard Response sprinklers which utilize a 5mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orientations. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in ac- cordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprinklers are available in various K-factors, temperatures and finishes as shown. Recessed escutch- eons with either 1/2 or %" vertical adjustment are available (See Approvals Table for appropriate sprinkler/escutcheon combinations and Listings). Some pendent models are ad- ditionally available with a special "Seismic" escutcheon to meet the IBC-ASCE/SEI 7 requirements for use in seismic design categories C, D & E. OPERATION Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN Upright: GL2861, GL4261, GL5661, GL8161, GL8164 Pendent, Recessed Pendent: GL2851, GL4251, GL5651, GL8151,IGL8156 I Approvals cULus•FM•LPCB.CE See Approval Tables Maximum Working Pressure * 175 psi (l2bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze • Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy. Seal - teflon Bulb - glass with glycerin solution, 5mm Escutcheon Assembly - carbon steel UPRIGHT PENDENT RECESSED PENDENT FINISHES AND ACCESSORIES Finishes Factory Bronze • Chrome • thite Polyester Black Polyester - special order Wax Coated - 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. cam,-,- ) I RECESSED PENDENT SEISMIC IBC/ASCElSEI CODES LI Li DEC 2019 GFS-110 PAGE IOF6 1 FIGURE 2: RECESSED SPRINKLER WRENCH 1/2 NPT P/N 325391 NPT PIN 325401 INSTALLATION NOTICE I I I I I I I I I I I I I I I I 1 I 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 if-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft.-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet included within each box of sprin- klers. This sheet (GFS-840) is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). FIGURE 1: STANDARD SPRINKLER WRENCH 1/2 NPT P/N 325390 V NPT PIN 312366 DEC 2019 GFS-110 PAGE 2OF6 TABLE A: UPRIGHT SPRINKLERS SIN GL2861 ((2) GL4261 (1)(2) GL5661 (1)(2)(3) GL8161 (4) GL8164 (1)(2)(3) 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 ALL ALL ALL 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 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) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) NOTE: 500° F (260°C) available upon request without approvals. 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM 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) 360°F (182°C) - 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) LPCB NA NA 175°F (79°C) NA 175°F (79°C) Ref. No. 147c/04 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°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) "NOTE: Conditions of use for sprinklers within different Occupancy Hazards may vary depending on Density and sprinkler K-Factor. Refer to the appropriate Design Standard being utilized (i.e. NFPA; FM) for these conditions. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C). 200°F (93°C) EXCLUDING GL8161. AVAILABLE AS cULus LISTED, FM APPROVED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) FOR RETROFIT USE ONLY. DEFLECTOR FRAME COMPRESSION SCRE T :: ___________2-1/4 BULB ______7.1 mm) BULB SEAT WRENCH FLAT LOB I 1/2NPT 7/16" (11.1 mm) I NOMINAL MAKE-IN FIGURE 3: SERIES GL-SR UPRIGHT SPRINKLERS GL2861, GL4261, GL5661, GL8161 DEC 2019 DEFLECTOR FRAME - COMPRESSIONS CREW 2-7/16" _________________________ BULB (62 mm) BULB SEAT ______________________ ________ WRENCH FLAT LOB ________ 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-SR UPRIGHT SPRINKLERS GL8164 GFS-110 PAGE 3 OF 6 TABLE B: PENDENT SPRINKLERS SIN GL2851 (1)(2) GL4251 (1)(2) GL5651 (1)(2) GL8151 (4) GL8156 (1) )2))3) 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 ALL ALL ALL 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) CLILUS 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) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) 360°F (182°C) NOTE: 500°F (260°C) available upon request without approvals 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) F IV 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) 360°F (182°C) 360°F (182°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) LPCB NA NA 175°F (79°C) NA 175°F (79°C) Ref. No. 147c/04 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°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) *NOTE: Conditions of use for sprinklers within different Occupancy Hazards may vary depending on Density and sprinkler K-Factor. Refer to the appropriate Design Standard being utilized (i.e. NFPA; FM) for these conditions. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. AVAILABLE AS cULus LISTED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) EXCLUDING GL 8151. AVAILABLE AS cULus LISTED, FM APPROVED CORROSION RESISTANT WITH WAX COATING FOR 155°F (68°C), 200°F (93°C) (4) FOR RETROFIT USE ONLY. I I I I I I I I I I DEC 2019 7/16" (11.1 mm) NOMINAL MAKE-IN 112" NPT WRENCH FLAT 13010 BULB SEAT ____________________ 2-1/4° BULB (57.1 mm) COMPRESSION SCREW FRAME DEFLECTOR FIGURE 5: SERIES GL-SR PENDENT SPRINKLERS GL2851, GI-4251, GI-5651, GL8151 1/2° (12.7 mm) NOMINAL MAKE-IN WRENCH FLAT BULB 2-7/16° BULB 3/4" NPT 4-— _ FIGURE f (62 mm) COMPRESSION SCREW DEFLECTOR FRAME 6: SERIES GL-SR PENDENT SPRINKLERS GL8156 GFS-110 I I I I I I I I I PAGE 4 OF 6 TABLE C: RECESSED PENDENT SPRINKLERS SIN GL2851 111 GL4251 " GL5651 (1) GL8151*l GL8156 (1) (2) 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 ALL ALL ALL 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 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 135°F (57°C) 135°F (57°C) Note: %" Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) LPCB NA NA 175°F (79°C) NA 175°F (79°C) Ref. No. 147c/04 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 360°F (182°C) 360°F (182°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) *NOTE. Conditions of use for sprinklers within different Occupancy Hazards may vary depending on Density and sprinkler K-Factor. Refelto the appropriate Design Standard being utilized (i.e. NFPA; FM) for these conditions. * FOR RETROFIT USE ONLY cULus/LPCB/CE APPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEION FM APPROVED FOR BRASS FINISH ONLY I5/16 DIA.- 2 DIA. MIN, HOLE IN CEILING 129/32" DIA. - REDUCER 6. 1/8 MIN. MAIl.. 1/2 EEl. 1MIN 8 7/8 . 3/4 ,D CEILING aip RETAINER 1 3/4 MAX. —t FIGURE 7: RECESSED ESCUTCHEON TABLE D: RECESSED ESCUTCHEON TABLE E: SEISMIC ESCUTCHEON 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2° NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2° NPT 3/4' NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2°NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W DEC 2019 GFS-110 PAGE 5 OF 6 TABLE F: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH I I I I xxxx xxx xx 'T'- SIN I TEMPERATURE GL2861 2861 GL4261 4261 GL5661 5661 GL8161 8161 GL8164 8164 GL2851 2851 0L4251 4251 GL5651 5651 GL8151 8151 GL8156 8156 1 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F(141°C) 360 360°F(182°C) FINISH 01 BRONZE 02 CHROME 03 WHITE POLYESTER 04 BLACK POLYESTER 06 WAX COATED k I I I Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. I ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY: SPRINKLER Quantity . SIN Orientation • Orifice • NPT Temperature Rating Finish Part Number (See TABLE F) ESCUTCHEON Quantity• Finish • Part Number (See TABLE D and 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 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). 1 I I I I I I I 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 www.globesprinkIer.com Technical Support• 989-414-2600 • techserviceglobesprinkler.com S DEC 2019 GFS-110 PAGE 6 OF 6 I I TFP3I2 Page 4 of 6 Description Specification, UL Sprinkler Type ESFR Temperature Rating F (CC) 165-F (74-C) 212F (100CC) Response Type OR 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 10 ft (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 TFP3I2 I Page 5 of 6 FITTING SIDE TOWARDS SPRINKLER FITTING WIRE REC 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 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-25 Pendent Sprinkler in the pendent 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 (1Y9226), (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-441-1 -165 212°F (100°C) .................58-441-1-214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-25, Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (TY9226) with ISO 7-1 thread connection, (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-442-1 -165 212°F (100°C) ................. 58-442-1 -214 Sprinkler Wrench Specify: W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 I I I I I I I I I I I 1 1 I I I I I TFP3I2 Page 6 of 6 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 C 2020 Johnson Controls. All rights ronarved. All specifications and other information Shown were current snot document revision date and are subject to change without notion. /1 ( NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trodnro arko otcallonol Fire Protection Aceoclotlon; Johnson MONEL and INCONEL arc registered tncdemorks of Special Metals Corporation; TEFLON ins registered lrodema,tc of Dupont Controls I I Victaulic®_VicFlexTM Sprinkler Fittings Seriesi AH2and AH2-CC Braided Flexible Hoses Ai C- -ts -U1 ii C 10.85 I I I Series AH2 I Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component I Series AH2 1"IDN25 ID Braided Hose l 31, 36 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.75/140 mm straight re ucer. Series AH2-CC 1"/DN25 ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.75/140 mm straight reducer. Sprinkler Reducers Sprinkler Connections: ½ and %/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 ABS, AB11, AB12, ABBA and ABMM Bracket) Connections 1' Female CPVC Socket x 1" Grooved IGS (No. 116 CPVC Adapter) To adapter nipple (inlet) via 1725.4mm Grooved IGS P725.4 mm NPT or BSPT male thread 3/4720 mm BSPT male thread (VdS only) 11/4'732 mm BSPT male thread (LPCB only) To sprinkler head (outlet) via ½ or 3/4"/15 mm or 20 mm I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT, I System No. Location Spec Section Paragraph Submitted By Date Approved Date I victaulic.com 10.85 5839 Rev Al Updated 08/2020 © 2020 victaulic company. All rights reserved. 1 ictaulic' I I I ri I I I I I I victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Brackets Style AB1 for suspended and hard-lid ceilings and sidewalls, allows installation before most ceiling tiles in place Style A132 for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style A133 for surface mount applications, wood, metal and block walls, or ceilings Style AB4 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB5 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style AB7 for suspended and hard-lid ceilings Style AB7 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 A1310 for Armstrong® TechZon& ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 900 low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 4/100mm. Style ABBA bracket for suspended, expcsed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings • Strut channel and pipe clamp, not supplied by Victaulic Maximum Working Temperature 225°F/107°C 1507/65°C (No. 116 CPVC Adapter) Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) 175 psi/1206 kPa (No. 116 CPVC Adapter) Minimum Bend Radius 7/178 mm (FM/CCCf Approval) 2/51 mm (cULus Listed) 3/76.2mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K-Factors FM (1/2715mm reducer) K5.6/8,1 (SI.), (34/20mm reducer) K14.0/20,2 (SI.) cULus (1/2"/15mm reducer) K8.0/11,5 (Si.), (3,4/20mm reducer) K14.0/20,2 (SI.) VdS/LPCB (½"/15mm reducer) K5.6/8,1 (SI.), (3%"/20mm reducer) K8.0/11,5 (SI.) 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 2 4t1ulic. victaulic.com 2.0 CERTIFICATION/LISTINGS USTED NOTE The VicFlexSeries AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGuard® 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 NippI. (rhnn SteI, 7inr-PIferI Reducer (½"/l5mm or 3/4"/20mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC: Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut: Carbon Steel, Zinc-Plated Reducer (1/2'715 mm or 3/4'720 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 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 No. 116 Adapter Fitting: CPVC and Brass Seal: Victaulic EPDM 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 3 JtauIic victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose °NO i -- Brij 0501~_ ••UI U!ll 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 66.3/1683 72/1830 Series - Braided Hose- 0 Hose Length inches mm A inches mm B inches mm 31/790 243/622 29.8/757 36/915 29.5/749 34.8/884 48/1219 415/1054 468/1189 60/1525 53.5/1359 58.8/1494 72/1830 655/1664 708/1798 Item Description Flexible Hose Isolation Ring Gasket Nut Adapter Nipple Braid 7 Collar/Weld Fitting 8 Sleeve 9 Reducer Item Description Flexible Hose Isolation Ring Gasket Nut 5 Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve 9 Reducer 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 X, A _r_t a _U, i C r I 89 mm 1 victaulic.com 4.0 DIMENSIONS (CONTINUED) Standard Reducer IIIIIIIIIIuJ 5.75/140 mm straight reducer Optional Reducers 262"! 66.5 mm IIilllllIOOOiillhIIllllhIIII llliiil 9.0/229 mm straight reducer 13.0/330 mm straight reducer 2.62"! 66.5 mm 5.5017 I ij 139.7 mm 4.83"! 3.25"! 122.7 mm 82.6 mm Short 90° elbow reducer 7J5,,1 F 184.2 mm 6.57/ 166.9 mm Long 90° elbow reducer 5.00/ 127.0 mm NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile Short 90° elbow reducer Long 90° elbow reducer NOTE Style A811: When low profiles elbows are 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. No. 116 CPVC Adapter -C] NOTES C to E is 3.0/76.0mm The No. 116 CPVC Adapter has 2 ft. (0.6 m) EQL of 1" Schedule 40 pipe. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 /taUIic victaulic.com 4.1 DIMENSIONS VicF!ex Brackets Style AB1 Suspended Ceilings Hard-Lid Ceilings (FM Only) Item Description 1 24/610mm 0r48/1219mm 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 Style AB3 Surface Mount Applications FM/LPCB Approved 10.85 5839 Rev Al updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 6 A -C jtauIic 1 I I I I I I I I I I I I VicF!ex Brackets Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item Description 1 24"/610 mm 0r48'71219 mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Style AB5 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. Style AB7 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 1 700 mm or 1400 mm Square Bar 2 Patented I -Bee26 Center Bracket 3 End Bracket (adjustable) NOTE Both sizes FM/VdS/LPCB Approved. 10.85 5839 Rev Al updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 victaulic.com 42 DIMENSIONS \,s4taUIic Item Description 1 700mm or 1400mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved. victaulic.com 4.3 DIMENSIONS VicFlex Brackets Style AB8 Hard-Lid Ceilings Style AB1O Suspended ceilings Armstrong® TechZone1 Item Description 6/152mm Square Bar 2 Patented 1-Bee21 Center Bracket 3 End Bracket NOTE FM/VdS/LPCB Approved, cULus listed. Style AB 11 Suspended ceilings Hard-Lid ceilings Item Description 1 24/610mm 0r48"/1219mm Square Bar 2 Patented 1-Bee21 Center Bracket 3 End Bracket NOTE FM/VdS Approved, cULus listed. Style AB12 Suspended ceilings Hard-Lid ceilings Item Description 1 Style AB1 2 Bracket Body 2 #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 8 \/(ta UIiC victaulic.com 4.3 DIMENSIONS (CONTINUED) VicFlex Brackets Style ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar Cap Screw, Serated Flange, M6 x 1 x 20, 125 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x x 15.24, T25 Torx Drive Recessed Style ABMM Surface mount Stand-off mount Item Description 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 x x 15.24, 125 Torx Drive Recessed 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com j s( -to uIic' victaulic.com 4.4 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB1 Bracket A Bracket m mm. hole mm. hole 15.9 mm 113mm Typical See Chart Assembly 21/."/60 mm 21W768 mm Style All ax, hole max, hole i 2/51 mm 21W/60 mm 17743 mm ceiling tile Typical ceiling grid qL Finished See note ceiling face 24/61Ommor V27 V38 48/t2t9 mm on Pendent Center Hose clearance chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4"½" 3/4"½" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4 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 "A" Minimum 2.0 3.0 7.0 Bend Radius 50 80 , 175 - 'A" Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 111-.12 —Ct a —U1 ii C r I I I I I I I I I I I I I 1 I 11 victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket 910 gj1 1i .i 'ii' ]• if t11PJQ11 i ;ut! Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 WI 20mm ½' 113mm WI 20mm WI 20mm ½' 113mm WI 20mm /4°l 20mm WI 13mm /4l 20mm Max Recess' Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm R' Minimum 2.0 3.0 7.0 Bend Radius 50 80 175 "A° Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4°I20mm 3/4 I20mm 1/2 113mm Max Recess Sidewall Max Recess inches inches inches mm mm mm R" Minimum Bend Radius - 'A' Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 11 J1tauIic victaulic.com 4.6 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB4 Bracket See note II /a715.9 mr Typical ceiling tile Typical 167406 mm - 24/610 mm on Center A 2W/60 mm 21Yrn"/68 mm See Chart max. hole max. hole 2751 mm 235/60 mm mix, hole mm. hole TyicaF I Snished I eiling face I '/a723 mmJ pical V27 V38 cei 'ra and Pendent 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 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 hones are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 12 victaulic.com 4.7 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB5 Bracket See Chart Bracket A 2.37 AssemblyMb S l 61 .: .1 mm S le ASS max hole max. hole max. hole Hose Clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4'120mm ½ll3mm 3/4 120mm 3/4°120mm 1/2'113mm 3/4 '120mm 3/4'120mm 1/2 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 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile Long Elbow Long Elbow Short Elbow V2707 V3802 V2709 V3802 V3802 3/4°120mm 1/2'113mm 3/4 I20mm 1/2 113mm 1/2 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 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. I p 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 13 ___________ victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bracket Suspended Ceiling Grid with Recessed Sprinkler with Low Profile Short Elbow Suspended Ceiling Grid with Recessed Sprinkler and Straight 5.757140mm Reducer r_w 1:5 1w _ F!! _ - Fg t ::. TyplcolCeifing IyprcaI LePIPng V2707 'A"/1 9 ,rn MAX. RECESS Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4 /l9mm 3/4Y19mm 3/4719 MM 3/4719 MM 3/4 Y19mm 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 mm mm mm mm A Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 93 15.0 16.6 Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 236.2 381.0 421.6 Distance from Top of 05 20 15 15 1.5 15 30 30 30 30 B Typical Ceiling Tile to 12.7 50.8 38.1 38.1 38.1 38.1 76.2 76.2 76.2 76.2 Bottom _of Gate * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions I 2.22/ ) 56 mm 2.94 3.937 100 rnm4 75 mm 13.947 100 Mm 7mm l I 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 15 \/tGUIiC victaulic.com 4.10 DIMENSIONS Clearances Style AB3 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 Walllhickness 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 "B' 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 3302 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 HoseClearance 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 'C" 294 376 478 243 325 427 275 376 325 275 319 402 503 268 351 452 300 402 1 351 1 300 Bend Radius 7 8 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 16 \J#tUIiC I I I I I I I I I I I I I I I I victaulic.com 4.11 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet art Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.4 238 263 289 314 339 Series AH2-CC Braided Hose with Style 922 grooved outlet art Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 7.7 8.7 9.7 10.7 11.7 197 222 247 273 298 J3taUlicr 10.85 5839 Rev Al updated 08/2020 © 2020 victaulic Company. All rights reserved. victaulic.com 17 victaulic.com 4.12 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet .91 rt Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Min. 9.4 10.4 11.4 12.4 13.41 239 264 290 315 341 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 i Bend Radius 80 100 125 150 175 A Mm. 8.1 9.1 10.1 11.1 12.1 205 231 256 281 307 10.85 5839 Rev Al Updated 08/2020 © 2020 victaulic Company. All rights reserved. viCtaulic.com 18 JtaUIic victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.757140 mm Reducers USTED Style A131, AB2, AB4, AB5 and AB1O Brackets Maximum Equivalent Length Number of of 1"133.7mm 90° Bends at 2'751 mm Hose Length Outlet size Sch. 40 Pipe (C=120) Bend Radius inches/mm Inches/mm/type feet/meters 31/790 1/2"/15/Straight 16/4.9 4 3/4"/20/Straight 18/5.5 4 36/915 1/2'/15/Straight 21/6.4 5 3/4 /20/Straight 23/7.0 5 48/1220 1/2°/15/Straight 32/9.8 34'/20/Straight 37/11.3 60/1525 1/2'/15/Straight 46/14.0 10 3/4'/20/Straight 46/14.0 10 72/1830 - 1/2"I15/Straight 55/16.8 12 3/a /20/Straight 60/18.2 12 ceus Series AH2 and AH2-CC Braided Hose with 90° Low Profile Elbows LISTED Style AB11 VicFlex Bracket Maximum Equivalent Length Number of of 1733.7mm 90° Bends at 2751 mm Hose Length Outlet size Sch. 40 Pipe Bend Radius inches/mm inches/mm feet/meters 31/790 - 1/2715 24/7.3 4 3/4 /20 24/7.3 4 ½/iS 26/7.9 5 36/915 1/4 '/20 28/8.5 5 1w715 43/13.1 8 48/1220 1/4 /20 42/12.8 8 ½'/15 49/14.9 10 60/1525 3/4'/20 50/15.2 10 - Y2/15 - 65/19.8 - 12 72/1830 /4°/20 63/19.2 12 - I I I I LI I I I I I I I I I I I I 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 19 ___________ I 11 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 /iS 8.5!2.6 1/2715 N 11.0!3.4 13.0!4.0 16.0!4.9 A N.A N.A N.A N.A N.A N.A N.A 31/790 ~20 10.0!3.0 12.5/3.8 14.0!4.3 18.0/5.5 N.A N.A N.A N.A N.A N.A N.A N.A 36!915 1/2 715 13.5!4.1 16.0!4.9 18.0!5.5 19.0!5.8 21.0/6.4 N.A N.A N.A N.A N.A N.A N.A 1/4 720 14.0/4.3 17.0!5.2 19.5!5.9 20.0!6.1 23.0!7.0 N.A N.A N.A N.A N.A N.A N.A 48!1220 ½"I115 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 1/4720 17.0!5.2 19.0/5.8 21.5!6.6 24.5!7.5 26.0!7.9 27.0!8.2 30.0/9.1 37.0/11.3 N.A N.A N. N.A 60!1525 '/2!15 21.5!6.6 24.0/7.3 27.0/8.2 28.5!8.7 30.0/9.1 1 31.0!9.4 37.0111.3 42.0/12.8 44.0/13.4 46.0!14.0 N.A N.A /4 !20 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 1/2 715 30.0/9.1 32.0/9.8 36.5!11.1 37.5!11.4 40.5!12.5 41.0/12.8 142.0/12.8146.0/14.0149.0/14.9 52.0/15.8 54.0!16.5 55.0/16.8 72/1830 3/4"!20 32.0/9.8 32.5/9.9 135.0/10.7135.5/10.8140.0/12.3 40.5/123 41.0/12.5 146.0/14.0150.0/15.2 51.0/15.5 52.0!15.8 60.0/18.2 NOTES: Values for use with 5.75/140mm straight reducers. The values in this table are provided by the manufacturer for reference only. For friction loss data in accordance with the DL Certification, please refer to page 17 of this publication. How to use this Design Guide For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 20 JtaUIic I I I J ta UI i C 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 21 victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB1, AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicF!ex Brackets Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm/type Equivalent Length of 1/33.7mm Sch. 40 Pipe feet/meters Maximum Number of 90 Bends at 77178mm Bend Radius 31/790 5•6/81 . W/15/Straight 13.8/4.2 2 23.5/7.1 W115/90 Elbow 36/915 5.6/8.1 1/2715/Straight 16.6/5.1 2 25.6/7.8 1/2 /15/90 Elbow 48/1220 5.6/8.1 1/2'/15/Straight 23.4/7.1 3 30.7/9.3 1/2 /15/90 Elbow 60/1525 56/81 • 1/2"/15/Straight 30.2/9.2 4 35.9/10.9 1/2'/l 5/90'Elbow 72/1830 5.6/8.1 ½/iS/Straight 37.0/11.3 4 41.1/123 1/2715/90° Elbow 31/790 80/115 1/4'/20/Straight 16.8/5.1 2 16.8/5.1 1/4'/20/90 Elbow 36/915 80/115 /4/20/Straight 20/6.0 2 19.7/6.0 3/4'/20/90° Elbow 48/1220 8.0/11.5 3/4 /20/Straight 27.8/8.4 3 26.6/8.1 3/4'/20/90 Elbow 60/1525 8.0/11.5 3/4"/20/Straight 35.7/10.9 4 33.6/10.2 /4V20/90 Elbow 72/1830 80/115 3/4"/20/Straight 43.5/13.2 4 40.6/12.2 /472O/9O Elbow 31/790 11.2/16.1 3/4 /20/Straight 16.5/5.0 2 17.8/5.4 1/4"/20/90 Elbow 36/915 11.2/16.1 3.4/20/Straight 19.5/5.9 2 20.7/6.3 /4/20/90 Elbow 48/1220 112/161 1/4"/20/Straight 26.7/8.1 3 27.9/8.5 3/4'/20/90 Elbow 60/1525 11.2/16.1 3/4"/20/Straight 33.9/10.3 4 35/10.7 /4/20/90 Elbow 72/1830 1. 11.2/16.1 6 . 1 /4/20/Straight 41.3/12.5 4 . 42.2/12.8 1/4"/20/90 Elbow 31/790 140/202 ~'/20/Straight 14.9/4.5 . 2 15.5/4.72 3/4°/20/90 Elbow 36/915 14.0/20.2 3%/20/Straight 19.4/5.9 2 19.6/5.9 1/4"/20/90 Elbow 48/1220 8 0 14 /2 2 3/4"/20/Straight/20/Straight 30.3/9.2 3 29.5/8.9 /4/20/90 Elbow 60/1525 140/202 /4/20/Straight 33.9/10.3 4 34.1/10.4 ~0/20/90 Elbow 72/1830 /20 . 1402 3/4 /20/Straight 37.5/11.4 4 38.6/11.7 3/4 /20/90° Elbow FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 2400, which is less than the allowable 270°. 1 I I I I I I I I I I I I I I I victaulic.com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 90 0 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicFlex Bracket Length of Stainless Steel Flexible Hose inches/mm K-Factor Imperial/S.I. Outlet Size inches/mm Equivalent Length of 1/33.7mm Sch. 40 Pipe feet/meters Maximum Number of 90 Bends at 7°/178mm Bend Radius 31/790 5.6/8.1 W/15 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 1/21/1 5 25.0/7.6 3 60/1525 5.6/8.1 W/15 33.0/10.1 4 72/1830 5.6/8.1 1/2715 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 1/4"/20 16.9/5.2 2 48/1220 8.0/11.5 /4/20 27.8/8.5 3 60/1525 8.0/11.5 /4/20 32.6/9.9 4 72/1830 8.0/11.5 3/4720 40.6/12.4 4 31/790 11.2/16.1 /4720 13.7/4.2 2 36/915 11.2/16.1 /4"/20 17.0/5.2 2 48/1220 11.2/16.1 /4720 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 /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 3/4720 16.8/5.1 2 48/1220 14.0/20.2 /4"/20 24.7/7.5 3 60/1525 14.0/20.2 /4/20 32.7/9.9 4 72/1830 14.0/20.2 A°/20 40.7/12.4 -F 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 Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 22 J1tauIic' victaulic.com 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 Equivalent Length of Maximum Number Length of steel pipe according to of 90" Bends at Stainless Steel Outlet EN 10255 ON 25 3776.2 mm Bend Flexible Hose Size (33,7 x 3,25) Radius mm/inches mm/inches meters/feet meters/feet 15mm/t/z 31/790 5.5/18.0 3 20mm/l/4 15mm/1/2" 36/915 6.4/21.0 20mm11/4 3 15mm/'/2' 48/1220 8.5/27.9 3 20mmP/4 15mm/½ 60/1525 10.7/35.1 4 20mm/3/4 lsmmP/f 72/1830 12.8/42.0 4 20mm/l/4 VDS CEILING MANUFACTURERS LIST A131, A132, A137, AB10 ,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 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 3/76.2mm Hose Size (33,7 x 3,25) Bend Radius mm/inches mm/inches/type meters/feet 790/3 1 15 mm/½"/StraiQht 1.8/6.0 2 20 mm/W/Straight 15 mm/½"/Straight 915/36 3.6/11.9 20mm/34'/Straight 3 15 mm/½/Straight 1220/48 4.3/14.0 20 mm/W/Straiqht 3 15 mm/½'/Straight 1525/60 4.1/13.6 20 mm/~"/Straight 3 15 mm/½"/Straight 1830/72 5.5/18.1 3 20 mm/3/4 /Straight Series AH2 Braided Hose Style AB1, AB2, AB3, AB4, AB5, AB7, AB8, AB10 and AB12 Brackets Length of Flexible Hose mm/inches Equivalent Length of 1733.7 mm Sch. 40 Pipe Straight Configuration meters/feet Bend Configuration meters/feet 790/31 0.87/2.9 2.70/8.9 915/36 1.00/3.3 2.80/9.2 1220/48 2.23/73 4.66/15.3 1525/60 2.90/9.5 6.5/21.3 1830/72 3.31/10.9 7.16/23.5 CCCF NOTE Friction loss data is in accordance with G135135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 23 'JtaUIiC victaulic.com 6.0 NOTIFICATIONS A WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Always verify that the piping system has been completely depressurized and drained immediately prior to installa- tion, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. - A WARNING It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Victaulic VicFlex Series AH2 and AH2-CC Flexible Sprinkler Fittings may be painted provided the paint is compatible with stainless steel and zinc-plated carbon steel or ductile iron. Care should be taken to ensure the sprinkler and associated escutcheon or coverplate are not painted. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 24 \A-Cts-ulicr victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicFlex Maximum Load Values Series AH2 Hose with 24" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N Ib/Iinearft N/Iinearm 31/790 2.6 5.2 23 2.6 38 0.8 36/915 5.5 25 2.8 40 0.9 48/1220 6.3 28 3.1 46 12 60/1525 7.0 31 3.5 51 15 72/1830 168 7.7 34 3.9 57 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N Ib/Iinearft N/linearm 31/790 2.6 6.1 27 1.5 22 0.8 36/915 6.4 29 1.6 23 og 48/1220 7.2 32 1.8 26 1.2 60/1525 7.9 35 2.0 29 1.5 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/m Mm. Allowable Uniform Load lb/linear ft N/linearm Direct Hung Light 5.0 75.7 Intermediate 12.0 181.0 Heavy 16.0 241.7 SUMMARY: All direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the VicFlex sprinkler hose and bracket. 10.85 5839 Rev Al updated 08/2020 © 2020 victaulic company. All rights reserved. victaulic.com 25 ___ _au ___ [I 1 II [1 LI I I I I 1 I I I I I 1 I 1 I victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends fi~endr'audmws Fadmus Minim Minimum , -n bend radius bendlidius nd bend radiu OR Minimum OR bend radius LM inimum b ni - end b radius ' Minimum bend radius Minimum NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. l -Vic Flex-AB 1-AB2-AB10 l-VicFlex-A3 1-Vic Flex-A 04 l-Vic.Flex-AB7 I -VicFlex-A08 l-VicFleo-AB12 l-yicFlex-ABBA l-VicFlep-ABMM User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any ether document, nor any verbal reccmmendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, nary, 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 grunt any license under any patent or ether intellectual property right of Victaulic or any of its sabsidaries 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 palest 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-A84, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE format on our website at www.sictaulic.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. arid/sr ether countries. 10.85 5839 Rev Al Updated 08/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 26 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. ,S l, ••- Nominal Pipe Size (in) Nomini 0. D (ih) [ NoJnal I in ] e1p tlFt ' Bundle 1019' IIIAi !II 1/4 1 1.660 1.442 1.81 lbs/ft 61 I i 11/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 I 2 1/2 2.875 2.635 3.53 lbs/ft 4 30 3 3.500 3.260 1 4.34 lbs/ft 19 .4 .. 4.500 4.260 5.62lbslft 19 Schedule 40 Pipe 1 1.315 1.049 1.68 lbs/ft 70 11/4 1.660 1.380 2.27 lbs/ft 51 11/2 [ 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 21/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.026 10.80 lbs/ft . 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 6 Chesterfield, MO 63017 contact your salesperson 1819 Clarkson Road For additional information, C us (800) 325-4467 today at (800) 325-4467 or LISTED BULL. MOOSE TUBE COMPANY FAX: (636) 537-2645 (636) 537-2600 in the USA, www.bullmoosetube.com or from Canada AEcompany e-mail: sa1es(bu11moosembe.com call (800) 882-4666 ______ APPROVED All information contained herein is accurate as known at the time of publication. But Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES 1 r In. mm In. mm In. mm lbs.! ft. lCRR Lift 1¼ 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 134 11 1.900 483 1.682 427 109 277 209 311 58 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 2½ 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 4 4.500 1143 4.260 1082 120 305 562 837 16 19 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 6 6.625 1683 6.357 1615 134 I 340 930 1385 10 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 011.0). SCHEDULE 40 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In mm in. mm 1 In mm [Ibs/ftlHg/m 1 Cl Lift 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 1 356 227 339 100 51 1¼ 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 'Calculated using Standard (IL CRR formula, (IL Fire Protection Directory, Category VIZY. The CRP 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). A7N I FM Approved and Fully Listed Sprinkler Pipe Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, I C-UL and FM Listed. Approvals and Specifications Both products meet or exceed I the following standards: ASTM A135, Type E, Grade A (Schedule 10) ASTM A795, Type E, Grade A (Schedule 40) I . NFPA13 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected the toughest possible testing protocols to I 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 U 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 PROJECT: CONTRACTOR: DATE: I ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: loll I Wheatland Tube 700 South Dock Street Sharon, PA 16146 7800P' 57.8182 I F 724.346.7260 info@wheatIand.com I wheatland.com SCHEDULE 10 High Strength Steel Fire Sprinkler Pipe Schedule 10 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler systems with unthreaded ends intended to be joined by welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VIZM), when installed in accordance with the fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, plainènded 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 WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (lb/fl) 11,0 LENGTHS (fi) PRESSURE RESISTANCE (inches) (inches). FILLED PER (psi) RATIO (CRR) (Ibifi) BUNDLE I I SCH.1O 1 ScH.40 3 3.260 .120 4.33 7.95 24 21 300 300 3.00 1.0 4 4.260 .120 5.61 11.79 19 21 300 300 1.90 1.0 6 6.357 .134 9.29 23.04 10 21 300 300 1.21 1.0 8 8.249 .188 16.94 40.10 7 21 300 300 1.81 1.0 Notes: 1. - Other lengths are available upon request. SCHEDULE 40 High Strength Steel Fire Sprinkler Pipe Schedule 40 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, preaction and deluge type sprinkler systems with unthreaded ends intended to be joined by welding or by Listed rubber gasketed fittings as indicated in Underwriters Laboratories Listings under the category for Fittings, Rubber Gasketed (VlZM), when installed in accordance with the/fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-ended and welded lengths for wet systems. - Schedule 40 pipe products are coated with a durable, paintable, environmentally approved acrylic or water-based coating. Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL WEIGHT WEIGHT NUMBER LENGTH' RATED CORROSION (inches) ID THICKNESS (lb/fl) HO LENGTHS (ft) PRESSURE RESISTANCE (inches) (inches) FILLED PER (psi) RATIO (CRR) (ib/fi) BUNDLE UL FM Reference Value 3 3.068 .216 7.58 10.78 24 21 300 300 1.0 I 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 1.0 Notes: 1. - Other lengths are available upon request. I 2. - 8 inch SCH 30 (.277 inches) pipe can be supplied from 8' Sch 40. C®US LISTED TEX-TUBE FIRE PROTECTION PIPE I APPROVED i I i I I I I I I Victau I ic® Fi reLockTM Fittings \4ta ulicr 10.03 I I I LI 1.0 PRODUCT DESCRIPTION I Available Sizes 1 ¼ - 8'/DN32 - DN200 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 • FireLockTm fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Connects pipe, provides change in direction and adapts sizes or components I Pipe Materials Carbon steel I 2.0 CERTIFICATION/LISTINGS (E ®USM I 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. El Red enamel in Europe, Middle East, Africa, and India. 0 Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.03 1539 Rev N updated 09/2017 © 2017 Victaulic Company. All rights reserved. '/tauIic 1 __________________ victaulic.com 4.0 DIMENSIONS kCtoE.1 °toE C to tLV ' Ci -b No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 90° Elbow 45° Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each I Each inches inches inches lb inches lb inches lb inches lb DN I mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 03 DN32 42.4 - - - - - - 21 0.1 11/2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DNSO 603 70 0.8 51 0.8 70 1.1 22 03 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 3.1 338 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 1 76 2.3 102 3.4 - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 ,22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 2163 173 10.5 - - 176 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 \/tauIic. victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 -T Nominal Outside Size Diameter 90 Elbow 45 Elbow Branch Run inches inches feet feet feet feet DN mm meters meters meters meters 1Y4 1.660 - - - - 0N32 42.4 - - - - 1½ 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 1413 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 83 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 4.9 245 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 4.0 - 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. I 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 I J1tauIic' victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N/009H couplings, use FireLockTM No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 10.64 Victaulic® rlreLockrM Rigid Coupling Style 009N 10.02: VictuLllic® FireLockTM Rigid Coupling Style OOSH with VicPlusTM Gasket System 29,01: Victaulic® Terms and Conditions of Sale I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, onus a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in POF 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. victauIiciom 4 \L ta ulid I I Victaulic® FireLockTM Installation-ReadyTM Rigid Couplings Style 009N and Style 109 I I I Patented Patented 1.0 PRODUCT DESCRIPTION \4taulicr 10.64 I Available Sizes Style 009N: 11/4 - 127DN32 - DN300 Style 109: 11/4 - 2 1/27DN32 - 73.0 mm I 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. I Maximum Working Pressure Up to 365 psi/2517 kPa. Function I • Joins carbon steel pipe with grooved ends conforming to publication 25.01. Provides a rigid pipe joint designed to restrict axial or angular movement. I 2.0 CERTIFICATION/LISTINGS LPCB (E I USTED c104-la/36 EN 10311 Regulation (EU) No. 305/2011 I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. p I System No. Location Spec Section Paragraph Submitted By Date Approved Date I victaulic.com 10.64 7072 Rev M updated 12/2018 © 2018 victaulic company. At rights reserved. _/ftauIic. I victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange enamel (North America, Asia Pacific) O Red enamel (Europe) El Optional for Style 009N: Hot dipped galvanized Gasket: (specify choice) Grade "E" EPDM (Type A) Vic-PIusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-400C and above. Not compatible for use with hot water services or steam services. NOTES Reference should always be made to publication 1-100, Victaulic Field Installation Handbook for gasket lubrication instructions. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice) Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial) and ASTM A563M Class 9 (metric). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 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. 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic company. All rights reserved. uirfaiiIir mm 2 4tauIcr I victaulic.com I 4.0 DIMENSIONS Style 009N Two-Bolt Installation-Ready Coupling I I Size Maximum Maximum Allow. Bolt/Nut Dimensions Weight Actual Outside Working End Pipe End Pre-assembled Joint Assembled 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 DN mm kPa N mm - mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 3/8X2 3.13 5.00 2.75 5.00 2.00 1.4 DN32 42.4 2517 3514 2.54 2 - M10x51 79 127 1 70 127 51 0.6 1 1/2 1.900 365 1035 0.10 2 3/ x 2 3.38 5.13 3.00 5.13 2.00 1.5 DN40 48.3 2517 4604 2.54 M10x51 86 130 76 130 51 0.7 2 2.375 365 1617 0.12 3/8X2½ 4.00 5.63 350 5.63 2.00 1.9 DN50 60.3 2517 7193 3.05 2 - M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 2 3/8 X2½ 4.50 6.13 4.00 6.13 2.00 2.1 73.0 2517 10542 3.05 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 DN65 76.1 2517 11476 3.05 - M10x63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 2 318X2½ 5.13 6.75 4.63 6.75 2.00 2.3 DN80 88.9 2517 15622 3.05 M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 2 3/8 X2½ 6.00 7.88 5.63 7.50 2.13 2.9 DN100 114.3 2517 25822 432 - M10x63 152 200 143 191 54 1.3 4.250 365 5178 0.17 2 3/sX2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8872 0.17 2 ½ x 3 7.25 9.25 6.75 9.13 2.25 5.0 141.3 2517 39456 4.32 * M12x76 184 235 171 232 57 2.3 5.250 365 7901 0.17 2 ½x3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 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 1 235 171 1 232 57 1 2.2 6 6.625 365 12582 0.17 2 ½x3¼ 8.38 10.38 7.88 10.13 2.25 6.0 DN150 168.3 2517 44469 4.32 M12x83 213 264 200 257 57 2.7 6.250 365 11198 0.17 ½x3¼ 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 1/2 x 3¼ 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 2 - M12x83 203 260 197 257 57 2.7 8 8.625 365 21326 0.17 2 5/ax4 10.88 1338 10.25 13.13 2.50 11.4 DN200 219.1 2517 94863 4.32 M16x 101 276 340 260 333 64 5.2 8.500 365 20712 0.17 5/)<4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 2 1 - M16x 101 270 337 260 257 67 5.2 10 10.750 300 27229 0.25 2 7/ x 61/2 13.75 17.00 13.25 17.13 2.75 22.6 DN250 273.0 2068 121121 6.4 - M22x165 349 432 337 435 70 10.3 12 12.750 300 38303 0.25 2 7/8X6½ 16.00 19.00 15.50 19.13 2.75 27.6 DN300 323.9 2068 170380 6.4 - M22 xl 65 406 483 394 486 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 accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. Style 009N couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "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 cannot be used with the Style 009N or Style 109 couplings. I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 ,4tauiic I I I I I I I LI [1 I I 1 1 I rI 4tau jicr I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 4.1 DIMENSIONS Style 109 One-Bolt Installation-Ready Coupling Y3 Z Yl<* XA Style 109 Joint Assembled Style 109 Pie-Assembled Size Maximum Maximum Pipe End Bolt/Nut Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Separation Approx. YL -------------- YB X Z YL YB X Z Nominal Diameter Pressure4 Load4 Allowable5 Qty. Size (Each) inches inches psi lb inches inches inches inches inches inches inches inches inches inches lb mm mm kPa N mm mm mm mm mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 3/sx2¼ 1.88 2.50 3.13 1.88 1.88 2.63 2.75 1.88 1.4 DN32 42.4 2517 3514 2.54 1 M10x57 48 64 79 48 48 67 70 48 0.6 11/2 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 1 3/a x2½ 2.25 2.88 3.88 2.00 225 3.13 3.50 2.00 1.8 DN50 60.3 2517 7193 3.05 M10x63 57 73 98 51 57 79 89 51 0.8 2½ 2.875 365 2370 0.12 1 3/eX2½ 2.50 3.13 4.38 2.00 2.50 3.38 3.88 2.00 2.1 73.0 2517 10542 3.05 M10x63 64 79 111 51 64 86 98 51 0.9 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. Style 109 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade "E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets and cannot be used with the Style 009N or Style 109 couplings. 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 1 1/4 160 42.4 2517 2517 2503 2503 2500 2500 DN32 25 25 25 [::2500 25 25 25 365 365 363 363 363 363 DN40 48.3 2517 2517 3 2503 2500 2500 25 - 25 25 25 25 25 365 365 363 363 363 363 2 2.375 DN50 603 2517 2517 2503 2500 2500 2500 - - 25 25 25 25 25 25 2.875 365 365 363 363 363 363 21/2 2517 2517 2503 2500 2500 2500 730 25 25 25 25 25 25 3657 363' 363 363 DN65 3.000 76.1 2517 N/A 25038 N/A 2500 2500 251 258 25 25 365 365 363 363 363 363 3 3.500 2517 2517 2503 2503 2500 2500 DN80 889 25 25 25 25 25 25 365 365 363 363 363 363 4 4.500 2517 2517 2503 2503 2500 2500 DN100 1143 25 25 25 25 25 25 363 363 4.250 N/A N/A 2503 2503 N/A N/A 1080 25 25 365 363 363 232 363 5 5.563 290 2000 2517 2503 2503 1600 2500 141.3 20 25 25 25 16 25 3638 5.250 N/A N/A 25038 N/A N/A N/A 30 25 290' 3638 232 363 0N125 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 20 25 257 25 16 25 363' 6.250 N/A 25038 N/A N/A N/A 9 N/A 25 29010 3638 363 6.500 200010 N/A 25038 N/A N/A 2500 6. 20 258 25 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 I-009N for details concerning when supplemental lubrication is required. I cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. cULus listed for EN 102554.5mm pipe wall. I ts 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. '° cUL listed to 250 psi/1720 kPa /17 bar. I I . 10.647072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 5 \JtaUlic I I I I I I I I I I I I I I I victaulic.com 5.0 PERFORMANCE (CONTINUED) Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa ON mm bar bar bar bar bar bar 300 365 363 363 232 363 8 8.625 2068 2517 2503 2503 1600 2500 DN200 219.1 20 25 25 25 16 25 290 3638 8.500 2000 N/A 2503' N/A N/A N/A 26 20 25 300 300 300 300 10 10.750 2068 2068 2068 2068 N/A N/A DN250 273.0 20 20 20 20 30012 300 250 300 12 12.750 206812 2068 1720 2068 N/A N/A N300 323.9 2012 25 1 17 20 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the VictaulicInstallation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220)2.6mm 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 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 10250 psi/1720 kPa /17 bar. 5.1 PERFORMANCE Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals13 The information provided below is based on the latest listing and approval data at the time of publication. Listings/ Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus FM Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi inches inches kPa kPa kPa kPa ON mm bar bar bar bar 1 365 365 365 365 1 1/4 1.660 2517 2517 2517 2517 DN32 42.4 25 25 25 25 11/2 1.900 365 365 365 365 DN40 48.3 2517 2517 2517 2517 25 25 25 25 365 365 365 365 2 2.375 DN50 603 2517 2517 2517 2517 25 25 25 1 25 2.875 365 365 365 365 21/2 73.0 2517 2517 2517 2517 25 25 1 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. I 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. I victaulic.com 6 x Ac _ta U I _ie I I I I I I I victaulic.com 5.2 PERFORMANCE Specialty Pipe Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM psi psi inches kPa kPa Pipe Type DIN bar bar 1¼-4 300 EF DN32—DN100 2068 N/A 20 300 300 EL 2068 2068 DN32—DN5O 20 20 300 ET40 2068 N/A DN32—DN50 20 300 EZF 3-4 2068 N/A DN8O- DIN 100 20 300 300 EZT 2068 2068 DN32—DN50 20 20 300 FF 2068 N/A DN40—DN100 20 300 300 GL 2068 2068 DN32—DNSO 20 20 300 300 DN32—DN100 2068 2068 20 20 MF 175 175 DN150 1205 1205 12 12 300 300 MT 2068 2068 DN32—DN50 20 20 300 MLT N/A 2068 DN32—DN50 20 300 IF 21/2-4 N/A 2068 7 30 N100 20 175 300 WGS, WG5E, WFS, WG7, WG7E, WL7 1 1/4-4 1205 2068 DN32— DIN 100 12 1 20 300 300 WLS 2068 2068 0N32—DN50 1 20 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. E140 = 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 = CL 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 Tee-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. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 7 [1 I I I Li I I Li I I I I 1 I I I I I htauiicr I victaulic.com 5.3 PERFORMANCE Specialty Pipe Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals Size Pressure Rating cULus FM inches psi psi kPa kPa Pipe Type DN bar bar 300 1/4-21/2 N/A 2068 DN32— 73.0 mm EF 20 300 1 1/2-21/2 DN40-73.0mm 68 20 20 N/A 300 Easy-Flow N/A 2068 DN32—DN50 20 300 EL N/A 2068 DN32—DN50 20 300 300 ET40 2068 2068 DN32—DN50 20 20 300 DN32—DN50 N/A 2068 ELI 20 300 1½-2 DN40 - DNSO 2068 N/A 20 3 00 300 FF 1 1/2 -21/2 2068 2068 DN40 —73.0mm 20 20 300 GL N/A 2068 DN32—DN50 300 300 MF 1¼-2½ 2068 2068 DN32 —73.0mm 20 20 300 300 MT 2068 2068 0N32—DN50 20 20 300 300 MLT 2068 2068 DN32—DN50 20 20 2½ 300 IF N/A 2068 73.0 mm 20 300 WG7,WG7E N/A 2068 DN32—DN50 20 300 WLS N/A 2068 L DN32—DN50 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. Easy-Flow = Easy-Flow steel pipe manufactured by Borusari Mannesmann Boru. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZI = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FF = 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. TE = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG7, WG7E = WGalweld 7 and WGalweld 7E steel pipe manufactured by Wuppermarin 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 \JtauIiC I victaulic.com 6.0 NOTIFICATIONS Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 1 7.0 REFERENCE MATERIALS 05.01: Seal Selection Guide 25.01: Original Groove System (OGS) Groove Specifications 1 -009N: Installation Instructions FireLock EZTM Rigid Coupling Style 009N 1-100; Victaulic Field Installation Handbook 1-109: Installation Instructions FireLockTM One-Bolt Rigid Coupling Style 109 I-ENDCAP; Victaulic End Caps Installation Instructions I I 1 I Note User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as lathe suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulicproducts for a particular end-use application, in accordance with industry lobe 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, or waive any precision of Victaulic Company's standard conditions of sale, 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 guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our weboite at www.victaulic.com. No statement contained herein concerning possible or suggested use of any material, warranty product, service, or design is intended, or should be constructed, to grunt any license Refer to the Warranty section 01 the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries Trademarks 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 Victautic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com JtauIicr I I I I I I I I m FireLock® Rigid Coupling I Style 005H with Vic-PlusTM Gasket System 1OID Patented Exaggerated for clarity I (cPIuS Gset System I Approvals/Listings: FL P-C7B C®US cLISTED 1O2 I See Victaulic Publication 10.01 for more details. LPC and VdS Approved, see notes on page 3 I Product Description: FireLock Style 005H rigid coupling has a unique, I patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. I Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the I housing over the gasket. This reduces components to handle during assembly. Style 005H FireLock coupling are designed and I recommended for use ONLY on fire protection systems. Vic-Plus' Gasket System: Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically I tested. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. I Please refer to the latest copy of the Victaulic Field Installation Handbook (I-lOU) for supplemental lubrication requirements and dry pipe fire protection I system notes. Job/Owner System No. I Location Contractor I Submitted By Date 't%taulicf 10.02 Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: (specify choice) Standard: Orange enamel (North America); red enamel (Europe) 0 Optional: Hot dipped galvanized Coupling Gasket: (specify choice) NOTE: Additional gasket styles are available, contact Victaulic for details. 0 Grade "E" EPDM Type A Vic-Plus° Gasket System' EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus'° Gasket System, requiring no field lubrication for most installation conditions. 0 Grade "L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°c. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below O°F/-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 HushSeal gaskets for dry services. Engineer Spec Section Paragraph Approved Date I 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. 1 I J -C tauIic victauic.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 'A - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4 1/4 - 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 deflection. Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End Dimensions Weight __________ X V Z Size Diameter Pressure'4 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 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 2-3/8 X21/4 70 114 48 1 0.5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 483 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 50 603 2413 6900 1.7 2-3/ax2½ 89 133 48 0.7 21/2 2.875 350 2270 0.07 2-3/a X21/2 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 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 2-3/ax2½ 105 146 48 0.9 3 3.500 350 3365 0.07 2-3/8X2½ 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 118 156 48 1.0 4 4.500 350 5565 0.16 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 2-3/8X2½ 146 184 54 1.4 108.0 mm 4.250 300 4255 0.16 2-3/sX2½ 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 1 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 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 2-1/2 x21/4 175 229 54 22 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- ½ x 2 ~ 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 2-5/,x4¼ 1 267 1 334 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 1½ times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 4 Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 10.02 1538 Rev M Updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 Aic--tau-hcr victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure psi Related Working Pressure psi Related Working Pressure psi Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM 5 11/4-3 175 175 175 EL 11/4 2 300 N/A N/A MT 114-2 300 N/A N/A 114-3 350 350 350 El 114-2 300 N/A N/A STF 114-4 N/A N/A 300 10,40 300 300 300 EZ Stead5-8 4-6 3006 N/A 300 lh/4 _2 N/A N/A 300 BLT 1'/42 300 300 N/A FE 11/4-4 N/A N/A 300 IF 3-8 N/A N/A 300 OF 11/4_4 300 300 300 GAL-7 114-2 300 N/A N/A WLS 1¼-2 300 300 N/A 01 1'/42 300 300 N/A MLT 114-2 300 N/A N/A XL 11/4-3 300 300 300 EF 114-4 175 7 1 N/A 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. Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in PDF format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty sectional the current Price List or contact Victaulic for details. Victaulic° 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 ___________ I I Victaulic® Flexible Coupling 4tau1icr Style 75 06.05 a 1 - 8/DN25 - DN200 1 I I 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 87DN25 - DN200 Pipe Material IS Carbon steel IS Stainless steel Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPa/34 bar Working pressure dependent on material, wall thickness and size of pipe Application IS 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 LISTED 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 I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I victaulic.com 06.05 1470 Rev P updated 10/2017 © 2017 Victaulic company. All rights reserved. 1 A-Cta-ulilar I 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) Standard: Orange enamel O Optional: Hot dipped galvanized O Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') 0 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 +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. 0 Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°FI+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. 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 III (imperial) or Type II (metric). Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulie.rom htauiicr I victaulic.com I 4.0 DIMENSIONS Style 75 I Li Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut - Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X V Z (Each) inches inches inches inches/ft. imperial inches inches inches lb ON mm mm Degrees mm/rn - metric mm mm mm kg 1 1.315 0-0.06 0.57 %x2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2 3' 48 2 M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 0.45 3/8 X2 2.68 4.61 1.77 1.4 2 - 10' 2 DN32 42.4 0-1.6 38 M10x51 68 117 45 0.6 1 1/2 1.900 0-0.06 0.40 2 ~x2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 - 56' 33 - M1Ox51 74 122 45 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 -1 0.26 2 % x 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 3/ x 2 4.00 5.90 1.88 1.9 1 - 12' 2 DN65 76.1 0-1.6 22 - M10x51 102 150 48 0.9 3 3.500 0-0.06 1 - 2' 0.22 2 ½X2 3/4 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 18 - M12x70 114 178 48 1.3 31/2 4.000 0-0.06 , 0-54 0.19 2 ½x2~ 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 16 M12x70 127 191 48 1.3 4 4.500 0-0.13 0.34 2 ½x2~ 5.80 8.03 2.13 4.1 DN100 114.3 0-3.2 1 - 36' 28 - M12x70 147 204 54 - 1.9 4.250 0-0.13 0.35 ½x2~ 5.55 7.79 2.13 3.7 1 41' 2 108.0 0-3.2 - 29 M12x70 141 198 54 1.7 5.000 0-0.13 %x3¼ 6.13 9.43 2.13 5.5 1 -26,0.25 2 127.0 0-3.2 21 M16x83 156 240 54 2.5 5 5.563 0-0.13 , 0.27 %x 3¼ 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 0.28 5/8X31/4 6.55 9.37 2.13 6.0 1 - 21' 2 133.0 0-3.2 24 M16x83 166 - - 238 54 2.7 5.500 0-0.13 0.28 5/8X3'/4 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 1 -18' 24 2 - M16x83 173 244 54 2.9 6.000 0-0.13 0.21 5/8X3¼ 7.38 10.48 1.88 6.2 152.4 0-3.2 1 1 2' 18 2 M16x83 187 266 __48__2.8 6 6.625 0-0.13 0.23 5/a x 3¼ 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 1 - 5' 18 2 M16x83 203 281 54 3.2 6.250 0-0.13 0.24 ¼x3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 1 -91 20 2 - M16x83 194 266 54 3.1 6.500 0-0.13 0.23 1/s x 3 1/4 7.84 10.66 2.08 6.6 165.1 0-3.2 17 , 58 2 - M16x83 199 271 53 3.0 8.515 0-0.13 0.18 ~x4¼ 10.19 13.75 2.32 13.2 0 - 51' 2 216.3 0-3.2 - 46 - M20 108 1 259 350 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 1 263 355 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: I 50% for 3/4-3 ½"/DN2O - DN90; 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. I I I 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 'J(tauIic. I I I I I I I I I I I I victauliccom 5.0 PERFORMANCE Style 75 Size Maximum Actual Outside Working Maximum Nominal Diameter Pressure4 End Load4 inches inches psi lb DIN 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 1/2 1.900 500 1420 DN40 48.3 3447 6,320 2 2.375 500 2215 0N50 60.3 3447 9,860 21/2 2.375 500 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 1½ times the figures shown. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 _14tauiic victauliccom 6.0 NOTIFICATIONS AWARNII4G 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 0206: Victoulic® Potable Water Approvals ANSI/NSF 05.01: Victautic® Seal Selection Guide - Elastomeric Seal Construction Victaulic® Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 06.15; 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 - -100; Victaulic® Field Installation Handbook I r1l Ll I I Li 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 User Responsibility for Product Selection and Suitability 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 Is the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in POE format on our website at www.oictaulic.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 Trademarks 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 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. p p 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 /tauIicr I I I Victaulic® Reducing Coupling Style 750 I:,-- 0 _ rmw 1.0 PRODUCT DESCRIPTION JA -C tauIic 06.08 I I I I I Li I I Li I Available Sizes: 2 x 1" through 10 x 87DN50 x DN25 through DN250 x DN200 Pipe Material: Carbon steel Maximum Working Pressure: Up to 500 psi/3447 kPa Working pressure dependent on material, wall thickness and size of pipe Application: Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories Permits direct reduction on piping run Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation: Cut or roll grooved in accordance with publication 25.01: Victaulic Standard Groove Specifications. 2.0 CERTIFICATION/LISTINGS usm NOTES Download publication 1001 for Fire Protection certifications/Listings Reference Guide. I 1 I U I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I victauliC.Com 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic company. All rights reserved. OF 1 I victauliccnm 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 specal request. Housing Coating: (specify choice) El Standard: Orange enamel. O Optional: Hot dipped galvanized conforming to ASTM A153. El Optional: Contact Victaulic with your requirements. Gasket: (specify choice') 0 Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+230C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. 0 Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +1400F/+600C and water over +150°F/+660C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others O For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. I Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): o Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). 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 X.A-c-t-a-ulicr I Pipe End Size Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches In./Ft. 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 2 '/a x 2 DN50 DN25 0-1.8 17 85 134 48 1.2 0-0.07 0.20 3.38 5.28 1.88 2.0 11/2 0° 57 2 /8 x 2 DN40 0-1.8 17 85 134 48 1.0 21/2 2 0-0.07 0.16 4.00 5.93 1.88 3.1 0 • 2 'A x 2 DNSO 0-1.8 14 102 151 48 1.4 2 0-0.07 0.16 4.38 6.63 1.88 4.6 0° -47 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 2 DN80 DNSO 0-1.8 ½ 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 x2~ 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 1°-19 2 1/8 x 314 DN100 DN50 0-3.2 25 159 226 57 3.7 2 1/2 0-0.13 0.28 6.25 8.90 2.25 8.6 1°- 19 2 1/8 x 31/4 0-3.2 25 159 226 57 3.9 0-0.13 0.28 6.25 8.90 2.25 6.9 1°- 19 2 % x 314 0N65 0-3.2 25 159 226 57 3.1 3 0-0.13 0.28 6.00 8.90 2.25 6.7 1° - 19 2 '/a x 31/4 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 1-3 2 1/4 x 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 3/4 x 4¼ 165.1 DN100 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 x41/4 DN150 DN100 0-3.2 15 219 302 57 7.6 5 0-0.13 0.18 8.31 11.90 2.25 12.9 0°-52 2 1/4 x 4¼ 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 DN200 165.1 0-32 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 DN150 0-3.2 11 275 378 64 10.2 10 8 0-0.13 0.90 13.12 17.26 2.62 31.4 0° -25 2 DN250 DN200 0- 3.2 8 1 x 5½ 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 1/4 -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. victaulic.com 3 _JtauIic. I I I I I victaulic.com I 4.0 DIMENSIONS Style 750 I I I I I I I I I I I I I victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Working Maximum End Nominal Pressure4 Load4 inches psi lb ON kPa N 2 1 350 500 DN5O DN25 2413 2,225 350 1000 11/2 DN40 2413 4,450 21/2 2 500 2215 DN50 3447 9,850 2 350 1550 DNÔS DN50 2413 6,900 3 2 350 1550 DN80 DN50 2413 6,900 500 3250 21/2 3447 14,460 350 2475 0N65 2413 - 11,010 4 2 350 1550 ON100 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 DNIOO 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 DN2001 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 publication 06.15. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 _1,rtaUiiC• I victaulic.com 5.1 PERFORMANCE Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 2 1 5.9 DNSO DN25 1.8 2.0 1½ DN4O 0.6 2½ 2 1.9 - DN50 0.6 - 2 1.9 DN65 __DN5O --0.6 3 2 5.5 DN80 DNSO 1.7 3.8 2½ 1.2 3.8 DN65 1.2 4 2 6.0 DN100 DNSO 1.8 6.0 2½ 1.8 6.0 0N65 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 DN15O 2.2 10 8 8.7 DN2500N200 2.7 Equivalent Size PipeLength Small Nominal Diameter inches ft DN m 1 2 2.7 DN25 __DNSO 0.8 1½ 2 1.9 DN40 __DNSO 0.6 2 1.0 DNSO x 21/2 0.3 1.0 DN65 0.3 3.5 3 DN8O 1.1 3.0 4 DN100 0.9 2½ 3 2.5 0N80 0.8 3.0 4 DN100 0.9 3 2.5 DN65 x DN80 0.8 3.0 4 DN100 0.9 3 4 2.5 DN80 __DN100 0.8 4 5 3.3 DNJOO 1.0 4.6 165.1 1.4 4.6 6 0N150 1.4 5 6 2.3 DN15O 0.7 8 5.4 165.1 __DN200 1.7 6 8 6.0 DNI50 __DN200 1.8 8 10 6.3 DN200 __DN250 1.9 I I U] I I I I I I I I 1 Flow Data - Head Loss Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/+16°C. Flow Reducing Flow Expanding I I I 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 \)tauIic I victaulic.com 6.0 NOTIFICATIONS A WARNING QO• 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 0501: Victaulic® Seal Selection Guide 1001: Victaulic® Products for Fire Protection Pioine Systems - Regulatory Approval 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 I I I I I 1 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 unwell as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal reccmmendation, advice, or opinion from any Victaulic employee, shall be deemed to alte, vary, supersede, or waive any provision of Victaulic Company's standard conditions of 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 gruel any license under any palest 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 o other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in POF format on our website at www.oictaulic.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 n. ictaulic I I Mechanical-I® STYLES 920 AND 920N I I Victaulic Mechanical-Ta 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. I Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. STYLE 920 CROSS PATENTED All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule I 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. I Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap 110 hole cutting tool, which allows for hole cutting capabilities on pressurized I systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. I 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 I EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. I • 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. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to I the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER I System No. Submitted By Spec Sect Para__________ Location Date Approved Date__________________________________ Iwww.victaulic.com - taul i C VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. G 2018 lTAULlC COMPANY. ALL RIGHTS RESERVED. REV 0 11.02 1 I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 3 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Dimensions - -- -- -- -- -- -- 2 /2 (a) 920N 500 1.50 200 2.53 1.61 5.35 -- 2.75 3.1 - 50 15 3450 38.1 51 64 - 41 136 70 1.5 3/~ (a) 0 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 - 41 136 70 1,5 1(a) m 920N 500 1.50 1.85 2.53 1.61 5.35 275 3.0 25 3450 38.1 47 64 - 41 136 70 1.4 - 11/4 (a) fu 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 445 52 70 76 41 136 76 1.7 1.5 1½ (a) ta 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 1 44.5 52 70 79 41 136 83 1.7 1.5 21/2 x 112 (a( § a920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 - 46 143 70 1.4 - IK (a) 5a 920N 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 - 46 143 70 1.4 - 1 (a) 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 11/4 'f (a) a 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 11/2 t (a) u 920 N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 16 ½ (a) 76.1 x 92 ON 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 s 2065 381 56 70 - 57 164 81 1.8 - ~ (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 " 57 164 81 1.8 - 1(a) 920N 300 1.50 2.07 2.75 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 - 57 164 81 1.7 - 1¼ (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 1½ (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 ½ (a) a 920 N 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 80 15 o 38164 - - 70 1.6 ~ (a) a 920N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 20 3450 382 63 78 - 58 156 70 1.6 - 1(a) 920 N 500 1.50 2.38 3.06 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 - 58 156 70 1.6 - 1 ¼ (a) a 920 N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 37 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1½ (a) to 920 N 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 so 3450 635 70 89 90 58 172 99 2.3 2.1 31/2 x 2 920N 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 90 50 3450 635 I 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 21/2 BSPT clearly on order. § Vds approved for fire protection services -PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. DIMENSIONS y-1--97 Z GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½'/50 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. 'B www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_2 4tauiicr REV 0 11 I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Style No. Max.Work Pressure@ Approx. Dimensions Weight E.d - TABLE CONTINUED FROM PAGE 2 - - 4 x 112 (a) a 920N 50 303 356 269 7.01 2.75 3.7 100 15 043 .1 77 90 - 68 178 70 1.8 - ~ (a) a 920N 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 500 920N 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 1 ¼ (a) to 920N 500 3450 44.5 96 2 76 1112 (a) to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 83 102 12 178 83 10 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 0 699 fl W2 68 6 16 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 68 186 118 2.9 3(a)'f 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 889 84 114 105 68 196 130 18 19 108.0 < 11/4(a)a 920N 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 - 67 194 78 23 11/2 (a)a 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 50.8 83 102 - 67 194 83 23 2 (a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 50 3450 63.5 - - 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 3.6 3.5 3(a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 1½ (a) t X 920 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 0 50.8 102 121 121 80 246 94 3.4 3.4 2 (a) t 920 500 2.50 4,00 4,75 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111. 3.7 16 2½ (a)t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 65 -- 3450 -- _9_ 246 -- 118 3.8 -- 3.6 76.1 mm n 920 500 2.75 3.75 4.75 3.16 9.70 - 4.63 8.0 3450 69.9 95 - 121 80 246 118 16 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 889 97 127 118 80 246 135 18 4.0 1330 X 2 920N 500 2.50 3.75 4.50 3.17 8.00 3.88 8.0 50 3450 63.5 95 114 81 203 99 3.6 3 920 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 3450 - 88.9 97 127 - 76 240 135 3.6 - TABLE CONTINUED ON PG. 4 - 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. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I I www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2018 vicTAuLic COMPANY. ALL RIGHTS RESERVED. REV-0 \4t9u1icr 11.023 I I I DIMENSIONS y i~" r-7- z GROOVED OUTLET Li [1 I I I I I I I Li I TJ r-Y z 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 U CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets U STYLES 920 AND 920N DIMENSIONS fthI I GROOVED OUTLET 10-ti + W FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 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. j " 'iiillr TABLE CONTINUED FROM PAGE 3 11/2 t 139.7 x 920 N 500 2.00 3.78 4.50 3.30 8.23 3.25 7.0 40 3450 50.8 96 114 - 84 209 83 3.2 - 2 6 920N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 - 84 209 99 4.1 - 6 1¼ (a) 920N 500 1.75 4.43 5.13 513 3.79 9.15 3.25 5.1 4.8 150 32(b) 3450 44.5 112 130 130 96 232 83 2.3 1 2.2 1 1/2 (a) to 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a) to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 2½ 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 761 mm a 920 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 4- 3450 69.9 lOS - 132 94 267 118 - 3.8 3 (a) t 920 500 3.50 1 4,31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 1 110 140 130 94 267 135 4.5 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 11/2 (a) 159.0 x 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 50.8 112 130 - 92 239 83 3.5 - 2(a) 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 76.1 mm 920 500 2,75 4.38 5.50 5,13 3.63 9.40 4.63 9.5 1 9.5 3450 69.9 111 140 130 92 239 118 4.3 1 4.3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5,31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 1080mm 920 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 3450 114.3 113 137 92 239 155 - 4.5 920 500 4.50 3,81 5.75 363 9.40 625 18.0 100 3450 114.3 96.80 146 - 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. * 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. British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services o -PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02018 VIcTAuLIc COMPANY. ALL RIGHTS RESERVED. 11.02 \4taulicr REV-0 I I I I I DIMENSIONS I I Provides a direct branch connection at 80 '° 3450 88.9 135 165 165 122 316 135 5.7 any location where a hole can be cut 4a)ta 920 500 450 451 675 638 451 12.42 625 153 in the pipe 100 3450 fl43 122 171 162 122 316 159 69 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). A pressure responsive gasket provides t Available with grooved or female threaded outlet. Specify choice on order. the sea) * Center of run to end of fitting. Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings: Pressure rated up to 500 psi/3450 kPa (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. with HDPE pipe § Vds approved for fire protection services o LPCB approved for fire protection services Sizes from 2 x ½750 x 15mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 4/200 x 100 mm FV, T-Y z FEMALE THREADED OUTLET GROOVED OUTLET I Max.Work Size No~ Pressure@ ]Iiifliflr,ia. TABLE CONTINUED FROM PAGE 4 165.1 x 920N 500 1.50 3.88 4.56 3.79 9.34 2,75 8.0 2. 3450 38.1 99 116 - 96 237 70 3.6 - 1 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 - 96 237 83 3.8 - 11/2 to 920N 500 2.00 441 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 1 110 130 1 132 1 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 4.6 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2(a) 't 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 X 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 216)a)t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 695 129 157 157 122 316 114 5.3 5.3 76.1 mm a 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 - 159 122 316 116 " 5.3 3 (a) to 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 5.3 12.5 5,7 I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N L I I IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. I 1111 I www.victaulic.com d/tau1ic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV-0 11.025 I I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical—I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicalT® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C,, and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for C,,,K, Values: = Where: p = Q2 Where: Q = Flow (GPM)V AP Q = Flow (m'/hr) = Pressure Drop (psi) V P = Pressure Drop (Bar) Q = C x .-J C = Flow Coefficient = x K = Flow Coefficient Exaggerated for clarity OUTLET SIZE ng ft eel Pipe jC 120)t FT [ (!iVJ II,i.]a.) Cv/Kv Values C8:tsII1'J4) El:::: ½ 0.840 11 15 21.3 - 2 - 9.4 % 1.050 16 20 26.7 - 4 - 13.7 1 1.315 21 3 8 25 337 - 1.8 1 ¼ 1.660 50 48 32 42.7 5 /2 6 42.9 41.1 1½ 1.900 11 11 53 53 40 48.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10 /2 96 89.1 2½ 2.575 119 150 65 730 20 12½ 102 128.5 76.1 mm 3.000 16 - 161 - 76.1 138.1 3.500 249 237 80 88.9 14 15 213.4 203.1 4 4.500 421 401 100 114.3 20 22 360.8 343.6 I Hazen-Williams coefficient of friction is 120. "Pipe with a wall thickness of 0.165in 14.2mm. 1' FireLock" Innovative Groove System (IGS) outlet www.victaulic.com \,j te taUliCe viclAuLic IS REGISTERED TRADEMARK OF vlcTAuLlc COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_ REV-0 I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 I I jtauIic 11.027 www.victaulic.com vICTAULIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 vlcrAuLIc COMPANY. ALL RIGHTS RESERVED. REV-0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Approval Agency Rated Working Pressures — psi/kPa L_ 21/2-6 2.875 - 6.625 All 10,40 __ 400 400 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1999 1599 2496 21/2-4 2.875 - 4.500 All OF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 73.0-114,3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 3.4 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 - - - 145 - 200 219,1 2755 1000 8 8.625 3,4 10 300 - 250 - 145 - 200 219.1 1 2065 1724 1000 8 8.625 3,4 30,40 300 - 300 - 145 - 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation, VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 8/100 - 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6/150mm and 8'7200 mm diameter pipe. The Style 931 comes with a 21/2*/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 1 I I Li I I I I I I I I I I I Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N 0 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 0 0 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 RIG/-ITS RESERVED. .jtaUIiC 11.02..L El Victaul Ic® FireLockTM Outlet-I ,htauiicr Style 922 10.52 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 -2 1/2"/0N32—DN65 Threaded Outlet Sizes: 1/2 '/DN15, 34/DN2O, 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 NOTES See Section 7.2 REFERENCE MATERIALS for additional certification information. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.52 3355 Rev H Updated 06/2018 © 2018 victaulic Company. All rights reserved. '.j4'tauIiC 1 _________________ I I 1 ii I I 1 I I I I I I I I I 1 I I 1it4,i ,Iir ran, 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Orange enamel (North America, Latin America, Asia Pacific). El Red enamel (Europe). E Optional: Contact Victaulic with your requirements for other coatings. Gasket': E 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. Lsted/Approved for dry systems at -40T/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: El 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 III (imperial) or Type II (metric). 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com \4taulicr III II victaulic.com 4.0 DIMENSIONS Style 922 Style 922 Size Bolt/Nut Dirnension Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W Y Z (Each) inches inches inches inches inches inches inches inches lb DN mm - mm mm mm mm mm mm kg 11/4 1/2 1.660 0.840 2 x1 1.30 1.83 1.10 3.87 2.56 1 0N32 DN15 42.4 21.3 33 47 28 98 65 0.5 2 lx 1 1 33 1.28 1.83 1.10 3.87 2.56 1 3/4 1.050 DN20 26.9 47 28 98 65 1 0.5 IX 1 1 1.52 2.18 1.10 3.87 256 1 1 1.315 DN25 55 1 28 98 65 0.5 11/2 1/2 1.900 0.840 2 Ixil 1.42 1.95 1.22 4.08 2.56 1 40 0N15 48.3 21.3 36 50 31 104 65 0.5 2 IX 11 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 DN20 26.9 36 50 31 104 65 0.5 2 IX I I 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 2 Ixil 1.66 2.19 1.46 4.60 2.56 1 50 DN15 60.3 21.3 42 1 56 37 117 65 0.6 2 Ix 1 I 1.64 2.19 1.46 4.60 256 1 3/4 1.050 DN20 26.9 42 56 37 117 65 0.6 2 lxi 1 1.88 2.54 1.46 4.60 256 2 1 1.315 - - 0N25 48 65 37 117 65 _0.7 2½ ½ 2.875 0.840 1.91 2.44 1.71 5.40 2.56 2 DN15 73.0 21.3 2 lxi 1 49 62 43 137 1 65 0.7 2 Ix 1 I 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 DN20 26.9 48 62 43 137 65 0.7 2.13 2.79 1.71 5.40 2.56 2 1 1.315 DN25 2 IX 1 I 54 71 43 137 65 0.7 0N65 1/2 3.000 0.840 1.91 2.44 1.71 550 2.56 2 DN15 76.1 21.3 2 Ixil 49 62 43 140 65 0.7 1.89 2.44 1.71 550 2.56 2 1/4 1.050 DN20 26.9 2 IX 1 I 48 62 43 140 65 0.7 2 IX 1 1 2.13 2.79 1.71 550 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). p 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 'tauIic I I I I I I I I I I LI I I 1 I I I I I victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet feet DN meters meters 11/4 1 8.5 12.5 DN32 DN25 2.6 3.8 11/2 1 8.5 12.5 DN40 DN25 2.6 3.8 2 1 8.5 12.5 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 FireLock1' Innovative Groove System (IGS) outlet 6.0 NOTIFICATIONS WARNING 9 Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS - Dimensions Minimum Hole Diameter! Maximum Hole Diameter/ Hole Saw Size Hole Saw Size inches inches mm mm I All Outlet Sizes 1(e 1¼ 30 32 rj 10.52 3355 Rev I-I Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 4 'j(tauIic R virtiiilir t'nm 7.1 REFERENCE MATERIALS Size ServicesPressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa kPa kPa kPa 1 Y4x½ - 300 300 300 232 232 232 DN32XDN15 2068 2068 2068 1600 1600 1600 1¼0% 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 - 11/4 x1 300 300 - 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1 1/2x1/2 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1 ½x'/4 300 300 300 232 232 232 DN40XDN20 2068 2068 2068 1600 1600 1600 1 1/2 x 1 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 1600 2x½ 300 - 300 - 300 232 232 232 DN50XDN15 2068 2068 2068 1600 1600 1600 2x 3/4 300 300 300 232 232 232 DN50X20 2068 2068 2068 1600 1600 1600 2x1 300 300 300 232 232 232 DN50XDN25 - - 2068 2068 2068 1600 1600 1600 2½x½ 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x3/4 300 300 -- 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 -- - - 300 232 232 - 232 DN65XDN15 - 2068 1600 1600 1600 - 300 232 232 232 DN65XDN20 - 2068 1600 1600 1600 - 300 232 232 232 DN65 X DN25 - - 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. I 7.2 REFERENCE MATERIALS 05.01: Victaulic Seal Selection Guide 29.01: Victaulic Terms and Conditions of Sale I 1-100: Installation Instructions -922: Installation Instructions FireLockiM Outlet-I I 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 User Responsibility for Product Selection and Suitability 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, or waive any provision of Victaulic Company's standard conditions of sale, 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 guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on WeChaf. 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 Trademarks 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 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/sr other countries. or patent applications for articles and/or methods of use in the United Slates and/or other countries. 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 5 \hltauIic I I I I I I I I I I LII I I I I I I I I I I I 1 /2 / L±1 wWw.anvi1stärcom :tiEi reiccioiii MERIIT® ii WeIdMiserTM Tee-Let® Welding Outlet Fittings Unified DesignTM Series Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® Weld_MiserTM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less 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 11/2 and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads, or 150-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are ULIULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® Weld-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 ISO-7-1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® WeldMiserTM Tee-Let®. Method No. 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. - Type Merit Steel Quantity Part Number Quantity Outlet Size Header Size Weight End Tee-Let Material + Always 1 1 Column "A" Insert size 1 1 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- ALtar Fire Products Division N UT WeIdMiserTM Tee-Let® Welding Outlet Fittings For Fire Protection & Other Low Pressure Piping Systems Merit Weld-MiserTM 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. k~g APPROVED For llstinytapp,oval details contact your AnuilStar Rep,esentative. TEE-LET IWELDED iiOUTLET Outlet Model Outlet Pipe Size (Inch) CHAPTER Header Pipe Size (Inch) 11aiiiiuii Rated Pressure (psig) Tee-Let Type A (F-Threaded End) 1/3/4 1 11/4,11h, 2,21/2.3.4 1,8 (Sch.10, 40) 300 6 (EZ-Flow) 1 4 (Sch. 5, DynaFlow) 2 4 (EZ-Flow) 2,4 Tee-Let Type C (Grooved End) 11/4 8 11/4 8 (Sch.1 0, 40) 300 21/2-8 1/2 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. INii..Star Fire Products Division U U RøT® WeIdMiserTM Tee-Let® Welding Outlet Fittings Type A Female Threa ITTTT Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C 0 M NPT(BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1002002 l/4X 11/4 8 0.080 - 6x 6-200 004 1005012 11/4 - 1½ 1.063 0.700 0.500 0.171 - 32-40 27.0 17.8 127 0.08 1005015 11/2 -2 1.063 0.700 0.500 0.171 - ½x /3x 40-50 27.0 17.8 127 0.08 1005020 2 -21/2 1.063 0.700 0.500 0.171 - 50-65 27.0 17.8 12.7 0.08 1005025 2½ -8 1.063 0.700 0.500 0.169 -. 65 -200 27.0 17.8 12.7 0.08 1007012 11/4 - 1½ 1.125 0.900 0.500 0.260 - 32-40 28.6 22.9 127 0.12 1007015 11/2-2 1.125 0.900 0.500 0,260 - 3/4 x 19x 40-50 28.6 22.9 127 0.12 1007020 2-2½ 1.125 0.900 0.500 0.260 - 50-65 28.6 22.9 12.7 0.12 1007025 2½-8 1.125 0.900 0.500 0.256 -65-200 28.6 22.9 127 0.12 1010012 11/4 1½ 1.250 1.145 0.503 0.331 1110012 32-40 31.8 29.1 12.7 0.15 1010015 1½-2 1.250 1.145 0.500 0.331 1110015 40-50 31.8 29.1 12.7 0.15 1010020 2 -21/2 1.250 1.145 0.500 0.320 1110020 lx 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 125-200 31.8 29.1 12.7 0.13 1012012 11/4 1½ 1.375 1.490 0.500 0.432 1112012 32-40 34.9 37.8 12.7 .019 1012015 1½-2 1.375 1.490 0.500 0.421 1/12015 40-50 34.9 37.8 12.7 .019 1012020 2 -21/2 1.375 1.490 0.500 0.421 1112020 11/4 x 32x 50-65 34.9 37.8 12.7 .019 1012025 21/2 3 1.375 1.490 0.500 0.411 1/12025 65-80 34.9 37.8 12.7 .019 1012030 3 -4 1.375 1.490 0.500 0.389 1/12030 80 -100 34.9 37.8 12.7 .018 1012050 5 -8 1.375 1.490 0.500 0.389 1/12050 125-200 34.9 37.8 12.7 .016 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 0.575 0.477 1115020 11,x 50 41.3 40.9 22.2 .022 1015025 21/t 1.625 1.610 0.875 0.477 1/15025 40x 65 41.3 40.9 22.2 .022 1015030 3 -4 1.625 1.610 0.875 0.477 1115030 80-100 41.3 40.9 22.2 .022 1015040 4 1.625 1.610 0.875 0.477 1115040 100 41.3 40.9 22.2 .022 1015050 5 -8 1.625 1.610 0.875 1 0.477 1115050 125-200 41.3 40.9 22.2 .022 aftmom- Part Nominal Nominal Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C 0 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 0.35 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 52.5 222 036 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 034 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.743 1120080 200 44.5 52.5 22.2 034 1025025 21/2 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 055 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 0.55 1025040 4 2.215 2.469 1.125 1.150 1125040 2½x 65X 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 28.6 052 1025080 8 2.215 2.469 1.125 1.150 1125060 200 54.0 62.7 28.6 0.52 1030030 3 2.500 3.068 1.500 1.750 - 80 63.5 77.9 38.1 0.79 1030040 4 2.500 3.068 1.500 1.700 - 3 x 100 63.5 77.9 38.1 1 0.77 1030050 5 2.500 3.068 1.500 1.700 - 80x 125 63.5 1 77.9 38.1 077 1030060 6 2.500 3.068 1.500 1.650 - 150 63.5 77.9 38.1 0.75 1030080 8 2.500 3.068 1.500 1.650 200 63.5 77.9 1 38.1 075 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 - 4 x bOX 125 76.2 102.3 50.8 1.32 1040060 6 3.000 4.026 2.000 2.800 - 150 76.2 102.3 50.8 1.27 1040080 8 3.000 4.026 2.000 2.800 - 200 76.2 102.3 50.8 1.27 Note: Part #1002002 is not UL Listed or FM Approved. All size-on-size (i.e. 2 X 2) Tee-Lets are not FM Approved. -4- ARMLtar Fire Products Division I 1 I I I I I I I I I I 1 I I 1 I I I Type B Type C Male Thread Cut Groove Standard Weight Standard Weight [uJgI1JIIiMl I' Male Thread Cut Groove Nominal Outlet Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness Std WI Std. A B C D E F NPT (BSPT) NPT (BSPT) in. (mm) in. (mm) In. (MM) in. (mm) in. (mm) In. (MM) 1310012 2010012 11/4 1½ 3 1.049 1.315 0.133 32-40 80 26.6 33.4 3.4 1310015 2010015 1½-2 3 1.049 1.315 0.133 1 x 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 21h -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 2-2½ 3 1.368 1.660 0.140 32x . 50-65 80 34.7 42.2 3.6 1312025 .. 2012025 3-4 3 1.368 1.660 0.140 80-100 80 34.7 42.2 3.6 1312050 2012050 5-8 3 1.368 1.660 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 1½ 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 11/2 x 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/t 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50x 100 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 80 52.5 60.3 3.9 1320060 2020060 6 3 2.067 2.375 0.154 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 200 80 52.5 60.3 3.9 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shaoe on a aiven Tee-Let is made to fit oerfectiv on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/t2' will appear along the longitudinal centerline of the header. For example, a 1' x 2 - 21A" Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2' header size listed, while leaving a ½2' gap along the longitudinal centerline of the 21/Y size. If a perfect fit is required for a 21/2' header pipe, then a 1' x 21A -3' Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. iiMLStar Fire Products Division UT® WeIdMiserTM Tee-Let® Welding Outlet Fittings / / 4MEOT® Weld-Miser TM Tee-Let® Welding Outlet Fittings Type B Male Thread 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 Mle~StdT ead Groove Std. WI.Sch Roll Groove 10 Outlet Header Length Diameter Standard Schedule Standard Schedule A B C Weight 10 E Weight 10 NPT (ISO-i-I) NPT (ISO-i-I) NPT (ISO-i-I) 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 2/25025 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 1 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 1 80 62.7 67.0 1 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 31h 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 3 x 80X 100 80 78.0 83.0 1 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 1 80 78.0 83.0 1 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 1 114.0 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 100 102.0 108.0 1/4.0 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 71 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 200 1 /00 1 155.0 161.5 168.3 1 71 1 3.0 - 2080080 i i - 8 x 8 4 7.981 8.329 8.625 0.322 0.148 200x 200 100 203.0 1 212.0 213.0 8.0 3.0 Note: lee-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 lx 2 - 21h" 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 21h" size. If a perfect fit is required for a 21/2" header pipe, then a 1' x 21h - 3 Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6- Fire Products Division I Threading Practice Weld-Miser Tm Tee_Let® I EfteetiveTh,od IV MedffwLet TL pipe T:2r MERIT NPT THREAD FORM Pipe Installation Welding Outlet Fittings I avos excess Slodardtdssslj UnssSon on 135,roeds. STANDARD NPTTHREAD FORM ..~Of TAPERED PIPE THREADS Drop Nipple Ii 13 Total L2 or Tee-Let Hand Tight Wrench Tight Li - 13 Effective Outlet Size Lenath Threads In. (mm) Ij3J!!) Thread"- 'gjj Threads ln.(mm Threads dç 1,° 0.320 448 0.214 3.00 0.534 0.534 7.48 7.47 15 54 - 7L 3/4' 0.339 75 0.214 300 0.553 7.75 0.546 764 20 8.6 54 - 13.9 1" 0.400 60 0.261 3.00 0.661 7.60 0.683 7.85 25 _ W 66 168 173 11/4" 0.420 483 0.261 300 0.681 7.83 0.707 8.13 32 JL -18.0 1½" 0.420 483 0.261 300 0.697 7.83 0.724 832 40 10.710.7 ._ 8- 2 0.436 501 0.261 300 0.706 8.01 0.757 8.70 50 6.6 - iL 2½" 0.682 0.250 2.00 0.932 7.46 1.138 9.10 65 17.3 6.4 23.7 _2L 28.9 3 0.766 13 0.250 2. 1.016 8.13 1.200 960 80 L - 25.8 -30.5 4 0.844 6.75 0.250 2.00 1.094 8.75 1.300 104 70 100 2 - 8 -33.0 - Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities require domestic content for fire sprinkler systems. Merit® Tee-Lets® meet these requirements. The need to maintain dual inventories; one domestic; one import is eliminated. Tee-Let® thread form is consistent with Aeronautical National Form (ANPT) AS71051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes Tee-Lets more forgiv- ing of field cut threaded pipe that may only marginally conform to the specification. Fewer leaks translate into lower costs. Ease of Installation Merit Manufacturing Tee-Lets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. Tee-Lets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 11, and larger Type A female threaded and Type C grooved Tee-Lets require the same hole size for installation. This re- suits in fewer change overs when installed using automatic welders. I I I I I L 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. 2.820 I I 2" Merit Weld-Miser Tee-Let .325" -11- 2" Competitive Fitting L!t4Ii1h11l :fX,flhIl Outlet I MERIT WELD-MISER TEE-LET I COMPETITIVE FITTING WELD VOLUME* LINEAR WELDING WELD VOLUME* LINEAR WELDING Size In. (mm) Cross Sec. Area %Iess In. (mm) %Iess Cross Sec. Area %more !n.(nim) %Iess 1" 0.051 sq. in. 2.48 0.058 sq. in. 2.48 12% 0% 12% 0% 25 32.9 sq mu, 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 46 40% 10% 40% 10% 40 23.2 79.2 1 38,7 87.8 2' 0.040 3.77 0.106 41 62% 1 i15% 62% 15% 50 25.8 ____________ 95.7 68.3 112.0 iNJk.Star Fire Products Division 1 I I I I Size Type rRecommendedTee-Let ole Size /mm n/mm ½ Type ¼ 13 ¼ Type ½ 19 22 1 Type 1½ 25 28 1¼ Type 11/2 31 38 11/4 Type 1% 31 35 11/2 Type AorC 1% 38 41 2 Type AorC 2 50 50 21/2 Type AorC 27A6 63 61 3 Type AorC 3 75 75 4 Type AorC 4 100 100 Holes may be cut employing mechanical means—including hole sawing, mechanical flame cutting (oxy-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit offers a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. 1; I1III;Ii1 3 01 Weld-Miser TM Tee-Let® Installation (cont.) Welding Outlet Fittings Recommended Installation Procedures Merit Weld-Miser Tee-Let Welding Outlet Fittings are designed and manufactured to reduce the cost of installa- tion from both the standpoint of labor required and energy consumed. In addition, by following the recommended in- stallation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or sub- sequent to attachment of the Tee-Let. One advantage of cutting the hole after welding is that the pipe is left intact during welding thereby reducing shrinkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Note that the same hole diameter for a given outlet size is required for both Type A and Type C Tee-Lets 1-1'/2 larger. 1/2 3/4 &1 Outlet 11/4 21/2 Outlet R1' Outlet A B Size In.Imm In/mm In/mm ½ 13 7 5 ¼ ¼ /16 19 7 5 1 ¼ 25 7 5 1¼ ½ 31 7 5 1½ /16 ¼ 38 8 7 2 /i 1/4 50 8 7 2½ 5A6 ¼ 63 8 7 3 ¼ 75 10 5 4 /a 5A6 100 10 5 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 l/2fl through 21/2 inclu- sive, and on Type C outlet sizes through 4". Moreover, the wall thickness at the weld end of the fitting approximately matches standard weght 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. —8— AiVitar Fire Products Division I WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings RECOMMENDEDii1U11lT1 flfl Iiii*i !i1Thiiiujiiiiiu NEXT .iPAGE Header Size Pipe Wall Thickness Tee-Let Types A, B, C Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed 1n/mm In/mm 1n./mm AMPS-DC PUS. IPM IPM 1,52 0.035 100-130 16-20 210 25-30 0.065 13-50 2'h-4 0.035 115-150 17-21 270 20-25 2 114-2 63-100 14-2 0.035 110-140 18-22 220 25-30 31-50 0.109 13-50 2/-4 0.035 120-160 19-22 290 20-25 3 63-100 1,52 0.035 110-140 17-20 210 20-25 0.083 13-50 214-4 0.035 120-150 17-20 270 20-25 2.5 21h4 63-100 63-100 14-2 0.035 120-160 19-22 / 290 20-25 0.120 13-50 2/5-4 0.035 130-160 19-22 240 20-25 3 63-100 1,52 0.035 120-150 17-20 210 20-25 0,109 13-50 214-4 0.035 130-150 18-20 270 15-20 3 63-100 1/2 2 0.035 130-160 19-22 290 20-25 5-6 125-150 13-50 21h4 0.035 140-160 20-22 270 15-20 0.134 3.5 63-100 -4 0.045 180-205 20-24 245 27-32 63-100 1,5 0.035 120-150 17-20 240 20-25 13-50 0.109 214-4 0.035 130-150 18-20 260 15-20 3 63-100 21h4 0.045 170-220 18-22 290 12-18 8 ______________ - 63-100 14-2 0.035 130-160 19-22 240 20-25 200 13-50 0.035 140-160 20-22 260 15-20 0.148 3.5 63-100 21h4 0.045 180-225 20-24 290 12-18 63-100 1 Shielding Gas Flow (FOR ALL sizEs) 20.25 CFH Meritassumesnoliability for any consequential damages resulting I CO2 - Deeper penetration, faster welding, low cost. from the improper use of its Tee-Let Welding Outlet Fittings, nor for 25% - Argon, 75% - Co2, Recommended for .134 wall and lighter, high welding speeds any recommendations made with respect to installation procedures. without melt through, minimum distortion and spatter, good penetration. I I I ANVk.Star —9— Fire Products Division I I I I I I I I I I U I I I I INTERNATIONAL, INC. Corporate Offices 110 Corporate Drive, Suite 10 • P.O. Box 3180 Portsmouth, NH 03802-3180 Tel: 603-422-8000 • Fax: 603-422-8033 E-mail address - Webmaster@anvilintl.com www.anvilintl.com N 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 0 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 0 Fax: 708-534-5441 Toll Free: 1-800-301-2701 SOUTHERN REGION Servicing: Alabama, Arkansas, Colorado, Florida, Georgia, Louisiana, Mississippi, New Mexico, North and South Carolina, Oklahoma, Tennessee, Texas, Wyoming 1313 Avenue R Grand Prairie, TX 75050 Tel: 972-343-9206 0 Fax: 972-641-8946 Toll Free: 1-800-451-4414 WESTERN REGION Servicing: Alaska, Arizona, California, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington 1385 Greg Street Sparks, NV 89431 Tel: 775-3317029 0 Fax: 775-331-5075 Toll Free: 1-800-572-0051 EUROPE & MIDDLE EAST REGION Rick van Meesen, Business Director the Netherlands Tel: +31 53 5725570 Fax: +31 53 5725579 U.S. Customer Service Tel: +1708 534 1414 LATIN AMERICA, PUERTO RICO & MEXICO Art Gutierrez, Sales Manager Tel: 813-300-3721 U.S. Customer Service Tel: 708-534-1414 ° Fax: 708-534-5441 2 ~! W-Ift ~, R) ~; (S I P TM Fire Products Division of AnviI International ANVILSTAR CUSTOMER SERVICE CENTER Tel: 708-534-1414 ° Fax: 708-534-5441 Toll Free: 1-800-301-2701 #327 / Printed in USN RPI / 2.5M / 4.05 / ©2005 Anvil International, Inc. 11 101 U I I Cast Iron Threaded Fittings I I I I I I I I I I I I I I I I 0 S MITH,--,C OOPE9 INTERNATIONAL Cwt Iran Threaded Rtdngs I Specfflcatos "D'branded cast iron threaded fittings are UL Listed and FM Approved at 300ps1 I 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 NPT threads on fittings conform to ASME 131.20.1 < > APPROVED Cast iron fittings have SCI Trademark and are 100% air tested Manufacturing facility is ISO 9001:2008 and ISO 14001 I I I I I I I Ii I 1 C(9)US APPROVED Fig. 37E 1 - 900 Elbow LISTED 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 x 3/4 37RE1010006 1.45 1.38 40 80 0.7 1-1/4 x1/2 37RE1012004 1.53 1.34 32 64 0.8 1-1/4 x3/4 37RE1012006 1.63 1.45 28 56 0.9 1-1/4x1 37RE1012010 1.67 1.58 25 50 1.0 1-1/2x1/2 37RE1014004 1.75 1.52 25 50 1.0 1-1/2x3/4 37RE1014006 1.75 1.52 20 40 1.1 1-1/2x1 37RE1014010 1.80 1.65 18 36 1.3 - 1-1/2x 1-1/4 37RE1014012 1.88 1.82 14 28 1.5 2x1/2 378E1020004 1.97 1.60 1 15 30 1.4 2x3/4 371RE1020006 1.97 1.60 15 30 1.6 _2x 1 37RE1020010 2.02 1.73 12 24 1.8 2x1-1/2 37RE1020014 2.16 2.02 10 1 20 2.3 I I [H I F,g. 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 37F1020 1.69 8 16 2.6 Fig. 37T1 -Tee Size IN Part Number A IN Packing Weight LB Inner Master 1/2 37T 1004 1.13 60 120 0.4 3/4 3711006 1.31 30 60 0.7 1 37T 1010 1.50 20 40 1.1 1-1/4 37T 1012 1.75 12 24 1.8 1-1/2 37T 1014 1.94 8 16 2.4 2 37T 1020 2.25 5 10 3.8 I I I 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 37E 1024 2.70 4 8 4.3 I I I I Fig. 37RE1 - 900 Reducing Elbow I Size Part Number A IN Packing Weight LB Inner Master I 1x1/2 37RC1010004 1.69 60 120 0.5 1 x3/4 37RC1010006 1.69 50 100 0.6 I2x 1 (not hex) 37RC1020010 2.81 16 32 1.5 Fig. 37RC1 -Hex Coupling 1' I 97 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com I I@", <~> APPROVED Fir. 37RT1 - Reducintr Tee LISTED Size IN Part Number A IN B IN C IN Packing Weight LB Inner Master lx 1/2 37R11010004 1.26 1.26 1.36 25 50 0.9 1x1/2x1 37R11010004010 1.50 1.36 1.50 24 48 0.9 1x3/4 37R11010006 1.38 1.38 1.45 22 44 1.0 1x3/4x1 37R11010006010 1.50 1.45 1.50 20 40 1.0 lx 1-1/4 37R11010012 1.67 1.67 1.58 15 30 1.4 1-114x1/2 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 F 1-1/4x1 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 1-1/4x1x3/4 37RT1012010006 1.45 1.38 1.63 16 32 1.2 1-1/4x1x1 37RT1012010010 1.58 1.50 1.69 15 30 1.4 1-1/4x1x1-1/4 37RT1012010012 1.75 1.69 1.75 12 24 1.6 1-1/4x1 x1-1/2 37RT1012010014 1.88 1.80 1.82 12 24 1.8 1-1/4x1-1/2 37RT1012014 1.88 1.88 1.82 10 20 2.0 1-1/2x1/2 37RT1014004 1.41 1.41 1.66 12 24 1.6 1-1/2x1/2x1-1/4 37RT1014004012 1.81 1.56 1.88 12 24 TT 1-1/2x1/2x1-1/2 37RT1014004014 1.94 1.66 1.94 12 24 1.8 1-1/2x3/4 37R11014006 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 37RT1014006014 1.94 1.75 1.94 12 24 1.9 1-1/2x1 37RT1014010 1.65 1.65 1.80 10 20 1.9 1-1/2xlx 1/2 37RT1014010004 1.44 1.25 1.69 18 36 1.3 1-1/2x1x 3/4 37RT1014010006 1.50 1.44 1.75 15 30 1.4 1-1/2x1x1 37RT1014010010 1.65 1.50 1.80 12 24 1.6 1-1/2x1x1-1/4 37R11014010012 1.82 1.67 1.88 10 20 1.8 1-1/2xlxl-1/2 37RT1014010014 1.94 1.80 1.94 8 16 2.1 1-1/2x1-1/4 37RT1014012 1.82 1.82 1.88 8 16 2.2 1-1/2x1-1/4x1/2 37R11014012004 1.41 1.34 1.66 15 30 1.5 1-1/2x1-1/4x3/4 37RT1014012006 1.52 1.45 1.75 12 24 1.6 1-1/2x1-1/4x1 37RT1014012010 1.65 1.58 1.80 12 24 1.8 1-1/2x1-1/4x1-1/4 37RT1014012012 1.82 1.75 1.88 10 20 2.1 1-1/2x1-1/4x1-1/2 37R11014012014 1.94 1.88 1.94 8 16 2.3 1-1/2x1-1/4x2 37R11014012020 2.16 2.10 2.02 6 12 2.7 1-1/2x2 37RT1014020 2.16 2.16 2.02 5 10 2.9 2x 1/2 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 37RT1020010 1.73 1.73 2.02 6 12 2.9 2 x 1 x 2 37R11020010020 2.25 202 2.25 5 10 3.1 2x1-1/4 37RT1020012 1.90 1.90 2.10 5 10 3.2 2x1-1/4x2 37RT1020012020 2.25 2.10 2.25 5 10 3.2 2 x 1-1/2 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 37R11020014010 1.73 1.65 2.02 8 16 2.4 2x1-1/2x1-1/4 37RT1020014012 1.90 1.82 2.10 7 14 2.7 2x1-1/2x1-1/2 37R11020014014 2.02 1.94 2.16 7 14 2.9 2 x 1-1/2 x 2 37R11020014020 2.25 2.16 2.25 5 10 3.4 2 x 2-1/2 37RT1020024 1 2.60 2.60 2.39 3 6 4.6 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 98 01 Contractor Approval Contractor's P.O. No. Representative Test Cock... Grooved Coupling Bypass Double Check Valve Bypass Meter Cover .. ...... .... ......-. - lt Test Cock Test Cock. Resilient Disc Replaceable Seat Laser Cut Polished Cam Arm Available Models Suffix: LF - without shutoff valves OSY - UL/FM outside stem and yoke resilient seated gate valves *( FxG - flanged inlet gate connection and grooved outlet gate con- nection *J( GxF - grooved inlet gate connection and flanged outlet gate connection *OSY 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. i(Sitti Inquire with governing authorities for local installation requirements Existing- For reference only ES-774DCDA I Job Name - Job Location Engineer - I Approval - Series 774DCDA I Double Check Detector Assemblies Sizes 21/2" -12" (65 — 300mm) I 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 welling agents, stagnant water and water of non-potable quality I from being pumped or siphoned into the potable water supply. Features I . Torsion spring check valve provides low head loss Short lay length is ideally suited for retrofit installations Stainless steel body is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion I . protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance Thermoplastic and stainless steel check valves for trouble-free I . operation No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with 5/s" X ¼" (16xl9mm) bronze meter (gpm or cfm) I . . Detects underground leaks and unauthorized water use May be installed horizontal or vertical "flow up" position Specifications I 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 I resilient seated shutoffs with a hydraulically balanced bypass line and four test cocks. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance. The check valves shall be of thermoplastic construction with stainless steel hinge pins, cam arm and I 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 parts shall be accessible through a single cover on the valve assembly. The I 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 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 Walls I Series 774DCDA. I 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 materiats with- InWATM out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. I A-----------------------------I Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: NorylO 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: 175p5i (12.1 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996 * Rate kPa psi 214" (65mm) 83 12 CL 69 10 55 8 41 6 28 4 fflM 25 50 100 150 200 250 300 350 400 450 500 525 9pm 95 190 380 570 760 950 1140 1330 1520 7710 1900 1995 1pm 85 fps 4.6 mps Flow kPa psi 3" (80mn) ** 312 CL 69 10 - -- 55 8 41 6 woo — - ---- - -- 284--- ----- -- -- LD 1. .1109 000 -- 0 25 50 100 150 200 250 300 350 400 450 500 550 600 6pm 95 190 380 570 760 950 1140 1330 1520 1710 1900 2090 2280 1pm 85 fps Flow 4.6 mps 4" (100mm) kPapsl * ** cL 103 15 83 12 62 9 on go 41 6 21 3 0 50 100 150 200 250 300 350 400 450 500 550 600 65) 700 756 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 273 2660 2850 1pm 5 10 15 fps 1.5 Inw 3 4.6 mps Standards AWWA C510, GSA B64.5 Approvals (21/2 ' - 10" only) c>SSIA/o (65 - 250mm) FM L is io (OSY only) d flow **UL Tested -a FUIUUUUU••U•• N• 1 •••• ______I i• - .---- I_ ______I .__. h••••••i •• I ..•••••i u•u i• uu•••••••••i • MMI i• .. i• -------- ;a, -I, • ------- -- --------- 1o1 n.Jo] 0 0 0 O Noryl®isa registered trade- ° ° mark of SABIC Innovative p ----- PlastiCSTM. 110 W11 __________________ I A c i0s' 0 I G L P I in. wiGates w/o Gates in. mm in. mm in. mm in. mm in. mm in. mm mm lbs. kgs. lbs. kgs. 21/2 65 37 940 163/8 416 31/2 89 10 250 22 559 12½ 318 155 70 68 31 3 80 38 965 187/8 479 31/4 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 14½ 368 240 109 73 33 6 150 481/2 1232 301/a 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 52½ 1334 371/4 959 61/4 171 15 381 29½ 749 181/4 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 29½ 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 NO% W7 S. I 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 I ES-774DCDA 1623 © 2016 Watts I I FireLock® Butterfly Valve \4taulicr Series 705 with Weatherproof Actuator 10.81 I I 1 1.0 PRODUCT DESCRIPTION Available Sizes: 2 - 12/50 —300 mm I . cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar. Designed for fire protection services only. Features a weatherproof actuator housing Approved for indoor and outdoor use. I . Actuation options: Hand wheel (2 - 12/50 - 300 mm) Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS) groove profile (see section 7.0 for Reference Materials). 2.0 CERTIFICATION/LISTINGS E I LISTED G410001 104j/04 NOTES Refer to Victaulic submittal publication 10.01 for details I I I I I 1 I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I viCtauliC.com 10.81 5662 Rev H updated 03/2017 © 2017 Victaulic company. All rights reserved. 1 _________________ I El victaulic.com 2.1 CERTIFICATION/LISTINGS Approval/Listing Service Pressures Series 705 Butterfly Valve cULus FM Vds LPCB Size 50 up to 300psi/2068kPa n/a up to 300psi/2068kPa up to 300psi/2068kPa 21/2 65 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 80 up to 300psi/2O68kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 100 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 125 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7 mm 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 10 250 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 12 300 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 - 6750 - 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8 - 12"/200 - 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 TFE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel Actuator: 0 2-8/50-200 mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing O 10 - 12/250 —300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 2 ectaulic' I victaulic.com 4.0 DIMENSIONS Series 705 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 1 57.9 162.8 - 101.6 1 107.2 114.3 53.8 21/2 2.875 3.77 2.28 7.54 - 4.00 4.22 4.50 1.77 73 1 73.0 95.8 57.9 191.5 - 1 101.6 107.2 114.3 45.0 761 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 1143 45.0 3 3.500 3.77 2.53 7.79 - - 4.50 4.22 4.50 1.77 88.9 88.9 95.8 643 1 197.9 114.3 107.2 114.3 45.0 4.250 4.63 2.88 8.81 5.50 4.22 430 2.20 108mm 108.0 117.6 73.2 223.8 - 139.7 107.2 114.3 55.9 4 4.500 4.63 2.88 8.81 - 5.50 4.22 4.50 2.20 114.3 1 114.3 117.6 73.2 223.8 - 139.7 107.2 114.3 55.9 5.250 5.88 3.35 10.88 6.56 6.19 630 2.58 133 mm 133.0 149.4 85.1 276.4 - 166.6 157.2 160.0 65.5 5.500 5.88 3.35 10.88 6.56 6.19 630 2.58 139.7mm 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 6.19 630 2.58 141.3 141.3 149.4 85.1 276.4 166.6 157.2 160.0 655 6.250 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 mm 159.0 149.4 973 289.1 - 10.4 191.0 157.2 160.0 65.5 6500 5.88 3.84 1138 0.41 752 6.19 6.30 2.58 165.1 mm 165.1 149.4 97.5 289.1 - 10.4 191.0 157.2 160.0 655 6 6.625 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 1.90 168.3 1683 149.4 973 289.1 10.4 191.0 1572 160.0 483 8 8.625 533 507 1353 080 147 1000 619 810 233 219.1 219.1 135.4 128.8 343.6 203 373 254.0 157.2 205.7 59.2 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 - 273 273.0 162.6 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12 12.750 650 736 1664 230 280 1425 810 900 323.9 323.9 165.1 186.9 1 422.7 1 58.4 1 71.1 362.0 1 205.7 1 228.6 NOTE Optional W/15mm tap available. Contact Victaulic for details. I I I 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 'j4tauIic I I I LII I I I I I I I I I I I I N 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 Minn mm Feet/rn inches inches of pipe 2 2.375 6 50 603 1.8 2½ 2.875 6 65 73.0 1.8 76.1 mm 3.000 76.1 18 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 108 mm 108 mm 2.4 5 5.563 12 125 1413 3.7 133 mm 133 mm 12 3.7 139.7 mm 5.500 12 3.7 6 6.625 14 150 168.3 4.2 159 mm 159 mm 14 4.3 165.1 mm 6.500 14 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 273.0 5.5 12 12.750 19 300 323.9 5.8 N 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic company. All rights reserved. 0 victaulic.com 4 \,t _au Jic 51 I victaulic.com I I U 5.1 PERFORMANCE Series 705 Cv values for flow of water at +60°F/+16°C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for C values Formulas for K values AP = Q2 Where: - AP = Q2 Where: c2 0 = Flow (GPM) K 2 Q = Flow (m3/hr) LP = Pressure Drop (psi) AP = Pressure Drop (Bar) Q = C x ../i C = Flow Coefficient Q = K x JAT K = Flow Coefficient Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches ç mm mm 2 2.375 170 50 60.3 2½ 2.875 260 65 73.0 76.1 mm 3.000 260 76.1 3 3.500 440 80 88.9 4 4.500 820 100 114.3 108mm 108mm 820 5 5.563 1200 125 1413 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 Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches mm mm 2 2.375 147 50 60.3 21/2 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 133mm 133 mm 1040 139.7 mm 5.3590 1040 6 6.625 1560 150 168.3 159 mm 159 mm 1560 165.1 mm 6.500 1560 165.1 8 8.625 2940 200 219.1 10 10.750 5020 250 273.0 12 12.750 7790 300 323.9 J -C tauiicr 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 I I I 1 I Li I I I I 1 I I I 1 victaulic.com 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. 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: lo 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 and an audible alarm, in the area that the valve is installed. A #14 insulated ground lead (green) is provided. Switch #1 = 51 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 Si Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe UL LISTED JUNCTION 3OX CONDUIT WNPT CONDUIT CONNECTORS WIRE NUTS FIRE ALARM TO END-OF-LINE RESISTOR CONTROL PANEL OR NEXT INDICATOR SUPERVISORY CIRCUIT g SWITCH CONTACT RATING: 1 0A AT 25 AND 51 250VAC, 05A AT 125 VDC, El El E 025 AT2RTVDC D 52 BELL OR VOLTAGE SOURCE HORN P Switch i 2 iced, per terminal Switch 2: 1 iced per terminal NOTES The above diagram shows a connection between the common terminal (yellow - Si and yellow-with-orange stripe - S2) and the normally closed terminal (blue - Si and blue-with-orange stripe— S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out, cap off any unused wires (e.g. brown with orange stripe). Only Si (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 6 ictauliC I victaulic corn I 7.1 REFERENCE MATERIALS 10.01: Regulatory Approval Reference Guide 29.01: Tel and Conditions/Warranty I 1-100: Field Installation Handbook I I I I I I I I I I I Note User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determinative as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular cud-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, or waive any provision of Victaulic Company's standard conditions of sole, 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 guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in POE 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 he 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 Trademarks or affiliates covering such use or design, eras a recommendation for the use of such 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. 10.81 5662 Rev H Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victauli c.com 7 '/tauIiC I ri FireLock® Check Valves I Series 717 Check Valve Series 717H High Pressure Check Valve I 1 A—c—ta—ulice 10.08 Series 717 Series 717 I (2½ - 3/65 - 80 mm) (4 - 12/100 —300 mm) Series 717H High Pressure Check Valve (2 - 3/50 —80 mm) 1.0 PRODUCT DESCRIPTION Available Sizes 2 - 3/DN50 - DN80 (Series 717H) 2½ - 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 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 I NOTE Refer to Victaulic submittal publication 1001 for details I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph Submitted By Date Approved Date I victaulic.com 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. OF 1 _________________ I I I [1 I I I I I victaulic.com 2.0 CERTIFICATION/LISTINGS (Continued) Approvals/Listings Size Approval/Listing Service Pressures Series 717H ctiLus FM LPCB Vds 2V50 mm 365 psi/2517 kPa 365 p51/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 21/2765 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 76.1 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 3"/80 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa Size Approval/Listing Service Pressures Series 717 cULus FM LPCB Vds 2½/65mm 250ps1/1725kPa n/a 365 psi/2517 kPa n/a 76.1 mm 250psi!1725kPa n/a 365 psi/2517 kPa 16bar/232ps1 3V80mm 250 psi/1 725 kPa n/a 365 psi/2517 kPa 16bar!232ps1 4/100mm 365 p51/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 16bar!232 psi 5"/125mm 365ps1/25i7kPa 365psi!2517kPa 365 psi/25i7kPa n/a 139.7 mm 365 psi/2517 kPa 365 psi/251 7 kPa 365 p51/2517 kPa 16bar/232 psi 67150 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/251 7 kPa 16bar/232 psi 165.1 mm 365p51/2517kPa 365ps1/2517kPa 365 psi/2517 kPa n/a 8/200mm 365 psi/2517 kPa 365 psi/2517 kPa 348 psi/2400 kPa 16bar/232 psi 10/250mm 250 psi/1 725 kPa 250 psi/1 725 kPa 1725 kPa/250 psi n/a 12"/300 mm 250 psi/1 725 kPa 250p51/1725kPa 1725kPa/250psi n/a 10.08 1479 Rev Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 A -C—t—S —U, ii C victaulic.com 3.0 SPECIFICATIONS - MATERIAL Body: D Ductile Iron conforming to ASTM A-536, Grade 65-45-12. Body Coating: El Series 717H Body: Black Paint O Series 717H Endface: Electroless Nickel conforming to ASTM B-733 O Series 717 (21/2 - 3/DN65 - DN80): PPS Coating 0 Series 717 (4 - 127DN 100 - DN300): Black Paint Body Seat: O Series 717H: Nitrile 0-ring installed into an Electroless Nickel plating conforming to ASTM B-733 El Series 717 (2 ½" - 3"/DN65 - DN80): PPS Coated Ductile Iron O Series 717 (4 - 12"/DN100 - DN300): Ductile Iron with Electroless Nickel plating conforming to ASTM B-733 Disc Seal or Coating: (specify choice') D Nitrile (Series 717H only) 0 EPDM NOT COMPATIBLE FOR PETROLEUM SERVICES. I I I I I I I Discs: I O Series 717H: CF8M Cast Stainless Steel O Series 717 (2 1/2 - 37DN65 - DN80): Aluminum bronze with elastomer seal I D Series 717 (4 - 12/DN100 - DN300): Elastomer encapsulated disc. Shaft: O Series 717H: Brass I D Series 717 (2 ½ - 3/DN65 - DN80): Type 416 Stainless Steel o Series 717 (4 - 12/DN 100 - DN300): Type 316 Stainless Steel Spring: I 0 Type 302/304 Stainless Steel Shaft Plug: 1 O Series 717H: Carbon Steel Zinc Plated 0 Series 717: Carbon Steel Zinc Plated Pipe Plug: Series 717H: Carbon Steel Zinc Plated I D 0 Series 717: Carbon Steel Zinc Plated Optional Pressure Taps: El Series 717H: Available on all sizes I I I I 10.08 1479 Rev S updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 I 0 Series 717: Available on sizes 4— 12'/DN 100 - DN300 IF Jtaukc! victaulic.com 4.0 DIMENSIONS Series 717 Ko~ Typical 2 ½ - 3/65 -80 mm A- R 01 ½ NPT Upstream Drain (2) ½ NPT Downstream Drain 01 2 NPT (Drain Optional) Typical 4-8/100-200 mm QD t ulow, 01W NPT Upstream Drain 01 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 Winn mm mm mm mm mm mm mm Minn Minn mm kg 2½ 2.875 3.88 4.26 3.57 - - - - - - 3.6 65 73.0 99 108 91 - 1.6 76 mm .1 3.000 3.88 4.26 3.57 - - - - - 3.6 76.1 99 108 91 - 1.6 3 3.500 425 5.06 4.17 - - - - - 4.5 80 88.9 108 129 106 - 2.0 4 4.500 9.63 6.00 3.88 2.75 350 2.00 4.50 3.50 3.35 20.0 100 114.3 245 152 99 70 89 51 114 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 1 141.3 267 173 114 - 106 55 149 104 101 12.3 1397mm 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 - 4.50 238 6.67 4.73 3.89 38.0 150 168.3 292 203 127 114 61 169 120 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 1 45.4 12 12.750 1950 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 Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 I victaulic.com 1 4.1 DIMENSIONS Series 717H I I -RV Typical 2/50 mm - 3/80 mm Size Dimensions Weight E to E Approximate Nominal A B C D E J 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 6.46 323 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 2½ 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 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 80 244.3 189.0 89.7 48.5 92.7 85.9 117.6 9.1 H I I I LI I I I I I 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 I JtauIic I I I P 0. victaulic.com 5.0 PERFORMANCE ------- ------- ------- 411111 Ems moll ______URIlIA — -- ---- • *iiiii 100 1000 Flow Rate - GPM S717H I 717HR 100.00 ------ ---ZZ RIII•I N•Ill II ' . .' IIL 1111111 — uuuiii a•uii 11111111 1500 10000 Flow Rate — Litres/Mm. Flow Characteristics The charts below express the flow of water at 60"F/16"C through valve. S717H / 717HR 10 0.1 10 1.00. 100 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 6 _,4'tauiic 0. victaulic.com 5.1 PERFORMANCE Pill PA 'I a WE - ii II liii I''' 111'0 11111111 [IIIIIIID Ie1 .... -- — — — o. el a.uuI .u.uu eee.. ...i11 II - a i a .: - I •uiiI ma ••iuum•wui I •uiiiaaiiuiii IIIIIIIIIIIUI I II U•Ufl ••uuu a uuiim u..ui aiuiii auuuui auuuiii IUIIIH 11111H1 1111111 11111111111 --- _.. RiIt 1 111111 S717/717R 100.00. -- — s... • .fl* aaui s•u •••• a•uui uuaaii UIIIuI N$uuuI II ... 111111 I • I •IIII a •uuuuia liii auiiii ••••• 11111 iii, SlIIIH NIl U1111111 I NNUH ••iii — a __.uuIII I ..uuuui I NIlulill - III 1111111 U 11111111 100 1000 10000 100000 Flow Rate - Litres/Mm. p 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. At rights reserved. victaulic.com 7 'Jtauiic I I I I I I I I I I Li I I I I I I I I victaulic.com 6.0 NOTIFICATIONS 11 WARNING Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. 7.0 REFERENCE MATERIALS 0501: Seal Selection Guide 10.01: Regulatory Approval Reference Guide 29.01: Terms and Conditions/Warranty -100: Field Installation Handbook User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance. maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any 3f its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our wobsite at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Vicfaotic 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. 10,08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved, victaulic.com I I V I R-0 TEST II? ORIFICE 14 U. U. mvadN ~M~A U[E2U&M[TD Nfi He Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve SIZE IN. MODEL 1011 Sizes: 3,/4'' 1 11,'4'' 11,1211 2 The AGF Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011 features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (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), /ie ' (4.2K), ½ (5.6K), 17/32 (8.0K), /8" (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. JL1Ü 799iUI JJJjifl 5S-M1011A_V001 06/13 TESTANDRAINI is a registered trademark of AGF Manufacturing Inc. I I I I I I I I I I 10MMe WHIff c 0 '71F.Oumm [on& He LISTED Model 1011 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve "PROVED Factory Rated at 175 PSI with other setting available Dimensions Model 1011 - Front View SIZE A B C D E F G H 3/4" 79A6 11/2 ' 23A6 3/8" 33/8 113/16' 49A6 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (36 mm) (46 mm) (117 mm) (162.5 mm) 11/2 ' 23/16" 3/8" 33/8" 113A6" 49/16" 6/8" (191 mm) (37.5 mm) (57 mm) 93 mm) (36 mm) (46 mm) (117 mm) (162.5 mm) 11/4" 715A6" 111/16" 29A6' 41/4" 3%" 115A6" 59A6" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815A6" 11 /16" 3¼' 51/j' 3/8" 25/8" 81/4" 101/8 ' (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2' 815A6" 113A6" 31/4" 51A6" 3/8" 2%' 81/4" 10/8" (227 mm) 1 (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 8.1 6.2.4.2 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 (/Vet 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 8.1 7.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.1 7.4.3.1 (Dry Pipe System) a trip test connection not less than 1 in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve Model 1011 - Plan View 4+ TO B DRAIN + Orifice Sizes /8", 7/i6*, ½", 1,42" /8" ELO*, 34" ESFR*, and K25** Materials Handle ................Steel Stem...................Rod Brass Ball ...................... C.P. Brass Body...................Bronze Valve Seat...........Impregnated Teflonm Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM MADE IN U.S.A. AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 A Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com AvaiIable on 1%" to 2" size units Only • ""Available on 11/2" and 2" size units only Job Name: Architect: Engineer: I Contractor: I A us C@ 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. 200-Iz& 200-3/4 200-1 to 200-2 Pipe Hangers TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger TOLCOTh Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCO Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pro-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 (UI) 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 \NW-H-1 71 E & A-A-11 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. R...... T.......*...... ax mum lellipeletUte. OUcJ 1k,34j L) Finish: Pre-Galvanized. Stainless Steel .-.e materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or200M10-11/2 Fig. 200C Fig. 200F t M8 rod size is not UL Listed or FM Approved 200C-1'/2 shown 200E-1'/2 shown 0 Fig. 200 shown with captured nut 1" thru 2" sizes only Fig. 200 & Fig. 200S shown with non-captured nut 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 Wt or M10 31/8' (79.4) 2/8 (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200-/4 3/4" (20) /8"-16 M8t or M10 31/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) 200-1 1 (25) 3/8"-16 Wt or 1010 3/8 (857) 2/8 (667) 11/8 (286) 400 0781 12 (55) 20011/4 11/4" 134 /8'-16 M8t or 1010 33/4" (94.0) 2/" (73.0) 1/32" 129.31 400 (1.78) 13 (5.9) 200-1/2 11/2" (40) /8"-16 Mt8 or MiD 3/8" (98.4) 2/8" (73.0) 1/16" 130.21 400 (1.78) 14 (6.4) 200-2 2" (50) /8"-i6 M8t or MiD 41/2" (114.3) 3" 176.31 1/16" (30.2) 400 (1.78) 15 (6.9) 20021/2 21/2 (65) /8 16 M10 5/8 (1429) 41/8 (1047) 1/16 (365) 600 (267) 27 (123) 200-3 3' (75) /8'-i6 M10 5/8" 1149.11 4" (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) 200-31/2 31/2" (90) /8"-16 M10 7/" (187.3) 51/4" (133.3) 2/16" (55.6) 600 (2.67) 34 (15.6) 200-4 4" (100) /8"-16 M10 7 /8" (187.3) 5" (127.0) 1/8" (34.9) 1000 (4.45) 35 (16.0) 2005 5 (125) 1/2"-13 M12 91/8 123181 61/4 (1587) 311/32 (849) 1250 (556) 66 (302) 200-6 6" 11501 1/2"..13 M12 101/8" (257.2) 6/4" (171.4) 2/32" (56.3) 1250 (5.56) 73 (33.4) 200-8 8' (200) 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 1" (25) thru 11/2" 40) I I I I I I I I p I I I I I I i1 PiDe Ha I TOLCO Fig. 1CBS - Clevis Bolt Spacer OPM Size Range: Size 1' (25mm) thru 20' (500mm) clevis hanger Material: Steel Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 21&' -8" (133100) 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 Part No. P..2(e Approx. Wt./100 X. (mm) lbs. (kg) 1CBS-1 ,, (25) 3.2 (1.4) 1CBS-1' 11/4" (32) 4.1 (1.8) 1C 1'/2 11/2 (40) 48 (22) CBS-2 (50) 9.4 (4.2) 1CBS-21/2 21/2" (65) 11.4 (5.2) 1CBS-3 (75) 13.9 (6.8) 1CBS 3'I2 31/2 (90) 160 (72) 1CBS-4 (100) 18.0 (8.1) 1CBS-5 (125) 27.3 (12.4) 1CBS-6 (1 5o) 32.5 (14.7) 1CBS8 8" (200) 42.5 (19.2) 1CBS-10 10" (250) 12.7 (32.9) 1CBS-12 - 12" (300) 86.3 (39.1) 1CBS-14 14" (350) 157.6 (71.5) 16S-16 16" (400) 183.7 (83.3) - 1CBS-18 18" (450) 224.6 (101.9) 1CBS-20 20" (500) 254.0 (115.2) TOLCOTh Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4 120mm1 thru 2' (40mm) pipe. Material: - Pre-Galvanized Steel 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 )20rnm( thru 2' (40mm). Patent #5,344108 I Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) I All 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 ig. 75 Swivel Attachment All Threaded Rod B3100 Clovis Hanger Fig. 65XT Reversible Beam Clamp W-Beam -':. Fig. 75 Swivel -. Attachment All Threaded Rod May be used with a pitched roof application, to meet requirements of NFPA 13(2010-2016) Sec. 9.11.6. May be used as a upper attachment with short hanger rod to omit seismic bracing CPVC Clamps I TOLCOTh Fig. 75 - Swivel Attachment Size Range: - /8"-16 Rod Attachment I Material: Steel Function: Three recommended applications for this product: I . 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. I . May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support up to 4(100mm) pipe. Finish: Electro-Ga Ivan ized Weight: Approx. Wt./100 - 13.3 Lbs. 16.okgl I Order By: Part number Patent: #7,887,248 Fig. 78 All Steel ' Ceiling Plate Fig. 75 Swivel I I Threaded Rod A Band 'J Fig. 25 Attachment Fig. 200 Trimline Adjustable Hanger Surge Restrainer I May be used as a structural attachment I component of a branch line restraint I Al) 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 Threaded Accessories I I I I I 63205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: /8'-16 thru /8'-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish TL Specify Length TL hread ize I Standard Design Load Thread Size Thread Length TI 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) I B3205-3/8 x 1' /e"-16 21/2' (63.5) 730 13.251 572 (2.54) I B3205-1/2 X '1' '/2-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) B3205-5l8x 'L - /"-11 21/2" (63.5) 2160 (9.61) 1692 I B3205-314x 'U /4"-10 T (76.2) 3230 (14.37) 2530 (11.25) B3205-1/8x'L - /8"-9 31/2' (88.9) 4480 (19.93) 3508 (15.60) -. For larger sizes consult full line pipe hanger catalog. I 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 (399°C) Finish: Plain or Electro-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 Part No. - Size x Length ATR Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt.I100 Ft. Lbs. (kg) AIR 1/4" x 120 99-1I4' x length 20 240 (1.07) 12 (5.44) AIR /8" x 120 99-/8" x length 16 730 (3.24) 29 (13.15) AIR 1/2" x 120 99-1I2 x length 13 1350 (6.00) 53 (24.04) AIR 5/8" x120 99-51s"x length 11 2160 (9.60) 89 140.371 ATR 3/4" x 120 99-/4" x length 10 3230 (14.37) 123 (55.79) ATR 1/8" x 120 99 1/8" x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise Eaton 96 B-Line series Fire Protection Solutions OPM I I I 1 1 I Set Bolt Included Mounting Hardware Is Not Included Fig. 980 [ Seismic Brad TOLCO Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" (FM Approved) Size Range: One size fits bracing pipe 1 OPM 125mm) thru 2' (50mm), B-Line series APPROVED 12 gauge (2.6mm) channel, and all structural steel up to 1/4' (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2016) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the 'bracing pipe and TOLCO 'braced pipe" attachment, Fig. 1000, 1001, 3000, 4L, 4LA, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. 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-0052-1 3. 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. 1001 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 Longitudinal Brace Part Mtg. Hdw. Mounting Hole Max. Design Load** (FM) Approx. Number Size A B D 300 -440 450 - 59° 600 -740 750 -900 Wt/100 in. (mm) in. (mm) in. (mm) in. (mm) lbs j(kN) lbs./(kN) lbs J(kN) IbsJ(kN) lbs. (kg) 980-I8 /8" (95) 51/4" (133.3) 1/8" (47.6) 13/32" 00.31 149 (67.6) 980_1/2 * 1/2" 112.71 51/4" (133.3) 11/8" (41.6) 11/32" (13.5) 1320 1970 2310 2550 148 (67.1) 980-I8 5/8" (15.91 51/4" (133.3) 1/8" (47.6) 11/16" (17.5) 15.871 (8.76) 110.271 (11.34) 147 (66.7) 980-/4 3/4" (19.0) 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 146 (66.2) * Standard size. Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see page 106. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 61 Eaton I I I I I 1 I 1 I I I I I I I 11 R ndjUWdFV uicluded I 1 I For Laterial Brace Refer to 41A I I Fig.980 Fig. 980 Longitudinal Brace Fig. 4A 1 Seismic Brad I TOLCO Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 21/2 (65mm) thru 8" (200mm) pipe. For sizes smaller than I 21,12 (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/lbs. (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. I 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. Pipe Max. Horizontal Approx. I Part Size A C D Bolt Design Load (UL) Wt./1100 No. in. (mm) in. (mm) in. (mm) in. (mm) Size lbs. (kN) lbs. (kg) 4A-21/2 21/2 (100) 7" (177.8) 2"/16"(68.3) 3' (76.2) 1/2"13 1000 (4.45) 134 (60.8) I 4A-3 3" (80) 71/2" (190.5) 3" (76.2) 3/16" (84.1) 1/2 13 1000 (4.45) 150 (69.0) 4A-4 4' (100) 81/2' (215.9) 3/8" (85.7) 311/16" (93.7) 1/2'13 1600 (7.11) 221 (100.2) 4A-5 5' (125) 93/4" (247.6) 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) 51/8" (130.2) 1/2 13 2015 (8.96) 513 (232.7) 4A-8 8 (200) 131/4(336.5) 611/161169.91 61/8 (155.6) 1/2"13 2015 (8.96) 601 (272.6) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, I 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 et Rnit R. H,iriIwrp InI,,dpd I Seismic Brad I TOLCOTM Fig. 41 - Longitudinal In-Line Sway Brace Attachment (FM Approved) Size Range: 21/2 (65mm) through 8' (200mm) IPS. I Material: Steel Function: For bracing pipe against sway and seismic disturbance. I 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 I 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 I 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. I 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 ,wz Brace 1 Fig.. 980 I Fig. 41 1 Longitudinal Brace Pipe Max. Rec. Load (FM) Approx. I Part Size A C D Bolt Size 300440 45°590 600 74* 15°-90° W000 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kg) ' . 41-21I2 41-3 21/2" (65) (80) 6/16' (163.5) 7" (177.8) 21/2' (63.5) 2/4" (69.8) 2/4" (69.8) 31/16' (77.8) 1/2"13 1/2"13 1030 (4.58) 1030 (4.58) 1180 15.241 1180 (5.24) 1420 (6.31) 1420 (6.31) 1590 (7.07) 1590 (7.07) 253 (114.7) 268 (121.5) 414 (100) 81/2" (215.9) 3/8" (85.7) 311/16" (93.7) 1/2 -13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 348 (157.8) 41-5 (125) 93/4' (247.6) 3/8" (98.4) 43/' (111.1) 1/2"13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (172.3) I 416 6 (150) 111/2 (2921) 5 (1270) 51/8 (1302) 1/2"-13 530 (236) 730 (325) 890 (396) 990 (440) 640 (2903) 41-8 8" (200) 131/4' (336.5) 5/8" (142.8) 5/8' (142.9) 1/2"_13 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) 728 (330.2) FM Approved when used with 1', 11/4', 11/2' or 2' Sch. 40 brace pipe. I FM Approved design loads are based on ASD design method. * UL Listed not FM Approved. 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. 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 OPM <> APPROVED D I Seismic Braci I TOLCO' Fig. 41A - In-Line Sway Brace Attachment (FM Approved) Size Range: 1" (25mm) through 12" (300mm) (PS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 10 (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-0052-13. Installation Instructions: Fig. 4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be combined with the "bracing member" and 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-1 thru 4LA-4 6 41.A-6 thru 4LA-12 I I I I I I I I I 1 I I Pipe FM Max. Rec. Load Approx. Longitudinal & Lateral** Part Size A C D Bolt Size 300.440 450.590 600-140 150.900 Wt./100 No. in. (mm( in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. NN) lbs. (kg) 4LA-1 (25) 319/32" (91.2) 15/16 (33.5) 15/16" (33.5) 3/e"-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 119 (54.0) 4LA-11/4 11/4' (32) 329/32" (99.3) 13/8" (35.3) 13/8" (35.3) 3/s"-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 123 (55.8) 4LA-11/2 11/2" (40) 4 /32" (105.7) 11/2" (38.5) 11/2" (38.5) 3/e"-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 127 (57.6) 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) 4LA 21/2 21/2 (65) 527/32 (1487) 25/16 (585) 25/16 (585) 3/8 16 680 (302) 970 (431) 1190 (529) 1320 (587) 173 (785) 4LA-3 (80) 61/2' (164.9) 25/8" (66.6) 25/8" (66.6) 3/8 -16 680 (3.02) 970 (4.31) 1190 15.291 1320 (5.87) 187 (84.8) 4LA -31/2 31/2 (90) 7407 (1881) 21/8 (731) 21/8 (731) 3/8"-16 680 (302) 970 (431) 1190 (5.29) 1320 (587) 198 (898) 4LA-4 (100) 113/32" (190.8) 31/8" (79.5) 31/8" (79.5) 3/8 -16 680 (3.02) 970 (4.31) 1190 15.291 1320 (5.87) 209 (94.8) 4LA -6 6 (150) 105/8 (2699) 49/16 01591 49/16 (1159) 1/2"-13 1620 (720) Note 1 Note 3 Note 5 521 (2363) 4LA-8 8" (200) 1213/16" (325.5) 59/16" (143.7) 521/32" (143.7) 1/2.13 1620 (7.20) Note 2 Note 4 Note 6 629 (285.3) 41A-10 10" (250) 161/2" (419.1) 71/4 (184.2) 71/4" (184.2) 1/2 .13 1620 (7.20) Note 2 Note 4 Note 6 1320 (598.7) 4LA-12 IT (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) I ** Longitudinal and Lateral Loads are the same except where noted in chart. Brace Note 1: Longitudinal Load 2260 lbs. (10.05kN) - Lateral Load 2300 lbs. (10.23kN) Note 2. Longitudinal Load 1660 lbs. )7.38kN) - Lateral Load 2300 lbs. )10.23kN) Longitudinal Fig. 9 i3iBrace Note 3: Longitudinal Load 2010 lbs. )8.94kN) - Lateral Load 2820 lbs. )12.54kN) Brace F 4LA 0 I Note 4: Longitudinal Load 1570 lbs. (6.98kN) - Lateral Load 2820 lbs. )12.54kN) r Fig. 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) / (i. .................................................................................. 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 i 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. I B-Line series Fire Protection Solutions 77 Eaton PM APPROVED Included [1 Seismic Bracing I TOLCO Fig. 1000 - "Fast Clamp" Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1" (25mm) thru 4' (100mm) 40 IPS. 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). 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 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. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4' (32mm)) , and finish. Designed to meet or exceed requirements of FM DS 2-8. I [ I I I I I I 1 Pipe Size in. (mm) Part Number & Approx. Wti100 1'. (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - Allowable Horizontal Capacity )lbf) Per Installation 1,2.3 300-440 450.590 60°-140 150.900 Lbs. (kN( Lbs. (kN) Lbs. (kN) Lbs. )kN) (25) 1000-1 X 71.6 (32.5) 1000-1 X 11/4 75.8 (34.4) 200 10.891 280 (1.24) 340 (1.51) 380 (1.69) 11/4" (32) 100011/4 X 1 74.8 (33.9) 1000-11/4 X 11/4 79.1 (35.9) 200 10.891 280 (1.24) 340 (1.51) 380 (1.69) 11/2" (40) 1000_1112X1 77.8 (35.3) 1000-11/2 X11/4 82.1 (37.2) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 1501 1000-2 X 84.1 (38.1) 1000-2 X 11I4 88.4 (40.1) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 21/2" (65) 1000.2112X 1 90.2 (40.9) 1000-21I2X 11/4 94.6 (42.9) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 1801 1000-3 X 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) 31/2" (90) 1000.31/2 X 104.0 (47.2) 1000-31/2 X 11/4 108.4 (49.2) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) (100) 1000-4 X 110.3 150.01 1000-4 X 11/4 114.6 (52.0) 230 11.021 320 (1.42) 400 11.781 450 (2.00) 1 FM Approved when used with 1, 11/4, 11/2, or 2 inch NPS Schedule 40 GB/I 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/I 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. 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 69 Eaton I I Li I I I I <9> APPROVED OPM Seismic Braci TOLCOTh Fig. 1001 - Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1" (25mm) thru 8' (200mm) IPS. Pipe size used for bracing: 1(25mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 (PS. Field adjustable, making critical pie-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 visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1' (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: 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 66. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1 (25mm) or 11/4' (32mm)) , and finish. 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 other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. Pipe Size in. (mm) Part Number & Approx. Wt/100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - For Sch. 1, Sch. 10, & Sch. 40 Pipe Allowable Horizontal Capacity (lbf) Per Installation 1,2,3 300-44° 45"-59" 600-14° 150-900 Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) (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) 1'/4")32) 1001-1'/4 X 100.0 145.31 1001-11/4 X 11/4 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2"(40) 1001 11/2 X 1000 (453) 1001-11/2 X 11/4 1150 (521) 1230 (547) 1740 17741 2140 19521 2380 110581 (50) 1001-2 X 108.0 (49.0) 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2 (65) 1001-21/2 X 1386 (628) 1001-21 /2 X 11I4 1604 (727) 800 (356) 1130 (502) 1380 (6141 1540 16851 (80) 1001-3 X 141.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 17.291 (100) 1001-4 X 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1410 (6.54) 1640 17.291 6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 14.401 8" 12001 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 1108.31 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/I 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may ' also be applied when EN 10220 and GB/I 8163 steel pipe. 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. "I T VFig1001 X rn' 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 I Li I I I I L I I 1 1 [ii I I [1 OPM <*> APPROVED Cone Point Set Bolts A Set Bolts Included io onePoint Set Bolt B . Eli Seismic Bracrn 11 TOLCO' Fig. 828 - Universal Sway Brace Attachment to Steel (FM Approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) 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-0052-1 3. 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 lBl. Install a TOLCO swivel fitting Fig. 980 or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting*. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. * Retaining strap not required. FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300-440 450590 600740 75°-900 1510 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) 300 440 450-590 600-740 750 900 690 970 1210 1330 (3.07kN) (4.31 kN( (5.38kN) (5.91 kN) FM Approved design loads are based on ASD design method. Fig Shown Awith~X May pivot in any Fig. 980 direction 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 01 OPM <~> APPROVED 3/s" (9.5) Set Bolts & Hardware Included Ii Top View 1L J V,/2"Bolt&Nut (25.4mm) Furnished Fig. 825 - Fig. 980 Side View Fig. 825 Fig. 980 111 Seismic Bracing TOLCO Fig. 825 - Bar Joist Sway Brace Attachment To Steel (FM Approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Material: Steel Function: To attach sway bracing and hanger assemblies to steel members. . Features: This This product's design incorporates a concentric f attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the C-) importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque (mm. 31 ft-lbs.). Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 54. Installation Instructions: Fig. 825 is the structural attachment 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. 825 on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx. Wt./100: 247.5 Lbs. 1112.2kg1 Order By: Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 Designed to meet or exceed requirements of FM DS 2-8. * Retaining strap not required. Fig. 41 FM Approved design loads are based on ASD design method. Fig. 1001 FM Approved Design Loads 300440 45-59° 60°-14° 15°-90 lbs./(kN) lbs./(kN) lbs./(kN) lbs./(kN) Maximum Perpendicular to 990 1360 1670 1860 /8 Thick Flange Structural Member 14.401 (8.05) (7.43) (8.27) Maximum Parallel to 460 630 770 860 I-Beam /8" Thick Flange Structural Member (2.04) (2.80) (3.42) (3.82) Brace Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 55 Eaton Fig. 1000 l ) p ::-- ', II• ." Traditional methods for installing branch line restraints in fire sprinkler systems are cumbersome and time-consuming. Contractors often cut (and re-cut) threaded rod to precise measurements to \ç 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, [RICO has streamlined the process and developed the Branch Line Restraint System, part of the CADDY - —, line of hanging and bracing solutions for the fire protection market. Ideal for restraining 1" (25 mm) through 2" (50 mm) branch lines, this innovative 1 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 WAZ installation process, allowing a time savings of up to 801% 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" (M10 or M12) threaded rod. This allows greater restraint distances from the pipe to structure with 1/2' (M12) threaded rod. The system meets the requirements of NFPA 13 making it ideal for new construction applications. The total system is cULus Listed and FM Approved, and has been pre-approved by the state of California (OSHPD OPA-2629-10). * 7e-s7,t,7ria7i,P"T-'ni"fw'—,-tI - - N) e =Metra c, I P"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 RS J L_ W y OD Spec-ifiçations Material: Steel Finish: Electro-galvanized c®us CSBBRP0100EG 1" 1.32" 3/8", 1/2" 6.67" 1.63" 0.88" CSBBRP0125EG 1 1/4" 1.66" 3/8", 1/2" 7.56" 1.97" 0.88" csBBRP0150EG 1 1/2" 1.90" 3/8", 1/2" 8.20" 2.21" 0.88" CSBBRP0200EG 2' 2.38" 3/8", 1/2" 9.45" 2.69" 0.88" 8 I ] 4fi EL. 94 www.erico.com i ] I I I I I I I I I I I I I I I I I I I I =L i V, vle- I R I &~ Features Swivel connector accepts 3/8' or 1/2" (M10 or M12) threaded rod Attaches to steel members with self-drilling/tapping screw 0 s, Lk. Specifications Material: Steel Finish: Electro-galvanized c®us Pa umber Height •• .y:id: reW r cecngth P rtN - _.' 5,': .:ThiCkflpSS H i ;W:;._.:: :";'.5( L . - Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. www.erico.com 95 m > 11111 IT T B =ria n c. I C. h 6- Features Swivel connector accepts 3/8" or 1/2" (M 10 or M12) threaded rod Attaches to wood or concrete structures I Specifications Material: Steel Finish: Electro-galvanizec c®us Rod.Size He W,WidjH; Fr - iirr Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. I.,, GIDDY' 96 www.erico.com I I I I I I I I I I I I I I I I I 1 I TeW MURT7 511 to Ti One 7N Features Swivel connector accepts 3/8" or 1/2" (M10 or M12) threaded rod Attaches to concrete anchors or structural attachments with female threads RS Specifications Material: Steel Finish: Electro-galvanized c®us I % . VWW"V.1-~1 " -1-k -'_4-__'iZTr Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. vwvw.erico.com 97 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 - I81 6 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" (19.0mm). 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, I8"-16 rod will support 1/2" (15mm) thru 4(100mm) pipe 1/2"..13 rod will support thru 8" (200mm) pipe Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 c®us LISTED Set Screw and Locknut Included C(i Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) I 65-1/2 1/2"-13 11/2 (381) 3/4 c190) 1 (254) /16 (143) 65-/ /8"-11 1 1/2" (38.1) 3/4" 1:19.0( 1" (25.4) /16" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65-1I2 11/4" (31.7) 55 (24.9) 65-5/a 11/4" (31.7) - 55 (24.9) TOLCO Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" 000mml pipe. Designed to meet or exceed requirements of FM DS 2-0 and NFPA 13. Part For Approx. Wt/100 No. Rod Size Lbs. (kg) 65XT /"-16 28.0 (12.7) ..<-i7 V. (25.4) i - 1 /\ cJus LISTED 1/16' (39.7) 65 APPROVED 3/4" - (19.01 Set Screw, (22.21 Lo:knI and uded 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 ui C®Us LISTEO APPROVED Throat Openin 3/4" (19.t (Rod Size) Hanger Rod Not Included Set Screw and Lockout Included B3O34-3/a shown. Top Flange Attachment Applications 7F Beam Clamps R B3034 - C-Clamp Size Range: /8'-16 thru /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 permts 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. /811-16 is (cULus) Listed to support up to 4' (lOomn) 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' (150mm) 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 = 11 ft/lbs. 115 Nml Caution should be taken not to over-tighten set screws. B3034-/s" and B3034-3/o sizes Attach only as shown. c , Throat Opening .. 3/4" (19.0) - -- A (Rod Size) - - - Hanger Rod Not Included Set Screw and -- Locknut Included Bottom Flange Attachment Applications Part Rod Set Screw Maximum Iron Approx. No. Size Size B C D Pipe Size Per UL Wt./100 A in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) B3034-3/8 /8'-16 /8'-16 X 1 /2" 1/8' (41.3) 2' (50.8) /8' (19.0) 4' (100) 30 (13.6) B3034-1I2 1/2"..13 1/2'13 x 11/2" 113/16' (46.0) 2/16' (55.6) 1/16" (30.2) 8' (200) 47 (21.3) B3034-5/8 /o-11 '/2-13 x 2" 13/4" (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 Eaton I Beam Clamps 0 TOLCO Fig. 69 - Beam Clamp Retaining Strap Size Range: /'-16 thru I4"-10 rod 4" (101.6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex nut for the Fig. 69 or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or To)co beam clamp. Finish: Pre-Galvanized 3 Fig. 69-I8-1I2 9/i6n (14.3) 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. Hole Dia. D For Use With Length Part No. in. (mm) 133033-3/8, 133034-3/8, 133031-3/8, 69-I8-1/2-1. see Detail A 65-/8, 65XT-3/8, 66-/8 Specify B3033-1/2, B3034-1/2, 651/2, 66-1/2 69-/8-L 11/16" (17.5) 133033-5/8, 65-/8, 66-/8 Specify - 69-/4-L /16" (20.6) B3033-3/4 - Specify All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 17 Eaton er Attachments III El TOLCOTh Fig. 78 - All Steel Ceiling Plate Size Range: 3/8"-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-Galvanized. 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 1/2" -2" 2 #14x 1'/4'A-point hex-washer-head sheet metal screw Wood 21/Z - 4" 2 1/4" X 11/2" wood screws* Wood 1/2 -2" 2 1/4'x 1' tek screws Metal (18 gauge) 1/2". 2" 2 #14x11/4"A-pointhex-washer-head sheet metal screw Wood 1/2 - 2" 2 #14 x 2" A-point-hex-washer-head sheet metal screw Wood thru /" gyp board * No pie-drilling D (2 Holes) 0 Larger pipe sizes can be hung with reduced spacing. Part No. Pipe Size A B C Hole Dia. D Thread Size Approx. Wt./100 i in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) E Lbs. (kg) E j18-3/ 1/2 - 2" (15-60) 3" (76.2) 21/8 (54.0) 11/8" (28.6) /16" (7.9) /8"-16 15 (6.8) TOLCO Fig. 51 - Side Beam Bracket for NFPA Rod & Fastener Sizing L - I Size Range: 3/8 -16 thru 1/2'..13 rod, 1/2' (15mm) thru 8' pipe (200mm) 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. 4 Order By: Figure number and finish Z'- c & us LISTED APPROVED Part No. Pipe Size in. (mm) Rod Size A in. (mm) B in. (mm) C in. (mm) Hole 1 in. (mm) Hole 2 in. (mm) Approx. Wt./100 Lbs. (kg) 51NFPA-318x318 1/2" -2" (15-60) /s"-16 2" (50.8) 3/4" (19.0) 2" (50.8) /16" (11.1) /16" (11.1) 35)15.9) 51NFPA-3/ax'/2 21/2" -4" (65-100) /8"-16 2' (50.8) 3/4" (19.0) 2' (50.8) 9/" (14.3) /16' (11.1) 34 (15.4) 51NFPA-1/1/2 5"-6" (125-150) 1/2 .13 21/2" (63.5) 3/4" (19.0) 21/2" (63.5) /16" (14.3) /16" (14.3) 71 (32.2) 51NFPA-1/2x518 8" (200) 1/2'..13 21/2" (63.5) 3/4" (19.0) 21/2" (63.5) 11/16" (17.5) 9/16" (14.3) 70(31.7) II 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 El c®US LISTED APPROVED 113 Per NFPA J I 1 - /8" or 1/2" Lag Bolts Up to 4(100mm) pipe 2- #16 x 2" Drive Screws '/2" (15mm) -4 (100mm) pipe 2- #14 x 1" Tek Type Screws UL Listed Fastener Table Pipe Size Qty Fastener Type Material 2" 2 #16 x 2" Drive screws Wood 2" 1 /t" Lag bolt Wood 21/2" - 4" 1 1/2" Lag bolt Wood 31 I2" 2 1/4" x 11/2' Lag bolts Wood 4' 2 1/4" x 2" Lag bolts ** Wood 4" 2 1/4' xl" Tek screws Metal (15 gauge) 4" 2 1/4" xl" Tek screws Metal (16 gauge) ** No pre-drilling Larger pipe sizes can be hung with reduced spacing. Up Urrner Attachments TOLCOTh 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 /8' fastener, 21/2' (65mm) thru 4' (100mm) pipe requires 1/2" fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" (100mm) pipe. Finish: Pre-Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below 2 1/4" x 2" Lag Bolts (No Pre-Drilling Up to 4(100mm) pipe Part No. Pipe Size Rod A B C Approx. Wt.I100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 /2" -4" (15-100) /8"-16 2/4" (69.8) 11/2" (38.1) 11/8" (28.6) 14 (6.3) 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 91 Eaton -I H M TED 2272 E This Product Available In Powers Design Assist! Real-Time Anchor Design Software www.powersdesignassist.com GENERAL INFORMATION N FASTENING INNOVATIONS GENERAL INFORMATION SECTION CONTENTS General Information......................1 S 'A',E+® UU lit Material Specifications.................1 Internally Threaded Screw Anchor Installation Specifications............2 Installation Instructions ................ 3 The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance Installation Specifications............8 in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, Ordering Information....................9 sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. I (ci I flVT!Ls. I I Suspending conduit, cable trays and strut Interior applications/low level corrosion environment Tension zone areas i •,... ANCHOR MATERIALS + 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 Pipe supports Seismic and wind loading applications Fire sprinklers Suspended lighting SNAKE+ INTERNAL THREAD VERSION Unified coarse thread (UNC) 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 International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete. Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen enbrittlement 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 1GUIDPECIFICATIONS CSI Divisions: 0316 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component I I Specification Anchor Body I Case hardened carbon steel I Plating Zinc plating according to ASTM B633, Sd, Type Ill (Fe/Zn 5) I Minimum plating requirements for Mild Service Condition w.powers.com 1 Anchor Property! Setting Information Notation Unit Nominal Anchor Size ____________________ 114" 318" Nominal outside anchor diameter d4(d0)' in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Minimum diameter of hole clearance in fixture for steel insert element (following anchor installation) dh in. 5/16 7/16 9/16 Nominal drill bit diameter dbu in. 3/8 ANSI 1/2 ANSI 3/4 ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth' h1 in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment her in. (mm) Not Applicable' 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) TSCeV4 ft-lb. (N-m) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert element (threaded rod or bolt) Tmax ft-lb. (N-m) 4 (6) 8 (11) 36 (49) Anchors Installed in Concrete Construction' Minimum member thickness' hmin in. (mm) Not Applicable' 4 (102) 4 (102) Critical edge distance' c in. (mm) Not A Applicable' 3 (76) 4 (102) Minimum edge distance' cmi, in. (mm) Not Applicable4 3 (76) 4 (102) Minimum spacing distance' 5mn in. (mm) Not Applicable' pp 3 (76) 4 (102) Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies' Minimum member topping thickness hmn.dec in. (mm) Not Applicable' (83) 3-1/4 Not applicable Critical edge distance c.w d5omp in. (mm) Not AppIicabIe 3 (76) Not applicable Minimum edge distance cidaw in. (mm) Not App licable4 3 (76) Not applicable Minimum spacing distance 5nsn.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 of ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see installation detail. Anchors in the lower flute maybe installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h5f or 1.5 times the flute width. The notation in parenthesis is for the 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-flied steel deck assemblies, steel installation detail, I 1 1 [1 ?owers INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications' I I 1 I Do not exceed 04 Do not exceed I 2 www.powers.com ;4 • ••••4• V.7 •.•V 4 .., t:•, t:•. 4 ., INSTALLATION INSTRUCTIONS 3 FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212.15. Step 2 Select a powered impact wrench that does not exceed the maximum torque, T,,, for the selected anchor diameter Attach the Snakes- setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting too/. Step 3 Drive the anchor into the hole until the shoulder of the Snakes- setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. Step 4 Insert threaded rod or a bolt into the 5nake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, T. Minimum thread engagement should be at least one anchor diameter. Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Root Assemblies OVER STEEL DECK (MINIMUM 2.500 profiles provided the minimum topping thickness, minimum spacing SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. 3/8-inch diameter anchors may be placed in the topside of steel deck Snake+Anctior distance and minimum edge distance are satisfied. Min. 3-Ti4 ;,;:i Mit. 4-112 (ryp) I Mit. I2C.C.tTvot I Upper Plate (Valley)— Lowe, Flute tRidge(J No. 20 Gage Steel Deck 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. in. • Clearance 1 Upper Flute (Valley) Max Anchor % Min. iO Mml2(r 1JJ Lower Flute (Ridge)— No. 20 Gage Steel Deck Mm. Flute Edge 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles provided in minimum hole clearance is satisfied. Anchors in the lower flute 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. - _7 www.powers.com 3 I 1 ?owers PERFORMANCE DATA FASTENING INNOVATIONS 4 www.powers.com PERFORMANCE DATA Tension Desian Information (For use with load combinations taken from ACI 318 Section 9.2' Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom in.26 STEEL STRENGTH IN TENSION' ksi ASTM A36 36.0 48) Minimum specified yield strength of steel insert element f (N)') ASTM A193, 105.0 Grade 137 (724) - Minimum specified ultimate strength , ksi ASTM 58.0 (400) of steel insert element (N/mm') ASTM A193, 125.0 Grade 137 (862) - Effective tensile stress area of steel insert element 0.0775 0.1419 lb ASTM A36 4.495 (20.0) 8,230 Steel strength in tension N ASTM A193, 1 (37.0) (kN) 9,685 Grade B7 (43.1) - Reduction factor for steel strength94 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSIONS Effective embedment he in. ) 1.10 (28) 1.54 ( (39) Effectiveness factor for uncracked concrete km - 24 30 Effectiveness factor for cracked concrete k9 - 17 24 Modification factor for cracked and uncracked concrete' 'cN Cracked concrete = 1.0 Uncracked concrete = 1.0 Critical edge distance Ca in. (76) I (102) Reduction factor for concrete breakout strength' 1 41 1 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)6 Characteristic pullout strength, N 669 lb See note S 7 See note S 7 uncracked concrete (2,500 psi)6 (kN) Characteristic pullout strength, N lb s 7 See 1,665 cracked concrete (2,500 psi)' (kN) (74) Reduction factor for pullout strength' - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)69 New lb See note 7 1,665 Reduction factor for pullout strength' 1 41 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, Np,dec,4na lb 1,515 1,625 uncracked concrete over steel deck5° (kN) (6.7) (7.2) Characteristic pullout strength, Np.d*a lb 1,075 1,300 cracked concrete over steel deck''° (kN) (4.8) (5.8) Characteristic pullout strength, pd lb 1,075 1,300 cracked concrete over steel deck, seismic" (kN) (4.8) (5.8) Reduction factor for pullout strength, 0 - Condition B - 065 concrete over steel deck, 1 1 - 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 0.3.3 shall apply. Installation must comply with published instructions and details. All values of 4, were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of 4' must be determined in accordance with ACI 318-11 Section 0.4.4. For reinforcement that meets ACI 318 Appendix 0 requirements for condition A, see ACI 318-11 0.4.3 for appropriate 4, factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 Section D. 1. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. 0.1. Tabulated values for steel strength in tension must be used for design. For all design cases use VN = 1.0. Select appropriate effectiveness factor for cracked concrete (ku) or uncracked concrete (k). For all design cases use I/F,, = 1.0. For concrete compressive strength greater than 2,500 psi, Npn = (Pullout strength value from table)*(specified concrete compressive strength/2500)96. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment Anchors are permitted to be used in sand-lightweight concrete provided that Nb and Ne' 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 Ne i,e are for sand-lightweight concrete (f'cw = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section D.5.2 is not required for anchors installed in the flute (soffit). The notation in brackets is for the 2006 IBC. I 1 I I I I 1 lowevIs. FASTENING INNOVATIONS PERFORMANCE DATA 101 Shear Design Information (For use with load combinations taken from ACI 318 Section 92)12 Nominal Anchor Diameter Design Characteristic Notation Units 3/8 inch 112 inch Anchor category 1,2 or - 1 1 Nominal embedment depth hnom in. 1-5/8 (41) 2-3/16 (mm) (55) STEEL STRENGTH IN SHEAR4 lb ASTM A36 770 1,995 h Steelstrengthin shear' v (kN) ASTM A193, 1,655 Grade B7 (7.4) Reduction factor for steel strength' - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR' Nominal outside anchor diameter d4(d0)° in. 0.500 0.750 Load bearing length of anchor - 1.10 1.54 (hat or 8d0, whichever is less) (28) (39) Reduction factor for concrete breakout strength' 4' - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR' Coefficient for prycut strength k - 1.0 1.0 (1.0 for her<2.5 in, 2.0 for h,~2.5in.) Effective embedment he Reduction factor for pullout strength, 4' - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS lb ASIM A36 770 (34) 1,995 (89) Steel strength in shear, seismic' (kN) ASTM A193, 1,655 Grade B7 (7.4) Reduction factor for pullout strength' 4' - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK' lb ASTM A36 770 (34) 1,995 (89) Steel strength in shear, concrete over steel deck' (kN) ASTM Al 93, 1,655 Grade 87 (7.4) 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' 4' - Condition B = 0.60 The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of ACI 318 0.3.3 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. or ACI 318 Section 9.2. lithe 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 0 requirements for Condition A, see ACI 318-11, 0.4.3 for the appropriate 45 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 3180.1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation D-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 D.6.1.2. Anchors are permitted to be used in sand-lightweight concrete provided that S/b 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 (ic - = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. The notation in parenthesis is for the 2006 IBC. El w.powers.com 5 Tension and Shear Design Strengths Installed in Cracked Concrete iAV Steel Minimum Concrete Compressive Strength, f'c (psi) 2.500 3,000 4.000 Element 6,000 81000 Nominal Nominal Insert Anchor Embed. Nn évn 4iNn thVn 4Nn O5Vn q5Nn O5Vn qNn F dVn Size On.) (in.) (Threaded Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension I Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 635 700 805 985 1,140 Ii 3/8 15/8 ATMdA3 e 137 635 685 700 750 805 870 985 1,065 1,140 I 1/2 2-3/16 ASTMA36 1,080 1,185 1,370 1,675 1,935 0- Anchor PulloutlPryout Strength Controls 0 - Concrete Breakout Strength Controls m - Steel Strength Controls PERFORMANCE DATA ?owers 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 = h,in, and with the following conditions: is - c greater than or equal to the critical edge distance, ca (table values based on c, = car). - ca2 is greater than or equal to 1.5 times Cal. Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the . a.. 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 a and pryout strength in shear are calculated using the effective embedment values hef, for the selected anchors as noted in the design information tables. Please the installation for - also reference specifications more information. - . .';--T .'• ..• .;•• ..., ------- ha - Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B - 1 •'• ..;: : is assumed. 'q _a'•: ' 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. Li Tension and Shear Design Strengths Installed in Uncracked Concrete wr-wm 1~ E Steel Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 I 6,000 I 8.000 Nominal Nominal Insert Anchor Embed. Element Nn thvn 0Nn thVn 4Nn thvn çbNn thVn q5Nn I thvn Size (Threaded (in.) On.) Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension I Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 II 985 00 1,140 ii 1,395 II 1,610 Ii 3/8 TM A3 AGrade 39 900 970 985 11060 1-5/8 1,140 I 1,395 I 11610 I 1/2 2-3/16 ASTM A36 1,865 2,040 2,355 2,885 3,335 0 - Anchor PulloutlPryout Strength Controls 0- Concrete Breakout Strength Controls • - Steel Strength Controls I Li 1 I I 6 www.powers.com Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): -Poweirs. 0 FASTENING INNOVATIONS PERFORMANCE DATA FREDUNDffTiATENINGTAPP(ICATIONS - For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less, Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Number of Anchorage Point, 001 For strength design, a redundant system is achieved by specifying and limiting the following variables ni = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point n3 = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or ACI 318 Section 9.2 Strength Design (SD) Design values for use with strength design shall be established taking or,, • Fa. See redundant fastening design information table for Snake+ design resistance. Design values for use with allowable stress design shall be established taking Rd, ASD 0, • Fra Where o is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, o is equal to 1.4 assuming all dead load. Fl www.powers.com 7 Anchor Property! Setting Information Notation Units Nominal Anchor Size 1/4° 318' 1/2° Nominal drill bit diameter dia, in. 3/8 ANSI 1/2 ANSI 3/4" ANSI Nominal embedment depth h— in. in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hei in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness h.in in. 3 (76.2) 3 (76.2) 3 (mm) (76.2) Overall anchor legnth Gd in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening Cmin = in. (mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, redundant fastening' 5m6 in. (mm) 8 (203) 8 (203) 8 (203) Maximum tightening torque of steel insert element (threaded rod or bolt) Tm,, ft-lb. (N-m) 4 (6) 8 (11) 36 (49) Maximum impact wrench power (torque) ft-lb. (N-m) 120 (163) 345 (468) 345 (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors' 13 Anchor Property! Notation Units Nominal Anchor Size ____________________ 1/4" 318° 112" Setting Information Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE' Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete Fm lb n, 2: 4 n, 3 ~ 4 n, ~ 3 n, 2:4 n, ~ 3 (2,500psi) (kN) 550 360 E675 450 1 675 450 1. (2.5) (1.6).0) (2.0) (3.0) (2.0) Effective tensile stress area 1 ,, - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK' Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete F lb it *2 4 ni 3 ni 2o 4 n, 2! 3 ni 2! 4 ni ~t 3 over steel deck (2,500 psi) (kN) 550 360 1 675 450 1 675 450 1 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor' tb,, - 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. .5. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. I I I I I I ?owers INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS n INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications I I 8 www.powers.com -Poweirs. FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete','.'.' Minimum Minimum Concrete Compressive Strength fc = 2,500 psi (17.2 MPa) f'c = 3,000 psi (20.7 MPa) f'c = 6,000 psi (41.4 MPa) Anchor Nominal Embedment Diameter Depth In. Tension Shear Tension Shear Tension Shear (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (teN) (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 (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. 6400S0 1/4" 1-5/8" 11/32" 100 1,000 64015D 318" 1-5/8" 23/32' 50 500 64035D 1/2" 1 2-1/2 15/16" 50 300 1. Each box comes with one free setting tool Setting Tool for Snake+ Screw Anchor Cat No. Anchor Size Std. On. 64025D 1/4" 1 64075D 3/8" 1 6404S0 1/2' 1 i7l w.powers.com 9 GENERAL INFORMATION FASTENING INNOVATIONS GENERAL INFORMATION POWER-SWED® +S1D2 Wedge Expansion Anchor IPR(JUU(1lIIIRIPTI[JN-' 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. [In iii I 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. EX1 289 - 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 Plating (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. v.powers.com SECTION CONTENTS General Information......................1 Material Specifications.................1 Installation Specifications............2 Installation Instructions................3 Performance Data..........................5 Ordering Information..................10 kip 14 R41~. vil POWER-STUD+ SD2 ASSEMBLY THREAD VERSION UNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYR) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Sand-lightweight concrete Concrete over steel deck Grouted-filled concrete masonry (CMU) This Product Available In ?D Powers Design Assista Real-Time Anchor Design Software www.powersdesignassist.com I 01 I ?owers FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Anchor Settina Information for Installation on the Ton of Concrete-Filled Steel Deck Accemhliec34 Anchor Property! Setting Information Notation Units Nominal Anchor Size (inch) 318" Nominal drill bit diameter d2 in. 3/8 ANSI 1/2 ANSI Minimum nominal embedment depth, hn in. (mm) 2-3/8 (60) 2-1/2 (64) Effective embedment hei in. (mm) 2.00 (51) 2.00 (51) Minimum concrete member thickness' hmi2,d in. (mm) 2-1/2 (64) 2-1/2 (64) Critical edge distance ccd& in. (mm) 8 (203) 9 (229) Minimum edge distance cmin,dt. in. 4 (102) 2-3/4 (70) 8 (mm) 4 (102) I I (203 Minimum spacing distance Smin,d2dc2op 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 Ting ft-lb. (N-m) 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, 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 installation table for applicable values of hv, sun and 56n. 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 I 1 I I I I 1 I 1 I I I I I [] I I I Before After Lencith Identification Mark I A B I I D I E F I 6 I H I I I j I K L I M I N 0 I p From 1-1/2" 2" 2-1/2' 3" 13-112" 4" 4-1l2 5' 51/2' 6" 16-1/2" 7' 7-1/2 8" 18_1/2" I Upto but not including 2" 12-1/2" 3" 3-1/2" 4" 4-1/2 5' 5-1/2" 6" 6-1/2" I 7" 7-1/2" 8" 8-1/2" I 9' I 19-1/2 Length identification mark indicates overall length of anchor. INSTALLATION INSTRUCTIONS Installation Instructions for Power-Stud+ SD2 INSTALLATION INSTRUCTIONS Power-Stud+ SD2 Anchor Detail --powers. FASTENING INNOVATIONS Head Marking Legend Letter Code = Length Identification Mark '+' Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip 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, h. Step 4 Tighten the anchor with a torque wrench by applying the required installation torque, 7. 3 www.powers.com I ?owers FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS I Installation Detail A: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor and Root Assemblies (see dimensional I I I STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Tin. 3-1/4" 3/4' 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. I Mitt. Lower Flute (Ridge 1-114" No. 20 Gage Steel Deck S Flute Installation Detail B: Power-Stud+ SD2 Installed in the Soffit of Concrete Over Steel Deck Floor and Root Assemblies (see dimensional profile LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) tin. 2" I" Clearance Mitt. Upper Flute (Valley) Min.Lower Floe (Ridge) 1. No 20 Gage Steel Deck Mm 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. I I I I Installation Detail C: Power-Stud+ 5D2 Installed in the Soffit of Concrete over Steel Deck Floor and Root Assemblies (See Dimensional Profile STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Mitt. 2-1/4 r1'd1eaTW1 Mm. 11 a a a a a a .T L . '. i,;tj owe;sec4j1 Anchor ç 2-1/2' Mitt. 1-3/4' Mitt. Min 3/4' No, 20 Gage Steel Deck Mm. Lower Flute Ed I I I I Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail C provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail C profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail C provided the concrete thickness above the upper flute is minimum 3-1/4-inch and a minimum hole clearance of 3/4-inch is satisfied. I Installation Detail D: Installation Detail for Anchors in the Top of Concrete Over Steel Deck Floor and ROOT Assemblies (see dimensional profile requir OVER STEEL DECK (MINIMUM 2,500 P51) - Power-studu Anchor (ltp) Upper Flute (Valley) Mitt. Mitt. 3.112" . . 1-1/2" '•' 'I I (1hPI .. Min, ;3/4* Mitt. 6 (Typ( l Lower Flute (Ridge) Mm. 2- 1Z' InstrI No 20 Gage steel Deck Mm. Flute Edge 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. I I I I www.powers.com 4 .--powers. FASTENING INNOVATIONS TED O 7ESESR'2502 CC f Nominal Anchor Diameter (inch) Design Characteristic Notation Units 318 1/2 5/8 3/4 Anchor category 1,2 or 3 - 1 1 1 1 STEEL STRENGTH IN TENSION (ACI 318-14174.1 or ACI 318-11 D.5.1 Minimum specified yield strength (neck) fy ksi (N/mm') 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate tensile strength (neck) fm ksi 120.0 (827) 106.0 (731) 90.0 (N/mm1) 106.0 (731) (620) Effective tensile stress area (neck) AII,N j2 (mm') 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension Nsa 1 lb (kN) 6,625 (29.4) 10445 (46.5) 13080 (58.2) 21,230 (94.4) Reduction factor for steel strength' 0 - 0.75 CONCRETE BREAKOUT STRENGTH IN TENSION (ACI 318-1417.4.20r ACI 318-11D.5.2) Effective embedment he in. 2.00 2.00 3.25 3.25 4.25 3.75 5.00 1 (mm) (51) (51) (83) (83) (108) (95) (127) Effectiveness factor for uncracked concrete kua - 24 24 24 24 Effectiveness factor for cracked concrete ka - 17 17 17 17 Modification factor for cracked and uncracked concrete' Lye - 1.0 n See ote 5 10 See note 5 10 See note S 10 See note 5 Critical edge distance in. (mm) 6-1/2 (165) 1 8 (203) 10 1 (254) 8 (203) 10 1 (254) 12 (305) 12 1 (305) Reduction factor for concrete breakout strength' 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (ACI 318-14 17.4.3 or ACI 318-11 D.53 Characteristic pullout strength, N plea lb 2,775 See 6,615 See See See See uncracked concrete (2,500 psi)6 (kN) (12.3) note 7 (29.4) note 7 note 7 note 7 note 7 Characteristic pullout strength, N pa lb 2,165 See 4,375 See See See 7,795 cracked concrete (2,500 psi)6 (kN) (9.6) note 7 (19.5) 1 note 7 note 7 note 7 (35.1) Reduction factor for pullout strength' - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS (ACI 318-14 17.2.33 or ACI 318-11 D.53.33)1 Characteristic pullout strength, seismic (2,500 psi)69 Np.w lb (kN) 1 2,165 • See note 7 1 4,375 (19.5) J_ See note 7 See 1 note 7 See note 7 7,795 (351) Reduction factor for pullout strength3 çb - 0.65 (Condition B) Uncracked concrete J3 lbf/in 865,000 717,00 569,000 420,000 Mean axial stiffness values (kN/mm) (151) (126) (100) (74) service load range Cracked concrete ,, P lbf/in 49,500 57,000 64,500 72,000 (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 41 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 0 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 Dl, 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 I,140 = 1.0. Select appropriate effectiveness factor for cracked concrete (6) or uncracked concrete (k1n.'). For all design cases use I3LFp = 1.0. For concrete compressive strength greater than 2,500 psi, N,.' = (pullout strength value from table)'(specified concrete compressive strength/2500)'. For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n = 1/2 with the exception of the 3/8" anchor size for cracked concrete where n = 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Nb, N.' and N0 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, B, C and D. 5 www.powers.com PERFORMANCE DATA PERFORMANCE DATA Tension Design Information','-" I ?owers. FASTENING INNOVATIONS PERFORMANCE DATA I I I I I I I I I I I I 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 V 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, 8, C and D. I I I I P H Li www.powers.com 6 12 4 sion and Shear Design Data for Power-Stud+ SD2 Anchors in the Soffit of Concrete-Filled Steel Deck Assemblies 1,2,7 --powers. FASTENING INNOVATIONS fC CC-ES ESR-2502 ODE LISTEI) Nominal Anchor Size (inch) Design Characteristics Notation Units 0.375 05 0.625 0.75 Anchor Category 1, 2 or 3 - 1 1 1 1 Effective Embedment in. 2.00 2,00 3.25 3.25 4,25 1 3.75 (mm) (51) (51) (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 deck flute Characteristic pullout strength, Np,deck,c lbf 1,445 1,465 2,600 3,305 5,215 3,470 cracked concrete over steel deck'-' (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4) According to Characteristic pullout strength, Np,doduna 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 3-7/8-inch-wide deck flute Characteristic pullout strength, lbf 1,745 1,975 3,695 Not Not Not cracked concrete over steel deck' (kN) (7.8) (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, Npieca lbf 1,250 1,435 Not Not Not Not deck flute cracked concrete over steel deck" (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable Reduction factor for pullout strength' o - 0.65 STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK'S According to Steel strength in shear, Vsa,d&k lbf 2,170 3,815 5,040 4,015 6,670 4,325 Detal A concrete over steel deck (kN) (9.7) (17.0) (22.4) (17.9) (29.7) (19.2) 4-1/2-inch-wide deck flute Steel strength in shear, seismic, V,dä,eq lbf 1,715 3,815 5,040 2,675 4,445 2,820 concrete over steel deck (kN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5) A ccording to Steel strength in shear, lbf 3,040 2,675 4,930 Not Not Not Detail B concrete over steel deck Vsd,d, (kN) (13.5) (11.9) (21.9) Applicable Applicable Applicable 3-7/8-inch-wide Steel strength in shear, seismic, lbf 2,400 2,675 4,930 Not Not Not deck flute concrete over steel deck Vsddcq (kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable According to Steel strength in shear, lbf 2,170 2,880 Not Not Not Not Detail concrete over steel deck Vsa.ec (kN) (9.7) (12.8) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Steel strength in shear, seismic, lbf 1,715 2,880 Not Not Not Not deck flute concrete over steel deck Vede&e, (kN) (7.6) (12.8) Applicable Applicable Applicable Applicable Reduction factor for steel strength in shear, - 065 concrete over steel deck' For all design cases = 1.0. For concrete compressive strength greater than 3,000 psi, N,=(pullout strength value from table) * (specified concrete compressive strength/2500Y. For all anchors n=112 with exception of the 3/8-inch-diameter anchor size, where n=1/3. Values for Nnj are for sand-lightweight concrete (f' = 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 0.5.2, as applicable, is not required for anchors installed in the deck soffit (flute). Values for Nt.* are applicable for seismic loading. Shear loads for anchors installed through steel deck into concrete may be applied in any direction. Values for Vi and are for sand-lightweight concrete (f' = 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 0.6.2, 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 C are 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 3hs or 1.5 times the flute width. ri I U C 7 www.powers.com I ?owers. FASTENING INNOVATIONS PERFORMANCE DATA I I w.powers.com 8 Factored Design Strength (N0 and OW) 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 = and with the following conditions: - cat 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 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 , and pryout strength in shear are calculated using the effective embedment values h, for the selected anchors as noted in the design information tables Please also reference the installation specifications for - a' C 1 a more information -' .. ha Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B '- 'Call ;' is assumed. 4 Tabular values are permitted for static loads only, seismic loading is not considered with these tables 5 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. 6- 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+ 5D2 in Uncracked Concrete Minimum Concrete Compressive Strength Nominal l onin:l fc=2chor Embe ,500 psi f'c=3,000 psi f'c=4.000 psi fc=6.000psi f'c=8,000psi 4Nn Tension dVn Shear q5Nn I Tension bVn Shear I 4Nn Tension I bVn I Shear 4iNn I Tension bvn Shear I çbNn Tension dvn Shear Diameter (in.) hm (in.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,805 1!71 1,975 I 2,280 - 2,795 ' I 3,225 I 1/2 2-1/2 2,205 2,375 2,415 2,605 3,005 3,420 I 3,945 I 3-3/4 3-7/8 4,300 4,570 5,905 4,710 5,005 - 6,470 I j , • • I ' ..I 6,660 7,080 5,440 , I '. • I ______ i:i 10,130 7,690 8,175 .. 5/8 5,780 4-7/8 4-1/2 6,835 •.. 7,485 •.I 5,665 • 6,205 3/4 8,645 7,165 8,775 5-3/4 8,720 . !J 9,555 • 11,030 • 13,510 . • 15,600 0- Anchor PulloutlPiyout Strength Controls 0- Concrete Breakout Strength Controls fl - Steel Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, ot, for the controlling load combination. See ICC-ES ESR-2502 or contact Powers for more information regarding the procedure to convert factored design strengths to allowable loads. III 11 I I I Tension and Shear Design Strengths for Power-Stud+ SD2 in Cracked Concrete Minimum Concrete Compressive Strength Nominal Anchor Nominal Embed. f'c = 2.500 psi f'c = 3,000 psi f'c = 4,000 psi f'c = 6.000 psi f'c = 8,000 psi ON.qSVn çbNn q5Vn çbNn q5Vn On bVn 'Nn bvn Diameter (in.) (in.) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,405 1,685 1,495 1,845 1,645 _____ 1,885 - 21075 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 33/4 2,845 3,115 3595 4,405 5,085 Y' 3-7/8 3,235 4,220 3,545 4,620 4,095 5,35 5,015 6,535 5,790 5/8 47/8 4,840 5305 6,125 .i I 7,500 " I 8,660 I 4-1/2 4,010 7,590 4,395 • 5,075 ,: 6,215 • 7,175 3/4 _________ 5-3/4 5,065 :• 5,550 : 6,410 ::.' 7,850 ':' 9,065 D- Anchor PulloutlPryout Strength Controls 0 - Concrete Breakout Strength Controls E - Steel Strength Controls I I I Ii I I I I I I I Minimum Concrete Compressive Strength Nominal Nominal Anchor Embed. Fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi fc = 8,000 psi Size 11- Tai,aese V,llow,b1,,ASD Tdow,,ASD V3iiOW3.esn Teuow,b.usr, V,SOW,e,.ASD T,3,V,,bI,.ASD V,,ar,usD T,a,,gI,,ASD V,II,-.=e,,esD Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,005 1,205 1,070 1,320 1,175 1,445 1,345 1,445 1,480 1,445 2-1/2 1,120 1,205 1,220 1,320 1,410 1,520 1,730 1,860 1,995 2,150 1/2 3-3/4 2,030 2,235 2,225 2,235 2,570 2,235 3,145 2,235 3,630 2,235 3-7/8 2,310 3,015 2,530 3,300 2,925 3,810 3,580 4,670 4,135 4,720 5/8 4-7/8 3,455 4,720 3,790 4,720 4,375 4,720 5,355 4,720 6,185 4,720 4-1/2 2,865 5,420 1 3,140 5,855 3,625 5,855 4,440 5,855 5,125 5,855 3/4 5-3/4 3,620 5,855 1 3,965 5,855 4,580 5,855 5,605 5,855 6,475 5,855 Allowable load values are calculated using a conversion factor, at, from Factored Design Strengths and conditions shown on the previous page, Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.2D + 1.6L. Calculated weighted average for the conversion factor, o(: 1.2(0.5) + 1.6(0.5) = 1.4. Converted Allowable Loads for Power-Studi- 5D2 in Uncracked Concrete'-' Minimum Concrete Compressive Strength Nominal Anchor Nominal FC = 2,500 psi f'c = 3,000 psi fc = 4,000 psi fc = 6,000 psi fc = 8,000 psi Size h- T,i,,,ae,uso V3eow,u,o V,nowso Teu=,s,xu Vowu.so T3iOWsu Vuso Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,290 1,445 1,410 1,445 1,630 1,445 1,995 1,445 2,305 1,445 2-1/2 1,575 1,695 1,725 1,860 1,995 2,145 2,445 2,235 2,820 2,235 1/2 3-3/4 3,070 2,235 3,365 2,235 3,885 2,235 4,755 2,235 5,495 2,235 3-7/8 3,265 4,220 3,575 4,620 4,130 4,720 5,055 4,720 5,840 4,720 5/8 4-7/8 4,880 4,720 5,345 4,720 6,175 4,720 7,005 4,720 7,005 4,720 4-1/2 4,045 5,855 4,430 5,855 5,120 5,855 6,270 5,855 7,235 5,855 3/4 5-3/4 6,230 5,855 6,825 5,855 7,880 5,855 9,650 5,855 11,145 5,855 load values are calculated using a conversion factor, as, from Factored Design Strengths and conditions shown on the previous page. E2b.1allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.2D + 1.6L. Calculated weighted average forthe conversion factor, 5) + 1.6(0.5) = 1.4. PERFORMANCE DATA FASTENING INNOVATIONS Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete' 2 Ultimate and Allowable Load Capacities for Power-Stud+ SD2 in Grouted Filled Concrete Masonry'.',' Minimum Masonry Compressive Strength, __________ Fm = 1,500 psi (10.4 MPa) Nominal An Minimum Size Embedment Installation Ulimate Allowable Ulimate Allowable M,Ed o,,nvw in. Depth Location' Load Load Load Load (mm) (mm) Tension Tension Shear Shear lbs. lbs. lbs. lbs. I I II I (kN) (kN) (kN) (kN) flrTl '4 6,0.1310.4 ri L1i\ 3/8 2-1/2 Wall Face/End Mm. 2-1/2" Edge and 1,670 335 2,075 415 (9.5) (50.8) End Distances (7.4) (1.5) (9.2) (1.8) 2-1/2 Wall Face/End Mm. 3" Edge and 2,295 460 1,310 260 1/2 (508) End Distances (10.2) (2.0) (5.8) (1.2) Face Shell (12.7) Permissible Anchor Locations (Un-hatched Area /Through Face Shell) Top of Wall 3,320 665 1,140 230 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. 9 vw.powers.com 01 WODSJaModMwv\ 1:4 N0I1VVIONI DNIl30 JMoq isnp / dwnd PU2H I 08Z80 ('sqi-i osz o ) anjp auenbs ZIL ql!M IpUaJM anbioi aqesnp I Asb XOØ uo!dp)saa 'ON V0 Sa!JOSSa))y UO!WIISUI 'SJ1SM pup Snu qM pa6eped aje 5JO4)U iv Jolpue aqj jo q16ual iieiauo aqj pup iaiaep aqj sapnpu azp papiqnd aqj EEI710 EEOLO 81880 OLEOO S6 Ot? 01 ,t'/L9 Z/L-8X0t/E ZOSSW EEt'LO EEOLO L1880 OLEOO S6 09 0 I7/E-i' LX0t?/E ZOS9t?t?L EEt'LO EEOLO LL880 OLEOO 06 09 OZ 0t' Ut7I19XUt7/E ?0st71'I7L EEt'lO LEOLO LL880 89E00 88 09 OZ 0WLE I1-SXt,/E ZGStrt?L 0Zt'LO 00L0 01880 19EOO t?8 SL SZ 86-9 2/18XU8/S ZOS8EI'L 61t?L0 O0LO 60880 19EOO U SL SZ 8/L-S ULX p8/5 ZGS9E*L 6Lt710 00LO 60880 65E00 t9 SL SZ 8/1-t' 09XU8/S ZOSt'Et?L 61t'10 LLOLO 60880 65E00 LS OS SZ 8/1-E ,5X 8/S ZOSEEt7L 8117L0 LLOLO 60880 65E00 ZS 001 Sz ,8/L- t,/E-tX,8IS ZOSSEVL 60t'LO Z0880 6t7EOO 11'LOO 91' 001 SZ 81L-9 /L-8XZ/1 ZGSLZ17L 8017L0 10880 81'E00 Lt7L00 t'17 001 S 8IES LX,I1 ZcIS9ZlL 801'LO 10880 81'EOO Lt'LOO ZE OSI OS 8/L-E ZIL-SX,Z/L ZOSI'Zt'L L0t7L0 10880 81'E00 Lt'LOO 8Z OOZ OS 8/L-Z .Z/1-V )( Z/L 0SEt'L L0t7L0 L0880 91'E00 6ELOO EZ OOZ OS 08/L-Z UI/EEXUZ/L Z1JSUtiL Z0t7L0 1'EEOO 6ZLOO 91 OOE OS 01'/E-E SX8/E ZOS91VI zOt'LO EEEOO LZLOO EL OOE OS 0Z/1- 017/E-EX .8/E ZOSSLt'L Z017LO EEEOO LZLOO ZL OOE OS VII- 0Z/L-E X 08/E U)St'lt?L 101710 EEEOO LZLOO 01 OOE OS Ut'/EL EX8/E ZOSEII7L euqds a6uis auuids peak ian xi, -sos Jau,n) xi' P-S!eflld 'SOS peaqwj (,sqi) 001, 1M Sflld Alj xOq aitu q$ua azlS Jo*puy °N iP) Duilds - XJ -sos Sflld-SOS °N w3 Ila II!a apque) ISNY tU113 UU!SUUXJ I45 SSUW45 44!M AP02 I4S UOqJeJ ZQ5 +pn;S-JaMod NOIIVIN}IOINI 9NIH3HO SNOI.LVAONNI 9NIN31SYI sJaMO. VSR (P)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD 3 LII Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2' DNSO 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 DNIOO VSR-4 1144404 - VSR-5 1144405 DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 UL, CUL and CSFM Listed, FM Approved, LPCBApproved, For CE Marked (EN12259-5) I VdS Approved model use VSR-EU Service Pressure: 450 PSI (31 BAR) -UL Flow Sensitivity Range for Signal: 4-10GPM(15-38LPM)-UL Maximum Surge: 18 FPS (5.5mls) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0Arnpsat30VDC Resistive 10 mAmps mm. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 4/1P54 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-1 3 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA- 13R National Fire Alarm Code NFPA-72 Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. I CAUTION I Waterfiow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. El Important: This document contains important information on the installation and operation of the VSR waterilow 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 1 OF 4 11115 101 ALTERNATELY I I IN WATERFLOW I IdiIi1 CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect 13S- P 0 ADAPTEF MAX. DNSO ONLY ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW (Flowing water activates device in one direction only) I DIRECTION OF WATERFLOW I nw 1146-It USE (2) 5180162 ADAPTERS AS SHOWN ABOVE DWC# 1146W I I VSR (P)POTTER VANE TYPE WATERFLOW I 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' I (60 cm) of a valve or drain. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. I). Clean the inside pipe of all growth or other I 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 me cnart in rig. 1). me vane must not run tne insine 01 tne pipe or bind in any way. A CAUTION 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 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 NOTLEA VE COVER OFF FOR Retard Adjustment Fig. 1 AN EXTEPIDED 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 I I I Compatible _Pipe/ _Installation _Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness ____________ Hole Size U-Boll Nuts Torque Lightwall Schedule 10 (UL) Schedule 40 (UL) BS-1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn VSR-2 2 DN50 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 +125/- .062 33.0±2.0 VSR-2 1/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - . VSR-2 1/2 - DN65 3.000 76.1 j - - I - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DNSO 3.500 88.9 .083 2.108 0.120 3.05 0.216 1 5.49 0.157 1 4.0 0.114 2.9 2.00±125 50.8±20 20 27 VSR-3 1/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - VSR-4 4 DM100 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR-5 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN150 6.625 168.3 .115 2.921 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR.8 8 1 DN200 8.625 219.1 - - 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. #5401146 - REV M PAGE 2 OF 4 11/15 I I 1 I I (E)POTTER The Symbol of Protection 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. 3 VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 4 Switch Terminal Connections Clamping Plate Terminal El 00G. •IIOB-10 WARNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the Connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8" of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. Fig. 5 Typical Electrical Connections Notes: The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). CONNECTOR NEUTRAL FROM I BEU BREAKER NEUTRAL FROM BELL _L BREAKER LINE FROM BREAKER I I EOL (End Of One Resistor( onnenning too UL Listed panel, one the panel's value for circuit supervision. 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 . 5.56io Fig. 7 3.50 in 2.00 in (141.2 mm) GREEN GREEN GROUND (R9.R mm)-.4 (50.8 mro) ___________ RWG 114e.14 NOMINAL PIPE DIA. +1.75 in (+44.5 MM) FOR ON 50- DIN 652-2.5 in NOMINAL PIPE DIA. +2.125 in (+54.0 MM) FOR ON 80- ON 200 3-8 in PRINTED IN USA MFG. #5401146 - REV M PAGE 3OF4 11115 BREAK OUTTHIN SECTiON OF CO VER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING I ,ACREWS RETARD/SWITCH ASSEMBLY (2) LOCATING PINS U fl I (2) LOCATE BOSSES IN DWG# 1146-10 Li (E)POTTER VANE TY VSR PE WATERFLOW I .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. Retard/Switch Assembly Replacement (See Fig. 8) I The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. I 2. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfiow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. I 5. 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 I I REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE I (2) RETARD HOUSING SCREWS I I I I Removal of Watertlow 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. I 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 I 12 Head Box (6510150) 6 Large Head Box Heavy duty 20 gauge steel construction Red powder coated finish 3 Head Box IJ L (6510152) 6 Head Box (6510151) 25, (6510151A) !T;.zeiraia s1huieiei1 AWUQ~ 00 [FORE SPRONKLER SPARE HEADBOXEI; Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge Slotted for easy mounting with screws, rivets or strapping The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM 0 L~ D11 (a (C~ 0 DYL 01PRONKLER ODD©TO©DECALS 'White Vinyl Crack and Peel Decals with Bright Red Ink. 'Available as generic signs or personalized. 'ID signs, inspection decals, hydracalc placards and services stickers. AIR CONTROL 50-20-010 AIR LINE 50-20-020 ALARM LINE 50-20-030 ALARM TEST 50-20-040 ANTIFREEZE SYSTEM FIRE EXTINGUISHER 50-20-045 50- AUXILIARY DRAIN ] j FIRE DEPARTMENT VALVE 50-20-070 50-20-201 CONTROL VALVE LFIRE HOSE DRAIN VALVE FIRE SPRINKLER PIPE 11 FIRE PROTECTION 8" x 2" 50-20-219 [INSPECTORS TEST 50-20-270 [MAIN CONTROL 50-20-280 MAIN DRAIN 50-20-290 OPEN SPRINKLER CONTROL 50-20-300 SPRINKLER 50-20-317 TEST & DRAIN 50-20-355 VATER MOTOR LINE 50-20-390 SPRINKLER -I--] 50-20-541 SPRINKLER 50-20-542 50-20-410 HYDRW1!FCTSYSTEM his ki4Thtted byo Hyd,rnIicIIy Reigned Aoton,MIC Sp1eSySte,, ocation No. of SprInkIi SERVI]CE A Great Way to Advertise Right on the Jobsite 'I II NO1R1INUOI ii Iii A*ARIC A.N". Put your Company Name & Logo on your Service Decals ARGCO's art department can take your personalized artwork and recreate it on your signs - HRIPEOThCEN 11124 HR EMERGENCY SERVICE SPR Custom to your specs. II "iiiv 1 j770.339.3737 lI The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the users responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM