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F14-0034 cut sheets.pdf
Note: Products shown in this submittal will be as shown or equal based on availability. Equipment Submittal For Ritz-Carlton Conversion 288 Bridge Street Vail, CO 81657 By Meridian Inter Mountain Fire and Security P.O. Box 3940 Avon, CO 81620 970-748-8888 Prepared By EBS Design Services, LLC 512 Quebec Court Fruita, CO 81521 970-812-6648 Note: Products shown in this submittal will be as shown or equal based on availability. Index Equipment Manufacture Hydraulic Calculations Backflow Preventer Existing Febco 880v Pendent Sprinklers Tyco LFII Copper Pipe and Fittings Type M Wheatland Tube Mega thread Control Valve Existing Fire Department Connection Existing Flow Switch Existing Hangers Sammy Screw Hydraulic Calculations Location: 288 Bridge Street, Vail, CO 81567, Project Name: Ritz-Carlton Conversion Drawing Name: Bridge FP-1 Calculation Date: 7/23/2014 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900.00ft² (Actual 438.21ft²) Coverage per Sprinkler: 288.00ft² Type of sprinklers calculated: 4 Master Suite Residential Remote Area 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.10gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 1100.00 N/A (including Hose Streams where applicable):Total Water Required 70.506@216.94From Water Supply at Node 1: Water Supply Information: Name of Contractor:Meridian Inter Mountain Sprinkler Authority Having Jurisdiction: Address: Phone Number:Name of designer: P.O. Box 3940, Avon, CO 81620 Eric Slater Right: 70.506Left: 70.506Automatic peaking results Notes: 7/23/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.24.0 9:18:22AMRemote Area 1 Hydraulic Graph Water Supply Node: 1 Job Name: Ritz-Carlton Conversion Remote Area Number: Remote Area 1 Date: 7/23/2014 Summary Sheet N 1.85 © M.E.P.CAD, Inc.7/23/2014 Page 2AutoSPRINK® VR11 v11.0.24.0 9:18:25AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 14-032 Sprinkler 401 29.83 28.80 4.9 37.068 Sprinkler 402 28.81 28.80 4.9 34.574 Sprinkler 403 28.80 28.80 4.9 34.546 Sprinkler 404 29.49 28.80 4.9 36.229 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/23/2014 Page 3AutoSPRINK® VR11 v11.0.24.0 9:18:28AM Job Name: Ritz-Carlton Conversion Remote Area Number: Remote Area 1 Date: 7/23/2014 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 110.0001 70.506216.941257.00 134.031135.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -11'-10 116.9470.506Supply1 8'-0¼29.8337.068Sprinkler401 8'-0¼28.8134.574Sprinkler402 8'-0 28.8034.546Sprinkler403 8'-0¼29.4936.229Sprinkler404 -3'-10 66.8993 9'-0 41.0488 9'-0 41.05911 3'-7 63.65829 9'-0 41.37836 9'-0 39.21839 9'-0 38.91940 3'-7 63.32963 -15'-1 58.860122 -13'-3 57.018129 -11'-3½55.834136 9'-0 44.171225 © M.E.P.CAD, Inc.7/23/2014 Page 4AutoSPRINK® VR11 v11.0.24.0 9:18:31AM Date: 7/23/2014 Job Name: Ritz-Carlton Conversion Remote Area Number: Remote Area 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 13'-1 9'-0 22'-4¼ -0.430 4.804 8'-0 9'-3¼403 40 1 • • • • • Route 1 • • • • •(See Notes) 1.0870 34.54628.80 0.214828 Sprinkler, 28.80 4.9 3E(2'-4½), T(5'-11¼) 120 9'-0 5'-0½0.299 9'-0 5'-0½40 39 1¼ 1.4160 38.919 0.05927228.80 120 6'-9½ 9'-0 9'-10½2.159 9'-0 3'-139 36 1¼(See Notes) 1.4160 39.21829.49 0.218460 Flow (q) from Route 3 58.29 PO(6'-9½) 120 14'-0 9'-0 31'-2 2.794 9'-0 17'-236 225 2 (See Notes) 2.2150 41.37858.64 0.089619 Flow (q) from Route 2 116.94 PO(14'-0) 120 26'-11 -11'-3½84'-11 8.797 2.865 9'-0 58'-0¼225 136 2½(See Notes) 2.7070 44.171 0.033741116.94 3fE(6'-8¾), fE(6'-8½) 120 6'-8½ -13'-3 10'-0½ 0.846 0.339 -11'-3½3'-3¾136 129 2½(See Notes) 2.7070 55.834 0.033741116.94 fE(6'-8½) 120 26'-1 -15'-1 27'-2 0.797 1.045 -13'-3 1'-1129 122 2½(See Notes) 2.6350 57.018 0.038474116.94 2f(-0.000), BV(9'-7¼), PO(16'-5¾) 120 60'-10½ 3'-7 91'-1¼ -8.090 12.559 -15'-1 30'-2¾122 63 4 (See Notes) 4.3160 58.860 0.003480116.94 fE(9'-6½), BFP(-12.242), PRV(1'-4¾), BV(16'-10), 2fE(9'-6¼), E(14'-0½) 120 28'-0¾ 3'-7 94'-7¼ 0.000 0.329 3'-7 66'-6½63 29 4 (See Notes) 4.3160 63.329 0.003480116.94 2E(14'-0½) 120 -3'-10 7'-5 3.215 0.026 3'-7 7'-529 3 4 4.3160 63.658 0.003480116.94 120 10'-0 -11'-10 41'-5¼ 3.468 0.139 -3'-10 31'-5¼3 1 4 (See Notes) 4.1000 66.899 0.003359116.94 E(10'-0), S 140 © M.E.P.CAD, Inc.7/23/2014 Page 5AutoSPRINK® VR11 v11.0.24.0 9:18:34AMRemote Area 1 Date: 7/23/2014 Job Name: Ritz-Carlton Conversion Remote Area Number: Remote Area 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 100.00 Hose Allowance At Source 216.94 Route 1Total(Pt) 70.506 10'-8½ 9'-0 32'-1¾ -0.424 6.910 8'-0¼21'-5¼402 11 1 • • • • • Route 2 • • • • •(See Notes) 1.0870 34.57428.81 0.214989 Sprinkler, 28.81 4.9 2E(2'-4½), PO(5'-11¼) 120 9'-0 12'-9 0.319 9'-0 12'-911 36 2 2.2150 41.05929.83 0.024998 Flow (q) from Route 4 58.64 120 41.378 Total(Pt)Route 2 10'-8½ 9'-0 15'-2½ -0.424 3.413 8'-0¼4'-6404 39 1 • • • • • Route 3 • • • • •(See Notes) 1.0870 36.22929.49 0.224496 Sprinkler, 29.49 4.9 2E(2'-4½), C(5'-11¼) 120 39.218 Total(Pt)Route 3 13'-1 9'-0 19'-2½ -0.424 4.404 8'-0¼6'-1½401 8 1 • • • • • Route 4 • • • • •(See Notes) 1.0870 37.06829.83 0.229301 Sprinkler, 29.83 4.9 3E(2'-4½), PO(5'-11¼) 120 9'-0 1'-6 0.011 9'-0 1'-68 11 2 2.2150 41.048 0.00715929.83 120 41.059 Total(Pt)Route 4 © M.E.P.CAD, Inc.7/23/2014 Page 6AutoSPRINK® VR11 v11.0.24.0 9:18:34AMRemote Area 1 Date: 7/23/2014 Job Name: Ritz-Carlton Conversion Remote Area Number: Remote Area 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg 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 PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.7/23/2014 Page 7AutoSPRINK® VR11 v11.0.24.0 9:18:34AMRemote Area 1 Flow Diagram (Isometric View)Report Description: Residential Job Number: 14-032 © M.E.P.CAD, Inc.7/23/2014 Page 8AutoSPRINK® VR11 v11.0.24.0 9:18:37AM ES-F-880V SPECIFICATION SHEET FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea-surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse-quently sold. Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location ––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Engineer –––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. –––––––––––––––––––––––––––––––––– Approval –––––––––––––––––––––––––––––––––––––––––––– Representative –––––––––––––––––––––––––––––––––––––––– MasterSeries® 880V Reduced Pressure Zone Assemblies Size: 21⁄2" - 10" (65mm - 250mm) The FEBCO MasterSeries® 880V Reduced Pressure Zone Assemblies are designed for use in health hazard applications. Standard orientation is inlet flow vertical up, outlet flow vertical down. Vertical orientation is inlet and outlet flow vertical up. Pressure – Temperature Temperature Range: 32°F to 140°F (0°C to 60°C) Max. Working Pressure: 175psi (12.1 bar) Hydrostatic Test Press: 350psi (24.1 bar) Materials Main Valve Body: Ductile iron Grade 65-45-12 Coating: Fusion epoxy coated internal and external AWWA C550-90 Shutoff Valves: NRS and OS&Y resilient wedge gate valves AWWA C509 Trim: Bronze Elastomer Discs: EPDM Spring: Stainless steel Approvals – Standards • ANSI/AWWA (C511-89) • Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. * Less gate not FM approved. Less gate not UL Classified unless installed with UL Listed gate valves. Models Valve Setter with MJ x MJ, MJ x FL, or FL x FL ends UL/FM OS&Y RW Gate Valves Relief Valve Air Gap Drain Funnel Wye Strainer End Connections: Flanged ANSI B16.1 Class 125 U.S. Patent No. 4,989,635 • U.S. Patent No. 5,107,888 U.S. Patent No. 5,385,166 • U.S. Patent No. 5,226,441 U.S. Patent No. 5,392,803 • U.S. Patent No. 5,503,176 MODEL 880V REDUCED PRESSURE ASSEMBLY(Shown in standard orientation) MODEL 880V REDUCED PRESSURE ZONE ASSEMBLY(Shown in vertical orientation) IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 1013 B64.4 ** Model 880V / Materials of Construction Relief Valve Detail # DESCRIPTION MATERIAL 1 Body A536 GR 65-45-12 2 Cover 1st Check A536 GR 65-45-12 2.1 O-Ring EPDM ASTM D2000 2.2 Capscrew Plated Steel 2.3 Hex Nut Plated Steel 2.4 Expansion Pin SS 2.5 Cover 2nd Check A536 GR 65-45-12 3 Seat Ring B584 Alloy C83600 3.1 Gasket EPDM ASTM D2000 4 Arm B584 Alloy C83600 4.1 Bushing Swg Pin Acetal Resin 4.2 Swing Pin SS 5 Retaining Clip SS 5.1 Hairpin Cotter SS 6 Check Disk EPDM Coated GR, 45 Seat Disk Ductile Iron w/ SS Stem 6.1 Disk Holder (10") 6.2 Disk Retainer (10") 6.3 Capscrew (10") 7 Load Pin SS 9 Spring Stem SS 9.1 Elastic Stop Jam Nut SS 10 Spring 1st Check SS 10.1 Spring 2nd Check SS 11 Spring Guide SS 12 Upr Spring Retnr Alloy 12.1 Bushing-Spr. Stem Acetal Resin 13 Pivot Bearing Alloy # DESCRIPTION MATERIAL 14 Flange Gasket Rubber/Fabric 15 Bearing Socket Acetal Resin 16 Hex Jam Nut SS 17 Washer SS 18 Flange Bolt Plated Steel 18.1 Flange Nut Plated Steel 20 R.V. Cover Alloy 20.1 Bleed Screw SS 20.2 Gasket HDPE 21 R.V. Body Alloy 22 Cover Bolt SS 23 Elbow A536 GR 65-45-12 24 RV Mtg Bolt Plated Steel 24.1 Washer - RV Plated Steel 25 RV Mtg Bolt Plated Steel 27 Lrg. Diaphragm Nitrile ASTM D2000 28 Button A240 304 SS 28.1 Flow Screw Acetal Resin 29 RV Spring SS 30 Stem - RV Acetal Resin 31 Main Guide - RV Alloy 31.1 O-Ring - RV FDA EPDM 32 Seat Disc - RV EPDM ASTM D2000 33 Lower Guide Acetal Resin 34 Seat Disc Alloy 34.1 O-Ring FDA EPDM 35 O-Ring Acetal Resin 35.1 Back-Up Ring EPDM ASTM D2000 # DESCRIPTION MATERIAL 36 Adaptor Plate Alloy 37 Sm. Diaphragm Nitrile ASTM D2000 38 Retainer Alloy 38.1 Slip Ring Acetal Resin 39 Flow Washer Acetal Resin 40 Ball Valve Alloy 41 Nipple Brass 42 Gate Valve AWWA C509 43 Bulkhead Fitting Alloy 43.1 Bulkhead Fitting Alloy 45 Gasket EPDM ASTM D2000 45.1 Gasket EPDM ASTM D2000 47 Nut Alloy 50 Sensing Line SAE Hydraulic Hose 51 Street Elbow Alloy 60 Identifi cation Plate Alloy 62 Drive Screw SS 70 Clamp (880V) AWWA C606 10" (250mm) Disc Assembly Model 880V Standard Orientation Model 880V Vertical Orientation NRS Side View Relief Valve Detail Relief shipped on right side (shown) field reversible to left side. Note: The Model 880V is shipped in the standard (N- Shape) orientation as shown above. SIZE (DN) DIMENSIONS WEIGHT A B C D E NRS E1 OS&Y* F G H J K L M NRS OS&Y in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 21⁄2 65 12 1⁄2 318 25 3⁄4 654 24 1⁄4 616 4 15⁄16 125 12 5⁄8 321 16 3⁄8 416 16 5⁄8 422 6 1⁄4 159 5 1⁄2 140 3 1⁄2 89 13 5⁄8 346 7 1⁄4 184 27 1⁄4 692 210 95 220 100 380121⁄2 318 25 3⁄4 654 24 3⁄4 629 5 7⁄16 138 12 7⁄8 327 22 1⁄4 565 16 5⁄8 422 6 1⁄4 159 5 1⁄2 140 3 3⁄4 95 14 1⁄8 359 7 1⁄4 184 28 1⁄4 718 280 127 290 132 4 100 14 356 27 7⁄8 708 26 3⁄4 680 6 9⁄16 167 14 3⁄8 365 23 1⁄4 591 17 3⁄4 451 7 178 6 152 4 1⁄2 114 15 1⁄2 394 7 1⁄4 184 31 787 320 145 350 159 6 150 16 406 32 1⁄4 819 32 1⁄4 819 8 9⁄16 218 18 7⁄8 497 30 1⁄8 765 21 9⁄16 548 8 203 7 1⁄2 191 5 1⁄2 140 18 5⁄8 473 9 1⁄2 241 37 1⁄4 946 480 218 530 240 8200181⁄2 470 37 1⁄2 953 36 3⁄8 924 9 9⁄16 243 23 1⁄2 597 37 3⁄4 959 24 7⁄8 632 9 1⁄4 235 8 3⁄4 222 6 3⁄4 172 20 3⁄4 527 10 1⁄4 260 41 1⁄2 1054 810 367 880 399 10 250 21 533 42 1⁄2 1080 40 3⁄4 1035 11 1⁄2 292 27 1⁄2 699 48 1219 27 1⁄2 699 10 254 9 3⁄4 248 8 203 24 610 11 1⁄2 292 48 1219 1350 612 1480 671 Dimensions – Weights Size: 21⁄2" - 10" (65 - 80mm) *OS&Y OPEN Weights do not include risers or optional valve setter. Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances. Refer to Specification Sheet ES-F-611 for details on valve setter. 4 15⁄16 JE E1 3 1⁄2 K M B G D C F K L B AGH C F D CL 4 6 8 10 12 14 16 18 0 200 400 600 800 1000 1200 1400 4 6 8 101214 16 18 20 0 500 1000 1500 2000 2500 3000 B A B A The 6" and 10" fl ow curves (B-standard orientation) include the FEBCO valve setter model 611. A-Vertical orientation B-Standard orientation B A B A A BB A Capacity Standard orientation (Model 880V) Vertical orientation (Model 880V) Recommended minimum clearances from permanent structures for ease of test- ing and maintenance are shown on above drawings. Optional ValveSetter 4" min(100mm) 18" min(450mm) 8" min(200mm) 4" min (18" with Air Gap Drain, refer to local code) Pipe Support (furnished by customer) for valve weight only. Flow Typical Installation Flow 18" min (450mm) 8" min(200mm) 8" min (200mm) 18" min (450mm) 18" min(450mm) 21⁄2" (65mm) kPa psi 110 16 97 14 83 12 69 10 55 8 41 6 28 4 14 2 0 50 100 150 200 250 300 gpm 0 190 380 570 760 950 1140 lpmHEADLOSS (PSI)3" (80mm) kPa psi 124 18 110 16 97 14 83 12 69 10 55 8 41 6 28 4 0 50 100 150 200 250 300 350 400 450 gpm 0 190 380 570 760 950 1140 1330 1520 1710 lpmHEADLOSS (PSI)HEADLOSS (PSI)4" (100mm) kPa psi 124 18 110 16 97 14 83 12 69 10 55 8 41 6 28 4 14 2 0 100 200 300 400 500 600 700 gpm 0 380 760 1140 1520 1900 2280 2660 lpm 6" (150mm) kPa psi 124 18 110 16 97 14 83 12 69 10 55 8 41 6 28 4 0 200 400 600 800 1000 1200 1400 gpm 0 760 1520 2280 3040 3800 4540 5300 lpmHEADLOSS (PSI)HEADLOSS (PSI)HEADLOSS (PSI)8" (200mm) kPa psi 138 20 124 18 110 16 97 14 83 12 69 10 55 8 41 6 28 4 0 500 1000 1500 2000 2500 3000 gpm 0 1900 3800 5680 7560 9500 11350 lpm 10" (250mm) kPa psi 138 20 110 16 83 12 55 8 28 4 0 0 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 gpm 0 1900 3800 5680 7560 9500 11350 13250 15140 17030 18900 lpm USA: 4381 N. Brawley • Ste. 102 • Fresno, CA • 93722 • Tel. (559) 441-5300 • Fax: (559) 441-5301 • www.FEBCOonline.com Canada: 5435 North Service Rd. • Burlington, ONT. • L7L 5H7 • Tel. (905) 332-4090 • Fax: (905) 332-7068 • www.FEBCOonline.ca ES-F-880V 0811 © 2009 FEBCO A Watts Water Technologies Company Series LFII Residential Sprinklers 4.9 K-Factor Pendent and Recessed Pendent Wet Pipe and Dry Pipe Systems Page 1 of 8 AUGUST 2011 TFP400 Technical Services 800-381-9312 | +1-401-781-8220 www.tyco-fire.com General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are deco-rative, fast response, frangible bulb sprinklers designed for use in residen-tial occupancies such as homes, apart-ments, dormitories, and hotels. When aesthetics and optimized flow charac-teristics are the major consideration, the Series LFII Residential Sprinklers should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprinkler systems for one- and two-family dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 Historically residential sprinklers, based on their Listing, have been limited to wet pipe sprinkler systems to assure speed of water delivery for a given prescribed design area (number of design sprinklers). The Listing for the Series LFII Residential Pendent and Recessed Pendent Sprinklers now offers the laboratory approved option of designing dry pipe residential sprinkler systems. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. Non-water filled pipe will permit options for areas sensitive to freezing. These Sprinklers have a 4.9 (70,6) K-Factor that provides the required residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjust-ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII Residential Pendent and Recessed Pendent Sprinklers have been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen-tial fires and to improve the chance for occupants to escape or be evacuated. IMPORTANTAlways refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and instal-lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compli-ance with this document and the appli-cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for main-taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. TFP400 Page 2 of 8 Maximum Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure (b) For Horizontal Ceiling (c, d, e) (Maximum 2-Inch Rise for 12-Inch Run) For Sloped Ceiling (c, d, e) (Greater than 2-Inch Rise up to Maximum 4-Inch Rise for 12-Inch Run) For Sloped Ceiling (c, d, e) (Greater than 4-Inch Rise up to Maximum 8-Inch Rise for 12-Inch Run) 155°F (68°C) or 175°F (79°C) 155°F (68°C)175°F (79°C) 155°F (68°C)175°F (79°C) 12 x 12 (3,7 x 3,7)12 (3,7)13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 14 x 14 (4,3 x 4,3)14 (4,3)13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar)17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 16 x 16 (4,9 x 4,9)16 (4,9)13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar)17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 18 x 18 (5,5 x 5,5)18 (5,5)17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 20 x 20 (6,1 x 6,1)20 (6,1)20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) 22 GPM (83,3 LPM) 20.2 psi (1,39 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13D 2010 applications, Horizontal Ceiling criteria shall be used for certain sloped ceiling configurations up to 8:12 pitch. Refer to TIA 1028R for allowed sloped ceiling limitations when using horizontal ceiling criteria. (d) For NFPA 13R applications, Horizontal Ceiling criteria may be used for sloped ceiling configurations up to 8:12 pitch when acceptable to the Local Authority Having Jurisdiction. (e) For NFPA 13 residential applications, the greater of 0.1 GPM/Ft.2 over the design area or the flow in accordance with the criteria in Table A must be used. TABLE A SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13, 13D AND 13R HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS Maximum Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) DRY PIPE SYSTEM Minimum Flow and Residual Pressure (b) For Horizontal Ceiling (c) (Maximum 2-Inch Rise for 12-Inch Run) 155°F (68°C)175°F (79°C) 12 x 12(3,7 x 3,7)12(3,7)13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 14 x 14(4,3 x 4,3)14(4,3)14 GPM (53,0 LPM) 8.2 psi (0,57 bar) 14 GPM (53,0 LPM) 8.2 psi (0,57 bar) 16 x 16(4,9 x 4,9)16(4,9)15 GPM (56,8 LPM) 9.4 psi (0,65 bar) 15 GPM (56,8 LPM) 9.4 psi (0,65 bar) 18 x 18(5,5 x 5,5)18(5,5)18 GPM (68,1 LPM) 13.5 psi (0,93 bar) 18 GPM (68,1 LPM) 13.5 psi (0,93 bar) 20 x 20(6,1 x 6,1)20(6,1)21 GPM (79,5 LPM) 18.4 psi (1,27 bar) 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13D 2010 applications, Horizontal Ceiling criteria shall be used for certain sloped ceiling configurations up to 8:12 pitch. Refer to TIA 1028R for allowed sloped ceiling limitations when using horizontal ceiling criteria. TABLE B SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEMS TFP400 Page 3 of 8 SURFACE ESCUTCHEON PLATE SEATING 1-5/8"(41,3 mm) -2 Button Temperaturerating is indicated on Deector. Deector Compression Screw BulbSealing Assembly -6 * -4 5 - 3 - * * 6 4 5 1 3 2 Components: Frame1- 1/2" NPT 7/16" (11,1 mm) MAKE-IN NOMINAL ESCUTCHEON STYLE 20 RECESSEDWRENCH (57,2 mm)2-1/4" FLATS (73,0 mm)2-7/8" DIA. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) TY2234 2-7/8" DIA.(73,0 mm) (57,2 mm)2-1/4" DIA. MOUNTING SPRINKLER CLOSURE SURFACE FITTING FACE OF (11,1±3,2 mm)7/16±1/8" MOUNTING PLATE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) (3,2 mm)1/8" 1/2" (12,7 mm) 1/4" (6,4 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII RESIDENTIAL PENDENT SPRINKLERS (TY2234) WRENCH RECESS(END "A" USED FOR TY2234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH RECESSWRENCH WITH SPRINKLER ENGAGEMENT IN TO ENSURE WRENCHING AREA PUSH WRENCH TFP400 Page 4 of 8 NOTICE The number of “design sprinklers” specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. There is no need to increase the design area, as is the case for density/area systems, in accordance with U.S. Patent 7,712,543. Refer to technical data sheet TFP485. Model/Sprinkler Identification Number (SIN) TY2234 Technical Data Approvals• UL Listed for use with wet pipe and dry pipe systems • C-UL Listed for use only with wet pipe systems • NYC Approved under MEA 44-03-E For details on these approvals, refer to the Design Criteria section. Maximum Working Pressure175 psi (12,1 bar) Discharge CoefficientK=4.9 GPM/psi1/2 (70,6 LPM/bar1/2) Temperature Rating155°F (68°C) or 175°F (79°C) Finishes• White Polyester • Chrome Plated • Natural Brass Physical CharacteristicsFrame ....................Brass Button ...................Bronze Sealing Assembly . . . . . . . . Beryllium Nickel w/Teflon* Bulb (3 mm) . . . . . . . . . . . . . . . . Glass Compression Screw . . . . . . . .Bronze Deflector .................Bronze Ejection Spring ......Stainless Steel Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and flow water. Design Criteria The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C-UL Listed for installation in accordance with the following criteria. *Registered trademark of Dupont Note: When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer’s recommendations that may be acceptable to the local authority having jurisdiction. System TypesPer the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. • For dry systems corrosion-resistant or internally galvanized pipe shall be utilized with the sprinklers de-scribed in this data sheet. • For dry systems not using CPVC, pendent sprinklers shall be installed on return bends, where the sprin-klers, return bends, and branch line piping (that is, potential areas for trapped water) are in areas at or above 40°F (4°C). Refer to technical data sheet TFP485 about the use of Residential Sprinklers in residential dry pipe systems. NOTICE When corrosion-resistant or inter-nally galvanized pipe and fittings with a potable water supply is utilized, return bends need not be installed. However, any portion of the piping that has the potential to trap water must be maintained at or above 40°F (4°C) unless provision to drain such areas is provided and maintained dry. Water DeliveryWhen using the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) in dry pipe sprinkler systems, the requirements for “Dry System Water Delivery” per Section 8.3.4.3 of the 2010 edition of NFPA 13D apply. For a residential hazard, in no case shall the time of water delivery exceed 15 seconds for the most remote operating sprinkler. Hydraulic Design (NFPA 13D and 13R)The minimum re quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of “design sprinklers” as specified in NFPA 13D or NFPA 13R. TY22341-3/4" (44,5 mm) MAX.1-1/4" (31,8 mm) MIN.ONE-HALF BEAMWIDTH PLUS MAXIMUM 2" (50,8 mm) TY22341-3/4" (44,5 mm) MAX.1-1/4" (31,8 mm) MIN.A B FIGURE 5 SPRINKLER POSITIONING UNDER PRIMARY BEAMS WET PIPE SYSTEMS ONLY (Refer to the “Beam Ceiling Design Criteria” section.) TFP400 Page 5 of 8 A AA PRIMARY BEAM SPANS UP TO 20'-0" (6,1 m) PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) COMBINATIONS OF PRIMARY AND SECONDARY BEAMS B B C C FOR SECONDARY BEAMSTHAT ARE TO BE EQUAL INDEPTH TO PRIMARY BEAMSAND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0" (6,1 m) SECONDARY BEAMS HAVINGDEPTHS GREATER THAN 25%OF PRIMARY BEAMS B = 20'-0" (6,1 m) MAXIMUM C = 3'-4" (1,0 m) MINIMUM FOR or A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- DEPTH ING A 14" (356 mm) MAXIMUM ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS C = ANY DISTANCE FOR SEC- A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- DEPTHING A 14" (356 mm) MAXIMUM A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- DEPTH ING A 14" (356 mm) MAXIMUM MAXIMUM 14" (356 mm) 20'-0" (6,1 m) MAXIMUM REFER TO FOR SPANSFIGURE 6B 20'-0" (6,1 m)EXCEEDING PRIMARY BEAM DISTANCES ARE COMPARTMENT TO CENTERLINES OF BEAMS WALL FACES AND MEASURED TO SECONDARY BEAM ALL FIGURES: COMPARTMENT WALLS PRIMARYBEAM COMPARTMENTWALLS A AA A AA SECONDARYBEAM PRIMARY BEAM COMPARTMENT WALLS FIGURE 6A FIGURE 6B FIGURE 6C * * FIGURE 6 BEAM ARRANGEMENTS WET PIPE SYSTEMS ONLY (Refer to the “Beam Ceiling Design Criteria” section.) TFP400 Page 6 of 8 SOFFIT FACE OF COMPARTMENTWALLS SECONDARYBEAM PRIMARY BEAM IN FIGURES 6A, 6B & 6C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES USE DISTANCES SHOWN * * * FIGURE 7 BEAM AND SOFFIT ARRANGEMENTS WET PIPE SYSTEMS ONLY (Refer to the “Beam Ceiling Design Criteria” section.) Hydraulic Design (NFPA 13)For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A or B for NFPA 13D and 13R as a function of temperature rating and the maxi-mum allowable coverage area. • A minimum discharge of 0.1 GPM/sq. ft. over the “design area” com-prised of the four most hydraulical-ly demanding sprinklers for actual coverage areas protected by the four sprinklers. NOTICE The number of “design sprin-klers” specified in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. There is no need to increase the design area, as is the case for density/area systems, in accordance with U.S. Patent 7,712,543. Refer to technical data sheet TFP485. Obstruction to Water Distribution.Sprinklers are to be located in accor-dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the TYCO technical data sheet TFP490. Operational SensitivityFor Horizontal Ceilings (maximum 2-inch rise for 12-inch run), the sprin-klers are to be installed with a deflector-to-ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTICE The “Beam Ceiling Design Criteria” section permits deflector-to-ceiling distances up to 15-3/4 inches. To help avoid obstructions to water distribution, a maximum 12-inch deflector-to-ceiling distance is permitted for NFPA 13D and NFPA 13R applications where the sprinklers are located in closets. For Sloped Ceilings (greater than 2-inch rise up to 8-inch rise for 12- inch run), the sprinklers are to be installed with a deflector-to-ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. Sprinkler SpacingThe minimum spacing between sprin-klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A) being hydraulically calculated; maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area. Beam Ceiling Design Criteria The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C-UL Listed for installation in wet pipe systems only for residential occu-pancies with horizontal ceilings (that is, slopes up to a 2-inch rise over a 12-inch run) with beams when installed in accordance with the following criteria. General InformationThe basic concept of this protection scheme is to locate the sprinklers on the underside of the beams, refer Figure 5, (not in the beam pockets); to identify the main beams that princi-pally run in one direction as “primary beams”; and, to identify the beams that run principally perpendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protection), as “secondary beams”. Primary and Secondary Beam TypesSolid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam PositioningDirectly attached to the underside of a combustible or non-combustible smooth ceiling at any elevation. TFP400 Page 7 of 8 Primary Beam Cross-SectionMaximum depth of 14 inches and the maximum width is unlimited. The cross-sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross-SectionMaximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam SpacingThe primary beams (Figure 6A) are to be 3 ft. - 4 in. to 6 ft. from the compart-ment wall to center of the nearest beam and from center to center between beams. Secondary Beam SpacingThe secondary beams principally run perpendicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Figure 6B). NOTICE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 inches from the compartment wall to center of the nearest beam and from center to center between beams (Figure 6C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Figure 6C). LintelsLintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler TypesSeries LFII Pendent and Recessed Pendent Residential Sprinklers (TY2234), 155°F (68°C) and 175°F (79°C). Sprinkler Coverage Area and Hy- draulic DesignThe sprinkler coverage areas and hydraulic design criteria as presented in the Table A for “Horizontal Ceilings” are to be applied. Sprinkler PositionThe deflector to bottom of primary beams for the Series LFII Pendent and Recessed Pendent Sprinklers (TY2234) is to be 1-1/4 to 1-3/4 inches (Figure 5A). The vertical center-line of the Series LFII Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Figure 5B). NOTICE Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) allows placement of the sprinkler drop adjacent to the primary beam. Beam and Soffit ArrangementsA soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the soffited area (Figure 7). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the previ-ously provided 3 ft.-4 inches to 6 ft. “compartment wall to adjacent beam” distance for the primary and secondary beams is to be measured from the face of the soffit as opposed to the compartment wall. Note: Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compart-ment wall. Installation The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be installed in accordance with the following instructions. NOTICE Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). Obtain a leak-tight 1/2 inch NPT sprinkler joint by applying a minimum-to-maximum torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor-dance with the following instructions. 1. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. 2. With pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions. 1. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. 2. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. 3. Tighten the sprinkler into the sprin-kler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. 4. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Copyright © 2006-2011 Tyco Fire Suppression & Building Products. All rights reserved. TFP400 Page 8 of 8 Care and Maintenance The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be maintained and serviced in accordance with the following instructions. NOTICE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Owners must assure that the sprin-klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non-operation in the event of a fire or inad-vertent operation may result. Exercise care to avoid damage to sprinklers before, during, and after installation. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Replace sprinklers that: • were modified or over-heated. • were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. • are leaking or exhibiting visible signs of corrosion. • were exposed to corrosive products of combustion but have not operated, if you cannot easily remove combustion by-products with a cloth. • have a cracked bulb or have lost liquid from the bulb. Refer to the Installation section in this data sheet. Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resis-tant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprinkler condition and the long-term integrity of the corrosion-resistant material, which can be affected by the corrosive conditions present. Responsibility lies with the owner for the inspection, testing, and mainte-nance of their fire protection system and devices in compliance with this document, as well as with the appli-cable standards of the National Fire Protection Association (that is, NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for products or components manufac-tured by companies not affiliated by ownership with TFSBP or for products and components which have been subject to misuse, improper instal-lation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with appli-cable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP’s sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP shall not be respon-sible for sprinkler system design errors or inaccurate or incomplete infor-mation supplied by Buyer or Buyer’s representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential damages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possi-bility of such damages, and in no event shall TFSBP’s liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, express or implied, including warran-ties of merchantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, materials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler AssemblySpecify Series LFII Residential Pendent and Recessed Pendent Sprinkler (TY2234), K=4.9, with (temperature rating), (finish), and P/N (below). 155°F (68°C) or Chrome Plated . . . . . . . . . . . . P/N 51-201-9-155 155°F (68°C) White Polyester . . . . . . . . . . . . P/N 51-201-4-155 155°F (68°C) White (RAL9010)* . . . . . . . . . . . . . . . . P/N 51-201-3-155 155°F (68°C) Natural Brass . . . . . . . . . . . . . . P/N 51-201-1-155 175°F (79°C) or Chrome Plated . . . . . . . . . . . . P/N 51-201-9-175 175°F (79°C) White Polyester . . . . . . . . . . . . P/N 51-201-4-175 175°F (79°C) White (RAL9010)* . . . . . . . . . . . . . . . . P/N 51-201-3-175 175°F (79°C) Natural Brass . . . . . . . . . . . . . . P/N 51-201-1-175 *Eastern Hemisphere sales only. Recessed EscutcheonSpecify Style 20 Recessed Escutcheon with finish and P/N. Refer to Technical Data Sheet TFP770. Sprinkler WrenchSpecify W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Copper Brass Bronze Design Guide FIRE SPRINKLER SYSTEMS Copper Development Association Introduction ............................. 2 NFPA Standards and Model Codes................ 3 Copper’s Benefits ................... 4 ■Ease of Handling............. 4 ■Hangers, Supports and Fittings................... 4 ■Joining Techniques ......... 5 ■Dealing with Space Limitations ........ 5 Performance ........................... 6 Technical Data ....................... 7 ■Tube Characteristics ...... 7 ■Friction Loss Tables ....... 8 ■Friction Losses: Fittings and Valves..... 10 ■Tube Bending Guide ..... 10 ■Hanger Spacing ............ 10 ■Hanger Sizing................ 10 ■Soldering and Brazing... 11 ■Material Specifications .. 11 Introduction Table of Contents Figure 1. Copper fire sprinkler system in a commercial building being installed with electric resistance heating. 2 Figure 2. Copper is very effective in residen- tial applications, such as this multi- family unit. Copper, with its unique combination of economy and versatility, has proven itself repeatedly in piping systems. With established solid performance, these same qualities which have made it the material of choice in other applications prove its ability for use in fire sprinkler systems. Copper has long-established advantages over steel and plastics. Copper is lightweight and compact, which eases fabrication and installation and saves on the space needed to install tube in con- fined areas. Copper systems can be economically fabricated by soldering or brazing using conventional equipment or electric resis- tance tools. Joining is done with standard fittings or mechanical tee-pulling devices. Bending and forming of the tube is easy due to copper’s ductility. Modification and repair is simplified. In occupied spaces the installation is clean and copper can be easily fit into tight spaces and around fixtures. The corrosion resistance of cop- per, both external and internal, helps to maintain a neat appearance and provides superior flow characteristics. In terms of installed costs and material integrity, copper provides a low maintenance project with excellent economy. The result is beneficial to everyone from the contractor to the building owner. Copper is an effective mate- rial for sprinkler systems in a large variety of construction — especially in residential, light hazard, and certain ordinary hazard occupancies. It is NFPA(1) approved for all types of Light Hazard Classification with no restrictions imposed. Cop- per systems have been in reli- able service for decades, due to superior performance and economy. NFPA 13, Standard for the Installation of Sprinkler Sys- tems, Light Hazard Occupan- cies includes the following types of occupancies: ■Apartments ■Churches ■Clubs/Restaurants ■Dormitories ■Dwellings ■Hospitals ■Hotels & Motels ■Institutions ■Nursing Homes ■Office Buildings ■Public Buildings ■Rooming Houses ■Schools ■Townhouses 1963 The National Fire Pro- tection Association (NFPA) in- cludes hanger spacings for copper conductors in NFPA 13 (Section 3-15.1.11). 1968 NFPA approves Type L copper tube as a conductor (Section 3-1.1.4), revises the hanger spacings, approves torch brazing, and recognizes copper’s excellent corrosion resistance. 1969 Copper Development Association begins a full-scale NFPA Standard and Model Code Acceptance fire-test program aimed at find- ing the most functional and cost-effective system. 1974 NFPA 13 (Sections 3- 1.1.1 & 3-1.1.4) includes use of Types K and M copper as suit- able conductors and the use of type 95-5 tin-antimony solder for joining copper tube and fit- tings (Section 3-1.1.1). 1976 Composite copper- steel systems are accepted where steel risers supply cop- per branch lines in high-rise buildings. 1980 NFPA 13D is published for one- and two-family dwell- ings, and approves the use of copper. 1989 NFPA 13R for residen- tial occupancies up to four sto- ries, is published approving the use of copper. 3 National Model Codes recommend standards that are the bases for state and local code requirements. Regulated by strict codes for safety and durability, copper is readily accepted in the fire sprinkller industry. Building codes officials recognize copper’s time proven qualities. (1) National Fire Protection Association, Batterymarch Park, Quincy, MA 02269 BOCA - BOCA International 4051 Flossmoor RoadCountry Club Hills, IL 60478 (708) 799-2300 www.bocai.org IAMPO - International Association of Plumbing and Mechanical Officials20001 Walnut Drive, South Walnut, CA 91789(909) 595-8449 www.iampo.org ICBO - International Conference of Building Officials 5360 S. Workman Mill RoadWhittier, CA 90601-2298 (562) 699-0541 www.icbo.org ICC - International Code Council5203 Leesburg Pike (Suite 600) Falls Church, VA 22041(703) 931-4533 www.intlcode.org NFPA - National Fire Protection Association One Batterymarch ParkQuincy, MA 02269-9703 (800) 344-3555 www.nfpa.org SBCCI - Southern Building Code Congress International900 Montclair Road Birmingham, AL 35213(205) 591-1853 www.sbcci.org National Model Building and Fire Code Agencies Ease of Handling Copper’s combination of ri- gidity with light weight makes both shipping and storing easier for the contractor. Copper tube is easier to handle. It does not have the fragility of plastic nor the weight of steel. In on-site storage, copper tube, unlike plastic alternatives, is unaf- fected by exposure to sunlight. Copper will not support com- bustion or produce toxic gases. Comparisons to steel in wall thickness and weight show another advantage of copper. Smaller pipe sizes can be used, which means greater Copper’s Benefits Hangers, Supports and Fittings Copper systems require fewer hangers and supports than do plastic piping systems because of the rigidity of cop- per. In general, at least one hanger is required for each hori- zontal tube length installed. For hanger spacing detail, see Table 5, page 10. Tube straps, U-hooks, or perforated straps are all accept- able hangers where structural conditions permit. Flat iron (steel band) hangers, ring hang- ers, and clevis hangers may also be employed and are made to copper tube sizes. Standard pipe size (SPS) steel band and ring hangers can also be used. Special plating or painting of ferrous hangers is not required when used with copper tube since the potential for galvanic corrosion of the hangers is slight, except in wet or corrosive atmospheres, for example, where special coated sprinklers are required. Pressure fittings are available in all standard tube sizes and in a wide variety of patterns. Typi- cally, with copper systems the fittings are smaller than with steel or plastics. 4 FPO Figure 4. Typical fittings used in copper fire sprinkler installations. Figure 3. Comparative wall thicknesses and weights of copper tube vs. steel pipe. *Weight is based on pounds per linear foot for 2" diameter tube and/or pipe, including water. economy and less overall weight for shipping, storing, handling and installing. Due to copper’s installation flexibility, the choice of field or shop fabrication allows for free- dom in engineering design. Copper is ductile; it can be bent without producing kinks in the tube or causing it to collapse. Bending in the field can be done cold using hand tools, and shop bending may utilize either hand or power bending machines. Fabrication of copper is pos- sible in a very small work area. Heavy pipe threading machines are replaced with portable, easy-to-use hand tools, making the job much easier and cleaner. Type M Copper Sch. 10 Steel Sch. 40 Steel lbs* 2 4 6 8 Type M Copper Sch. 40 Steel 5 Joining Techniques Copper tube and fittings can be joined by soldering or braz- ing and are leak-free due to the positive metallic-bonded joints. Soldering and brazing are fast and efficient methods of joining with standard torches and a variety of gases, facilitating high productivity on the job site. There are also electric resist- ance soldering hand tools which employ heating elec- trodes for joining tube and fit- tings (Figure 5). The tools are lightweight and should be con- sidered when an open flame is a concern. Another advancement in joining technology is a hand tool designed to enable the quick formation of outlets, thus reducing the number of tee Figure 6. Hand-held tool for pulling outlets to quickly form tee connections. Figure 5. Electric resistance hand tools are suit- able for joining copper tube. fittings and soldered/brazed joints. (Figure 6) The mechani- cal branch forming tool enables you to produce copper tube outlets from 1/2 inch to 4 inches. Records show this state-of-the- art forming tool can save 10% to 25% on site costs. Mechanical grooved joining offers a practical alternative to soldering and brazing copper water tube. Grooved-end piping systems have a proven and reliable performance record. This method of joining pipe has been used on steel and iron pipe in plumbing, HVAC, fire protection, process piping and related applications since 1925. This method of mechanical join- ing is available in a system for copper tube in sizes from 2 through 8 inches (Figure 7). Included are copper couplings, 45 and 90 degree elbows, straight tees and grooved flange adapters. Finally, a copper system can be tested without delay immediately after it has been completed. If a leak does occur, the system can be either drained or quick-frozen in the area of the joint and promptly repaired. Dealing with Space Limitations Buildings with Light Hazard Occupancies are often de- signed with severe mechanical space limitations. Copper’s excellent properties not only allow smaller pipes to be used (see Figure 8), but also allow the tube to be bent to bypass obstructions if necessary. Connections are clean and easy and can be made in very tight spaces. This becomes a significant advantage in retrofit installations. Frequently, details of the actual construction site may not exactly match the drawings. Last minute design changes may be needed. If copper is used, job changes are rarely a problem because the system can be adjusted in the field to accommodate varia- tions from the plans. Only changes that are within the limi- tations of your hydraulic calcu- lations should be made. Figure 7.Mechanical grooved- end joining system for copper piping. Performance The assured performance offered by copper fire sprinkler systems is important to every- one involved — the architect, engineer, building owner, con- tractor, insurer, and fire service personnel. Copper tubing exhibits excel- lent resistance to damage from internal and external corrosion. It does not develop internal sur- face roughness or experience a gradual narrowing of the pas- sage caused by internal corro- sion. The potential for plugging of sprinkler head orifices and small diameter branch lines is significantly reduced with cop- per tube since the normal thin, protective corrosion film in the tube bore does not flake off. This also reduces the need for periodic maintenance flushing operations. Copper is also highly resistant to external sources of corrosion, including exposure to moisture, most chemical fumes, process va- pors, and similar atmospheres. The superior flow capacity of copper permits reduced cross- and feed main-sizing in many hydraulically calculated systems. In pipe schedule sys- tems this advantage is reflected in the increased number of sprinklers permitted by appli- cable standards for copper lines of two-inch and larger. Furthermore, NFPA recognizes the use of 3/4-inch copper tube in sprinkler applications while the minium size requirement for steel pipe is one inch. Copper is an inherently safe material. It will not burn or sup- port combustion, nor does it decompose to toxic gases. Also, it will not carry fire through floors, walls and ceilings. A copper system maintains its integrity and ability to carry wa- ter where planned when ex- posed in a fire situation. Copper tube will not deteriorate with age or become embrittled and fail, but remains effective for the life of the installation. Should any part of the system be damaged, it can be repaired quickly and easily, often by soldering or brazing in a new piece. Tees for new sprinkler drops can also be mechanically formed in place using hand tools. 6 Figure 8. Minimum Pipe/Tube OD Required for Various Flow Rates at 5 psi/100 ft. pressure drop Pipe/Tube, Actual OD of Required Size (inches) (Shorter bars indicate less space required)Flow Rate (GPM)0 0.5 1.0 1.5 2.0 2.5 3.0 CPVCSteel, Sch. 40PBPEXCopper, Type K 1 5 10 15 25 50 75 100 1 1not available in sizes over 2-inch, nominal size. Technical Data 1. Physical Characteristics of Copper Tube For use in fire protection sys- tems, three types of seamless drawn copper tube (Type K, L and M) are currently accepted by NFPA 13, 13D and 13R. For all three types, the outside di- ameter is equal to the nominal diameter plus 1/8 inch. However, wall thicknesses (and thus in- side diameters) vary. Type M copper tubing has the thinnest wall and is also the least costly. Type L is the second thinnest. Type K tube has the thickest wall, the smallest inside diam- eter, the greatest cost, and is not widely used. Types L and K are used where bending is re- quired. All copper tube is avail- able in drawn (hard) temper in straight lengths (ordinarily 20 feet long). Types K and L are also available in annealed (soft) temper, supplied in either 20- foot straight lengths or in 100- foot coils for sizes up to 1 inch and 45-foot coils for sizes up to 2 inches. Wrought and cast copper and copper alloy solder joint pressure fittings are accepted by NFPA 13, 13D and 13R. These are available in a wide choice of configurations for use with each type of copper tube. Contents 1. Physical Characteristics of Copper Tube 2. Friction Loss Tables 3. Friction Losses: Fittings and Valves 4. Tube Bending Guide 5. Hanger Spacing 6. Hanger Sizing 7. Soldering and Brazing 8. Material Specifications 7 SIZE O.D. I.D.WALL CROSS SECTION WEIGHT (lbs/ft) THICKNESS OF BORE (inches) (inches) (inches) (inches) (inches 2) TUBE TUBE & ONLY WATER TYPE L M L M L M L M L M L M 3/4 0.875 0.875 0.785 0.811 0.045 0.032 0.484 0.517 0.46 0.33 0.66 0.55 1 1.125 1.125 1.025 1.055 0.050 0.035 0.825 0.874 0.66 0.47 1.01 0.84 11/4 1.375 1.375 1.265 1.291 0.055 0.042 1.257 1.309 0.88 0.68 1.43 1.25 11/2 1.625 1.625 1.505 1.527 0.060 0.049 1.779 1.832 1.14 0.94 1.91 1.73 2 2.125 2.125 1.985 2.009 0.070 0.058 3.095 3.170 1.75 1.46 3.09 2.83 21/2 2.625 2.625 2.465 2.495 0.080 0.065 4.773 4.890 2.48 2.03 4.54 4.14 3 3.125 3.125 2.945 2.981 0.090 0.072 6.813 6.980 3.33 2.68 6.27 5.70 4 4.125 4.125 3.905 3.935 0.110 0.095 11.978 12.163 5.38 4.66 10.56 9.83 Table 1. Dimensions and Physical Characteristics of Tube, Types L and M 3/4"1"11/4"11/2"2" GPM LM LM LM LM LM 1 .001 .001 1.5 .003 .003 .001 .001 2 .005 .004 .001 .001 2.5 .008 .006 .002 .002 .001 .001 3 .011 .009 .003 .003 .001 .001 3.5 .014 .012 .004 .003 .001 .001 .001. .001 4 .018 .015 .005 .004 .002 .002 .001 .001 4.5 .022 .019 .006 .005 .002 .002 .001 .001 5 .027 .023 .007 .006 .003 .002 .001 .001 5.5 .032 .028 .009 .008 .003 .003 .001 .001 6 .038 .033 .010 .009 .004 .003 .002 .001 6.5 .044 .038 .012 .010 .004 .004 .002 .002 7 .051 .043 .014 .012 .005 .004 .002 .002 .001 .001 7.5 .058 .049 .016 .014 .006 .005 .002 .002 .001 .001 8 .065 .055 .018 .015 .006 .006 .003 .003 .001 .001 8.5 .073 .062 .020 .017 .007 .006 .003 .003 .001 .001 9 .081 .069 .022 .019 .008 .007 .003 .003 .001 .001 9.5 .089 .076 .024 .021 .009 .008 .004 .003 .001 .001 10 .098 .084 .027 .023 .010 .009 .004 .004. .001 .001 10.5 .107 .092 .029 .025 .011 .010 .005 .004 .001 .001 11 .117 .100 .032 .028 .011 .010 .005 .005 .001 .001 11.5 .127 .108 .035 .030 .012 .011 .005 .005 .001 .001 12 .137 .117 .037 .033 .013 .012 .006 .005 .001 .001 12.5 .148 .126 .040 .035 .015 .013 .006 .006 .002 .002 13 .159 .136 .043 .038 .016 .014 .007 .006 .002 .002 13.5 .171 .146 .047 .040 .017 .015 .007 .007 .002 .002 14 .183 .156 .050 .043 .018 .016 .008 .007 .002 .002 14.5 .195 .166 .053 .046 .019 .017 .008 .008 .002 .002 15 .208 .177 .057 .049 .020 .018 .009 .008 .002 .002 16 .234 .200 .064 .055 .023 .021 .010 .009 .003 .002 17 .262 .223 .071 .062 .026 .023 .011 .010 .003 .003 18 .291 .248 .079 .069 .028 .026 .012 .011 .003 .003 19 .321 .274 .088 .076 .031 .029 .014 .013 .004 .003 20 .353 .302 .096 .084 .035 .031 .015 .014 .004 .004 21 .387 .330 .105 .092 .038 .034 .016 .015 .004 .004 22 .422 .360 .115 .100 .041 .037 .018 .017 .005 .004 23 .458 .391 .125 .108 .045 .041 .019 .018 .005 .005 24 .495 .423 .135 .117 .048 .044 .021 .019 .005 .005 25 .534 .456 .146 .127 .052 .047 .022 .021 .006 .005 26 .574 .490 .157 .136 .056 .051 .024 .022 .006 .006 27 .616 .525 .168 .146 .060 .055 .026 .024 .007 .006 28 .659 .562 .180 .156 .064 .058 .028 .026 .007 .0007 29 .703 .600 .192 .167 .069 .062 .030 .028 .008 .007 30 .748 .638 .204 .177 .073 .066 .031 .029 .008 .008 1" 1 1/4"11/2"2"21/2"3" 4" GPM LM LM LM LM LM LM LM 31 .217 .188 .078 .070 .033 .031 .009 .008 .003 .003 .001 .001 32 .230 .200 .083 .075 .035 .033 .009 .009 .003 .003 .001 .001 33 .243 .212 .087 .079 .037 .035 .010 .009 .003 .003 .001 .001 34 .257 .224 .092 .084 .040 .037 .010 .010 .004 .003 .002 .001 35 .271 .236 .097 .088 .042 .039 .011 .010 .004 .004 .002 .001 36 .286 .248 .103 .083 .044 .041 .011 .011 .004 .004 .002 .002 37 .301 .261 .108 .098 .046 .043 .012 .011 .004 .004 .002 .002 38 .316 .275 .113 .103 .049 .045 .013 .012 .004 .004 .002. 002 39 .332 .288 .119 .108 .051 .048 .013 .014 .005 .004 .002. .002 40 .348 .302 .125 .113 .054 .050 .014 .013 .005 .005 .002 .002 .001 41 .364 .316 .131 .118 .056 .052 .015 .014 .005 .005 .002 .002 .001 .001 42 .380 .330 .137 .124 .059 .055 .015 .014 .005 .005 .002 .002 .001 .001 43 .397 .345 .143 .129 .061 .057 .016 .015 .006 .005 .002 .002 .001 .001 44 .415 .360 .149 .135 .064. 059 .017 .016 .006 .005 .002 .002 .001 .001 45 .432 .375 .155 .140 .067 .062 .017 .016 .006 .006 .003. 002 .001 .001 46 .450 .391 .162 .146 .069 .065 .018 .017 .006 .006 .003 .002 .001 .001 47 .468 .407 .168 .152 .072 .067 .019 .018 .007 .006 .003 .003 .001 .001 48 .487 .423 .175 .158 .075 .070 .019 .018 .007 .006 .003 .003 .001 .001 49 .506 .440 .182 .164 .078 .073 .020 .019 .007 .007 .003 .003 .001 .001 50 .525 .456 .188 .171 .081 .075 .021 .020 .007 .007 .003 .003 .001. 001 51 .545 .473 .196 .177 .084 .078 .022 .021 .008 .007 .003 .003 .001 .001 52 .565 .491 .203 .184 .087 .081 .023 .021 .008 .007 .003 .003 .001 .001 53 .585 .508 .210 .190 .090 .084 .023 .022 .008 .008 .003 .003 .001 .001 54 .605 .526 .217 .197 .093 .087 .024 .023 .008 .008 .004 .003 .001 .001 55 .626 .544 .225 .204 .096 .090 .025 .024 .009 .008 .004 .003 .001. 001 56 .648 .563 .232 .211 .100 .093 .026 .024 .009 .009 .004 .004 .001 .001 57 .669 .581 .240 .218 .103 .096 .027 .025 .009 .009 .004 .004 .001 .001 58 .691 .600 .248 .225 .106 .099 .028 .026 .010 .009 .004 .004 .001 .001 59 .713 .620 .256 .232 .110 .102 .029 .027 .010 .009 .004 .004 .001 .001 60 .736 .639 .264 .239 .113 .106 .029 .028 .010 .010 .004 .004 .001 .001 61 .759 .659 .272 .247 .117 .109 .030 .029 .011 .010 .004 .004 .001 .001 62 .782 .679 .281 .254 .120 .112 .031 .029 .011 .010 .005 .004 .001 .001 63 .805 .700 .289 .262 .124 .116 .032 .030 .011 .011 .005 .004 .001 .001 64 .829 .720 .298 .270 .128 .119 .033 .031 .012 .011 .005 .005 .001 .001 65 .853 .741 .306 .277 .131 .122 .034 .032 .012 .011 .005 .005 .001 .001 66 .878 .763 .315 .285 .135 .126 .035 .033 .012 .012 .005 .005 .001 .001 67 .902 .784 .324 .293 .139 .130 .036 .034 .013 .012 .005 .005 .001 .001 68 .927 .806 .333 .302 .143 .133 .037 .035 .013 .012 .005 .005 .001 .001 69 .953 .828 .342 .310 .147 .137 .038 .036 .013 .013 .006 .005 .001 .001 70 .979 .850 .351 .318 .151 .140 .039 .037 .014 .013 .006 .005 .001 .001 71 .873 .361 .327 .155 .144 .040 .038 .014 .013 .006 .006 .001 .001 72 .896 .370 .335 .159 .148 .041 .039 .014 .014 .006 .006 .002 .001 73 .919 .380 .344 .163 .152 .042 .040 .015 .014 .006 .006 .002 .002 74 .942 .389 .353 .167 .156 .043 .041 .015 .014 .006 .006 .002 .002 75 .966 .399 .361 .171 .160 .044 .042 .015 .015 .007 .006 .002 .002 8 Velocity: 0-10 feet per second 11-20 feet per second Table 2. Friction Loss (psi per linear foot) for Types L and M Copper Tube with “C Factor” = 150* 2. Friction Loss Tables 11/4"11/2"2"21/2"3" 4" GPM LM LM LM LM LM LM 76 .409 .370 .175 .164 .046 .043 .016 .015 .007 .006 .002 .002 77 .419 .379 .180 .168 .047 .044 .016 .015 .007 .006 .002 .002 78 .429 .389 .184 .172 .048 .045 .017 .016 .007 .007 .002 .002 79 .439 .398 .189 .176 .049 .046 .017 .016 .007 .007 .002 .002 80 .450 .407 .193 .180 .050 .047 .017 .016 .007 .007 .002 .002 81 .460 .417 .197 .184 .051 .048 .018 .017 .008 .007 .002 .002 82 .471 .426 .202 .188 .052 .049 .018 .017 .008 .007 .002 .002 83 .481 .436 .207 .192 .054 .051 .019 .018 .008 .007 .002 .002 84 .492 .446 .211 .197 .055 .052 .019 .018 .008 .008 .002 .002 85 .503 .456 .216 .201 .056 .053 .020 .018 .008 .008 .002 .002 86 .514 .466 .221 .206 .057 .054 .020 .019 .008 .008 .002 .002 87 .525 .476 .225 .210 .059 .055 .020 .019 .009 .008 .002 .002 88 .536 .486 .230 .214 .060 .056 .021 .020 .009 .008 .002 .002 89 .548 .496 .235 .219 .061 .058 .021 .020 .009 .008 .002 .002 90 .559 .506 .240 .224 .062 .059 .022 .020 .009 .009 .002 .002 91 .571 .517 .245 .228 .064 .060 .022 .021 .009 .009 .002 .002 92 .582 .527 .250 .233 .065 .061 .023 .021 .010 .009 .002 .002 93 .594 .538 .255 .238 .066 .062 .023 .022 .010 .009 .002 .002 94 .606 .549 .260 .242 .068 .064 .024 .022 .010 .009 .003 .002 95 .618 .560 .265 .247 .069 .065 .024 .023 .010 .010 .003 .002 96 .630 .571 .270 .252 .070 .066 .024 .023 .010 .010 .003 .003 97 .642 .582 .276 .257 .072 .068 .025 .024 .010 .010 .003 .003 98 .655 .593 .281 .262 .073 .069 .025 .024 .011 .010 .003 .003 99 .667 .604 .286 .267 .074 .070 .026 .024 .011 .010 .003 .003 100 .679 .615 .292 .272 .076 .071 .026 .025 .011 .010 .003 .003 105 .744 .674 .319 .297 .083 .078 .029 .027 .012 .011 .003 .003 110 .811 .734 .348 .324 .090 .085 .031 .030 .013 .012 .003 .003 115 .880 .797 .378 .352 .098 .093 .034 .032 .014 .014 .004 .004 120 .952 .862 .409 .381 .106 .100 .037 .035 .016 .015 .004 .004 125 .930 .441 .411 .114 .108 .040 .038 .017 .016 .004 .004 130 .474 .441 .123 .116 .043 .040 .018 .017 .005 .004 135 .508 .473 .132 .124 .046 .043 .019 .018 .005 .005 140 .543 .506 .141 .133 .049 .046 .021 .019 .005 .005 145 .580 .540 .151 .142 .052 .049 .022 .021 .006 .005 150 .617 .575 .160 .151 .056 .053 .023 .022 .006 .006 160 .696 .648 .181 .170 .063 .059 .026 .025 .007 .006 170 .778 .725 .202 .191 .070 .066 .030 .028 .007 .007 180 .865 .806 .225 .212 .078 .074 .033 .031 .008 .008 190 .956 .891 .248 .234 .086 .082 .036 .034 .009 .009 200 .979 .273 .257 .095 .090 .040 .038 .010 .010 210 .299 .282 .104 .098 .044 .041 .011 .011 220 .326 .307 .113 .107 .048 .045 .012 .012 230 .354 .333 .123 .116 .052 .049 .013 .013 240 .383 .361 .133 .126 .056 .053 .014 .014 250 .413 .389 .144 .135 .060 .057 .015 .015 2" 21/2"3" 4" GPM LM LM LM LM 260 .444 .418 .154 .146 .065 .061 .016 .016 270 .476 .449 .166 .156 .070 .066 .018 .017 280 .509 .480 .177 .167 .075 .070 .019 .018 290 .543 .512 .189 .178 .079 .075 .020 .019 300 .578 .545 .201 .190 .085 .080 .021 .021 310 .614 .579 .214 .202 .090 .085 .023 .022 320 .651 .614 .227 .214 .095 .090 .024 .023 330 .689 .650 .240 .226 .101 .095 .026 .025 340 .729 .687 .254 .239 .107 .101 .027 .026 350 .769 .725 .268 .252 .113 .106 .028 .027 360 .810 .764 .282 .266 .119 .112 .030 .029 370 .852 .804 .297 .280 .125 .118 .032 .030 380 .895 .844 .312 .294 .131 .124 .033 .032 390 .939 .886 .327 .308 .138 .130 .035 .034 400 .984 .928 .343 .323 .144 .136 .036 .035 410 .972 .359 .338 .151 .142 .038 .037 420 .375 .354 .158 .149 .040 .038 430 .392 .369 .165 .155 .042 .040 440 .409 .385 .172 .162 .044 .042 450 .426 .402 .179 .169 .045 .044 460 .444 .419 .187 .176 .047 .046 470 .462 .436 .194 .183 .049 .047 480 .480 .453 .202 .190 .051 .049 490 .499 .470 .210 .198 .053 .051 500 .518 .488 .218 .205 .055 .053 510 .537 .507 .226 .213 .057 .055 520 .557 .525 .234 .221 .059 .057 530 .577 .544 .243 .229 .061 .059 540 .597 .563 .251 .237 .064 .061 550 .618 .583 .260 .245 .066 .063 560 .639 .602 .269 .253 .068 .065 570 .660 .622 .278 .262 .070 .068 580 .682 .643 .287 .270 .073 .070 590 .704 .663 .296 .279 .075 .072 600 .726 .684 .305 .288 .077 .074 610 .748 .705 .315 .297 .080 .077 620 .771 .727 .324 .306 .082 .079 630 .794 .749 .334 .315 .085 .081 640 .818 .771 .344 .324 .087 .084 650 .842 .793 .354 .334 .090 .086 660 .866 .816 .364 .343 .092 .089 670 .890 .839 .374 .353 .095 .091 680 .915 .863 .385 .363 .097 .094 690 .940 .886 .395 .372 .100 .096 700 .965 .910 .406 .383 .103 .099 9 21-30 feet per second > 30 feet per second 4.52Q1.85 C1.85d4.87 *Based on Hazen-Williams formula: P = *Where: P= friction loss, psi per linear foot Q= flow, g.p.m. d= average I.D., in inches C= constant, 150 3" 4" GPM LM LM 710 .417 .393 .105 .102 720 .428 .403 .108 .104 730 .439 .413 .111 .107 740 .450 .424 .114 .110 750 .461 .435 .117 .112 760 .473 .445 .120 .115 770 .484 .456 .123 .118 780 .496 .467 .125 .121 790 .508 .478 .128 .124 800 .520 .490 .131 .127 810 .532 .501 .135 .130 820 .544 .513 .138 .133 830 .556 .524 .141 1.36 840 .569 .536 .144 .139 850 .581 .548 .147 .142 860 .594 .560 .150 .145 870 .607 .572 .154 .148 880 .620 .584 .157 .151 890 .633 .596 .160 .154 900 .646 .609 .164 .158 910 .659 .622 .167 .161 920 .673 .634 .170 .164 930 .686 .647 .174 .167 940 .700 .660 .177 .171 950 .714 .673 .181 .174 960 .728 .686 .184 .177 970 .742 .699 .188 .181 980 .756 .713 .191 .184 990 .771 .726 .195 .188 1000 .785 .740 .199 .191 Fittings Valves Fitting Size Standard Ells 90° Tees Coupling Ball Gate Btfly Check (inches)90° 45° side straight branch run 3/4 20.53–––––3 1 2.5 1 4.5 – – 0.5 – – 4.5 11/4 3 1 5.5 0.5 0.5 0.5 – – 5.5 11/2 4 1.5 7 0.5 0.5 0.5 – – 6.5 2 5.5 2 9 0.5 0.5 0.5 0.5 7.5 9 21/2 7 2.5 12 0.5 0.5 – 1 10 11.5 3 9 3.5 15 1 1 – 1.5 15.5 14.5 31/2 9 3.5 14 1 1 – 2 – 12.5 4 12.5 5 21 1 1 – 2 16 18.5 10 3. Friction Losses: Fittings and Valves Table 3. Pressure Loss in Fittings and Valves Expressed as Equivalent Length of Tube, feet. Tube Tube Min. Bend Size Type Temper Radius(inches)(inches)** 1 K,L Annealed 4 11/4 K,L Annealed 9 Table 5. Hanger Spacing Horizontal run Tube Size Hanger spacing (inches)(feet) 3/4, 1 8 11/4, 11/2 10 2, 21/2, 3 12 31/2 to 8 15 Copper Tube SPS Steel Band or Ring Hanger Tube Nominal Minimum Size O.D.Size I.D. (inches) (inches) (inches) (inches) 3/4 0.875 1/2 or 3/4 0.840 or 1.050 1 1.125 3/4 or 1 1.050 or 1.315 11/4 1.375 1 1.315 11/2 1.625 11/4 1.660 2* 2.125 2 2.375 Table 6. Hanger Sizing 6. Hanger Sizing * Above 2-inch, use the same SPS hanger size as the tube size. ** NFPA 13, Sec. 2-3.6 allows bending K and L copper tube.** NFPA 13D and 13R have no restrictions on bending copper tube.** Bending done with mechanical tools. Table 4. Bending Guide for Copper Tube* K,L Annealed 3 K,L Drawn 3 3/4 4. Tube Bending Guide 5. Hanger Spacing Notes: The equivalent length values above are actual values for copper fittings based on a C factor of 150 in the Hazen-Williams friction loss formula. They are actual values and need not be increased by the correction factor of 1.51 as indicated in NFPA 13 to translate values developed for fittings with a C factor of 120. The lengths shown are rounded to the nearest half foot. 11 7. Soldering and Brazing Information NFPA 13, 13D and 13R rec- ognize the use of 95-5 tin-anti- mony solder for the joining of wet-pipe copper fire sprinkler systems.1 For all copper systems, NFPA 13 recognizes the use of filler metals for brazing which withstand higher temperatures. NFPA 13 allows the use of BCuP-3 and BCuP-4 brazing filler metals. For more informa- tion, refer to AWS A5.8, (“Specification for Brazing Filler Metal”).* Excellent results are attained in using a non-aggressive sol- dering or brazing flux which should be applied sparingly in a thin, even coating to both tube and fitting. The fluxes best suited for soldering copper and copper alloy tube should meet the requirements of ASTM B 813. The fluxes used in brazing are different in composition to soldering fluxes and can not be used interchangeably. 1. To consistently make satisfactory soldered joints, follow the sequence of joint preparation and operations prescribed in ASTM Standard Practice B 828. Table 7. Typical Consumption of Solder per 100 Joints TubeSize 3/4 111/4 11/2 221/2 34 (inches) Solder* (pounds) *Pounds per 100 joints includes an allowance of 100% to cover wastageand loss for tube sizes up to 2 inches and 25% for 21/2 inches and larger. Flux requirements are usually 2 ounces per pound of solder. References ANSI:American National StandardsInstitute, Inc. 1819 L Street NWWashington, DC 20036. ASME:The American Society ofMechanical Engineers,3 Park Avenue,New York, NY 10016-5990. ASTM:American Society for Testing andMaterials, 100 Barr Harbor Dr.,West Conshohocken,PA 19428-2959. *AWS:American Welding Society,550 N.W. LeJeune RoadMiami, FL 33126. Table 8. Specifications for Tube, Fittings, Solder and Brazing Alloys and Flux Materials Applicable Specification or Standard TUBE: Seamless Copper Tube ASTM B 75 Seamless Copper Water Tube ASTM B 88(Type K, L and M) General Requirements for ASTM B 251Wrought Seamless Copper andCopper-Alloy Tube Copper Drainage Tube ASTM B 306(DWV) FITTINGS: Cast Copper Alloy Solder Joint ASME B 16.18Pressure Fittings Wrought Copper and Copper Alloy ASME B 16.22Solder Joint Pressure Fittings Cast Copper Alloy Pipe Flanges and ASME B 16.24Flanged Fittings JOINING MATERIALS: Brazing Filler Metal ANSI/AWS A 5.8(Classification BCuP-3 or BCuP-4) Solder Metal ASTM B 32(95-5 Tin-Antimony, Alloy Grade Sb5) Standard Specification for Liquid and ASTM B 813Paste Fluxes for Soldering of Copperand Copper Alloy Tube. Standard Practice for Making Capillary ASTM B 828 Joints by Soldering of Copper andCopper Alloy Tube and Fittings 8. Material Specifications CAUTION Careless workmanship, especially during flux application, can result in corrosion of tube and sprinkler heads long after the sprinkler system has been installed. If excessive flux is used, the residue inside the tube can cause corrosion. In an extreme case, such residual flux can actually lead to perforation through the tube wall causing leakage. To guard against this danger, it is important to follow the correct joining procedures as stated in the ASTM B 828. 0.60 0.90 1.1 1.5 2.4 3.2 4.3 7.5 RELEVANT COPPER DEVELOPMENT ASSOCIATION LITERATURE Residential Fire Sprinkler Systems (A4010) Copper vs. CPVC for Automatic Fire Sprinkler Systems (A4026) The Copper Tube Handbook (A4015) Copper Tube Sizing Calculator and Handbook (A4005) Guide Specifications on Plumbing (A4018) Soldering and Brazing Copper Tube and Fittings (A1143) Application Bulletins — Copper Fire Sprinkler Systems: Pelican Bay Apartments, Mesa, Arizona (410/5) Peabody Court Hotel, Baltimore, Maryland (405/4) Wanamaker House Apartments, Philadelphia, Pennsylvania (406/4) Stone Creek Apartments, Tyler, Texas (404/4) Phoenix Municipal Building: Copper Installation (4014) Contractor Finds Copper System Saves More than Just Pennies (4043) NOTICE: This Design Guide has been prepared for the use of professional engineers and fire sprinkler system designers and installers. It has been compiled from information supplied by testing, research, manufacturing, standards and consulting organizations that Copper Development Association Inc. believes to be competent sources for such data. However, recognizing that each fire sprinkler system must be engineered to meet particular circumstances, CDA assumes no responsibility or liability of any kind whatsoever in connection with this Design Guide or its use by any person or organization and makes no representations or warranties of any kind hereby. A4003-96/02 Copper Development Association Engineered to provide greater value and reduced costs in threadable applications. Wheatland’s Mega-Thread offers an inside • diameter which is 3.6% larger than Schedule 40. This results in improved hydraulics and opens the door to down-sizing when used in conjunction with Wheatland’s. Safer to weld than many zinc-coated lightwall • threadable products. Wheatland’s Mega-Thread threads smoothly • and easily and requires no thread warning. The proprietary mill coating on Wheatland’s • Mega-Thread extends shelf-life and eases paint application. Offering increased strength and light weight, • Wheatland’s Mega-Thread helps reduce installation fatigue. Approved for standard hanger spacing, • Wheatland’s Mega-Thread can be used as earthquake sway bracing. More widely accepted than lightwall • threadable where Schedule 40 is specifi ed. Wheatland’s Mega-Thread is quality manufactured to meet or exceed the following standards: ASTM: A-795 Type E, Grade A • NFPA 13• UL & C-UL Listed for wet, dry • and preaction sprinkler systems. FM Approved for use in wet • systems. Hot-dipped galvanized Mega- • Thread meets FM requirements for dry systems. Rated 300 psi working ressure. • The High Quality Alternative to Schedule 40 Sprinkler Pipe Made in U.S.A. Schedule 40 strength and dependability. Better hydraulics and value. Specifi cations NPS Nominal O.D. Nominal Inside Diameter UL CRR*Wheatland’s Mega-Thread Mega- Thread Sch. 40 Mega- Thread Sch. 40 L.W.T. Pipe Nom. Wt./Ft.Pcs/Lift 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 1 1/4 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 1 1/2 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 2 2.375 2.117 2.067 1.00 1.00 .25 3.094 30 * Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY * The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). Approved for all threaded couplings and welded outlets and is suitable for all roll-grooved and plain-end fi ttings. Specifi cations and descriptions are accurate as known at time of publication and are subject to change without notice. Wheatland’s Features and Benefi ts Specifi cation and Approvals Wheatland Tube Company 0309 1.0Mrev03 700 South Dock Street, Sharon, PA 16146 Ph 800.257.8182 Fax 724.346.7260 www.wheatland.com Effective February 23, 2009 Coated Black Sprinkler Pipe 200 www.anvilintl.com Dimensions Material Galvanizing****Thread Pressure Rating Federal/Other MALLEABLE IRON FITTINGS Class 150/PN 20 ASME B16.3•ASTM A-197 ASTM A-153 ASME B1 20.1+ASME B16.3•ASME B16.3** Class 300/PN 50 ASME B16.3•ASTM A-197 ASTM A-153 ASME B1 20.1+ASME B16.3• MALLEABLE IRON uNIONS Class 150/PN 20 ASME B16.39•ASTM A-197 ASTM A-153 ASME B1 20.1+ASME B16.39•ASME B16.39*** Class 250 ASME B16.39•ASTM A-197 ASTM A-153 ASME B1 20.1+ASME B16.39• Class 300/PN 50 ASME B16.39•ASTM A-197 ASTM A-153 ASME B1 20.1+ASME B16.39• CAST IRON ThREADED FITTINGS Class 125 ASME B16.4•ASTM A-126 (A)ASTM A-153 ASME B1.20.1+ASME B16.4•ASME B16.4 Class 250 ASME B16.4•ASTM A-126 (A)ASTM A-153 ASME B1.20.1+ASME B16.4•ASME B16.4 CAST IRON PLuGS AND BuShINGS ASME B16.14•ASTM A- 126 (A)ASTM A-153 ASME B1.20.1+ASME B16.14•WW-P-471 CAST IRON DRAINAGE ThREADED FITTINGS ASME B16.12•ASTM A-126 (A)ASTM A-153 ASME B1.20.1+ASME B16.12• CAST IRON FLANGES AND FLANGED FITTINGS Class 125 (1"-12")ASME B16.1•ASTM A- 126 (A) or (B)ASTM A-153 ASME B1.20.1+ASME B16.1 ASME B16.1• Class 125 (14"-up)ASME B16.1•ASTM A-126 (B)ASTM A-153 ASME B1.20.1+ASME B16.1 ASME B16.1• Class 250 (1"-12")ASME B16.1•ASTM A- 126 (A) or (B)ASTM A-153 ASME B1.20.1+ASME B16.1 ASME B16.1• Class 250 (14"-up)ASME B16.1•ASTM A-126 (B)ASTM A-153 ASME B1.20.1+ASME B16.1 ASME B16.1• FORGED STEEL ThREADED FITTINGS Class 2000, 3000, 6000 ASME B16.11•ASTM Al05, ASTM A182, ASTM A350 ASMEB1.20.1+ASME B16.11• PIPE NIPPLES Steel Pipe - Welded ASTM A733 ASTM A53 Type F or Type E ASME B1.20.1+WWN 351 Steel Pipe - Seamless (High Temp.)ASTM A733 ASTM A106 Gr. B ASME B1.20.1+WWN 351 Brass ASTM B43 ASME B1.20.1+WWN 351 *The standard •an American National standard (ANSI) +ASME B1.20.1 was ANSI B2.1 Formerly WW-P-501 **Formerly WW-P-521 ***Formerly WW-U-531 **** ASTM B 633. Type I, SC 4, may be supplied as alternate zinc coating per applicable ASME B16 product standard. Standards and Specifications -- ------- HARDWARE THREADED STUD 51 Threaded Studs • Size Range: 3/8" and 1/2" rod sizes • Surface Finish: Plain • Attaches hangers to structural attachments without threading or cutting the rod, UNC Thread Form NOTE: Low carbon : tensile: 58,000 psi; yield: 36,000 psi Part - RS Number _. 3/8"0513702PL 3/8"0513703PL 3/8"0513704PL 3/8"0513705PL 3/8"0513706PL 1/2"0515004PL 1/2 "0515005PL 1/2 "0515006PL 1/2 "0515010PL 1/2 " "'Load based on Max. 6500 F 0515012PL . L -- Max. Rec. Load (I~s)'" -. 2" 3" 4" 5" 6" 4" 5" 6" 10" 12" 610 610 610 610 610 1130 L1130 1130 1130 1130 HARDWAR E ROD CO UPLING 25 Steel Rod Coupling • Size Range: 1/4" thru 7/8" rod sizes • Surface Fin ish: Electro-zinc Plated • Intermediate accessory designed to join two lengths of similar UNC threaded rod Part RS L Max. Ret.. Number Load.(lbs·) , 1/4" 7/8" 2400250025EG 3/8" 1-3/4"0250037EG 610 1/2 " 1-3/4" 11300250050EG 5/8" 2-1/8 " 18100250062EG 3/4" 2-1/4" 27100250075EG 7/8" 2-1/2" 37700250087EG RS 224 800-333-0852 www.erico.com CLAMPS --- - 11 BEAM CLAMP 300 Universal Ductile Iron Beam Clamp • Size Range: 3/8",1/2",5/8",3/4" and 7/8" rod sizes • Surface Finish: Black, Electro-zinc plated • Structural attachment to top or bottom of metal beams, purlins, channel, or angle iron • Setscrew made of hardened steel • For retainer straps see Models 300C and 035RS • Available with a HD finish by special order • Conforms with Federal Specification WW-H-171 (Type 23), Manufacturers Standardization Society ANSIIMSS-SP-58 (Type 19 & 23), install in accordance with ANSI/MSS-SP-69 • Setscrew must be tightened and torqued onto the sloped side of the I-beam 3/8 3/4" 1-1/8 " 3/8" 500 250 TOP May be mounted in either position 3000050PL * 1/2 3000062PL 5/8 3000075PL 3/4 3000087PL 7/8 Electro-zinc Plated Finish 3000037EG* 3/8 3000050EG* 1/2 3000062EG 5/8 3000075EG 3/4 3000087EG 7/8 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" *Theses sizes are FM approved 1-1/8" 1-1/8 " 1-1/8 " 1-1/8 " 1-1/8 " 1-1/8 " 1-1/8 " 1-1/8 " 1-1/8 " 7/16" 3/8" 3/8" 3/8" 3/8" 7/16" 3/8" 3/8" 3/8" 950 950 950 950 500 950 950 950 950 760 760 760 760 250 760 760 760 760 BonOM Recommended Torque** (for setscrews): **Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightened so it contacts the I-beam and then an additional 1/4 to 1/2 turn added. 92 800-333-0852 www.erico.com INSTRucnON SHEET MODEL 100 AND 115 LOOP HANGERS lHlS PRODUCT PROVIDES PIPE SUPPORT FOR STA110NARY NON-INSULATED PIPING ONLY. BOlli MODEL 100 AND MODEL 115 CO NFORIA 1'1111-1 fEDERAL SPECIF1CATIO N WW-H-l 71 (TYPE 10) MANUFACTURERS sr~[),I.RDlZAnoN SOCIETY {MSS) SP-58 AND SP-69 (TYPE 10) ANSI IS A REGISTERED lRADEWARK or At.ffiICAN NATIONAL STANIJ.4RDS INSlIME ASTU IS A REGISTERED lRADEMARK or ASTht INlERNATlONN... NFPA IS A REGISTEREI) TRNJEWRI< OF NAllONAL FIRE PROTECTION ASSOCIATION ROD 1/16 FROM PIPE IF RECLI IRED LOAD I ~ ROO 1/16" FROU PIPE IF REQUIRED "PNIT NUMBER NOMINIl PIPE SIZE 1000050EG 1/2" 100007SEG 3/4 1000100EG 1· 1000125EG 1-1/4- 1000150EG 1-1/2a 1000200EG 2" 10002S0EG 2-1jr 1000300EG 3" 1000350EG 3-1/2· 1000400EG 4" 1000500EG s" 1000600EG G" 1000BOO[[; 8" 11S0250[G 2-1/2· 1150300EG 3" 11503S0EG 3-1/2" l1S0400EG 4" 1150500EG 5" 1150600rn 6" 1150BOOEG B" ROD ROD MAX. RECCt.!. lYPE UWl LSS.SIZE 3/8300 ANSI/IIISS HEAVY DIJTY loo01/2b 5/81100 3/41250 7/'Oft 1250 3/B525 NFPA 585 3/a~ DIJTY 3/8" HEAVY 65!} 10001/1" -FELT UNED REPlACE EG SUFnx WITH FL. EG: 10000S0FL MODElS 100FL &: 115ft PROVIDE SL1PPORT FOR STATIONARY PIPING WITH NO MErit. TO PIPE CONTACT. MR~S I. ERICO prodg<;lp ,hdl lie InitaIId em uMI on~ QI 1n<fc;Qhd In [RICO FFOduct: Inshuc1lll1 IhMP em 1nInIng lnIIhiIIali. IIrlhuc1lll1 ,hMb en qyulbb" Q\".....r'i:a..,.'" and fnrn )'DJr EIIICD DlSlDm.". ~"'P'"""ntatM!. 2. ERlCO products nJSt _.-be Had fa' Q pDrpc86 other 111~ 111. purpcee fOl lltich tllay W8IlI dllsigned er in a mamer that exeeedB apecllled bad rohgs. J. HI hMlct~np must be ~folloNd 10 anura 'lUI*' and m hlrtalbllon and p;ttDl1T1<lllC8. 4. Improper ilsImlatiou, m.m, rinl\lpil:lIIiOn or othr fuiLI~ 19 corrpl:lely fo/bw ERICO's nn.~s and warnings may CQUlIC lI'Qduct maifl.ln.:tiIl1, property dlllMge,81muB bocIit( )ljury alii! deaIh. 5. ProdLJ:13 IhaI alB Dlanlfachnd lBn9 spring stall coDlponania shall be LAd crty In a nlJl'l"'carosM! hldoor erMl!)nment. 6. All Ii~ ,uPPQrb, harqm,. iilt<::rmcd'aII: coll'9Onentr em .tnn:tural crltachrmotl mll1t ONL~ be used Q9 des::ribcd hcn:in and an: telER 10 be IIIICd for 01\)' oilier ~ NCJJE; AI bQd rati(9 arc for "* conQ1;iDR' QIId do not lK't'Ount: ror cI1RC1mie Ioaclhi sach Q9 ft, WIlla" or ~lriC b<lds, ualess cthenisc poled. 1he aJSIall1llr II r89pad:ta for. CI. CcnformIll1CC to 01 !JO'Ienillg aide" b. The l'Itet,.'ly 01 strucluRls t.:i lIhich tbe prl)dLd& (lie otIDched. includlllg their cllJXlbilly 01 amety oecepllng the loads hnpased. <IS ewluotad by (I qlJlfroed engheer. c. Using uppq>lIato hlaslry sIDrdanI hanllr1IlB aa noted abow. s.tfEN INSIR'..C1IONS: All ~codas and f89l..laIIDrII and thDlI reqJ\'ed by ft-e Jd> slle mull be abalNed. Hllays LIi6 GpprqIrlato safe1,y eqJp-nlrll 9JCh CIS I~ ~ion, hard hoi, and flom '" awqi''* to the a~ic:oti;)n. CADDY, CltrM1lD, tRIm;, ERloo. EIm..EX. ERIlECH <HId LEN10N a'C rcrj~cn:d \rQdcrncrk3 '" ERIOO IntmlGliilnd CCI'JlonJtion. lECHNICAL SUPPORT: ••••erico.com 1 of 1 ® 2006 ERICO, INC. ~---------------------------------------------------------------------------------------- 4 For the most up to date information, visit www.sammysuperscrew.com Wood Flooring Wood Joist Double Sheetrock Ceiling Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs)UL Test Load (lbs)FM Test Load (lbs)Box Qty CaseQty 1/4"8002957 GST 100 1/4 x 1"210 (7/16” OSB)670 (3/4” Ply)25 125 1/4"8003957 GST 200 1/4 x 2"1760 (Fir)25 125 1/4"8004957 GST 300 1/4 x 3"2060 (Fir)25 125 3/8"8006957 GST .75 1/4 x 3/4"564 (3/4" Ply)25 125 3/8"8007957 GST 10 1/4 x 1"210 (7/16” OSB)670 (3/4” Ply)300 25 125 3/8"8008957 GST 20 1/4 x 2"1760 (Fir)850 1475 25 125 3/8"8068925 GST 20-SS 1/4 x 2"1760 (Fir)850 25 125 3/8"8009925 GST 25-380 3/8 x 2-1/2"2113 (Fir)1500 25 125 3/8"8010957 GST 30 1/4 x 3"2060 (Fir)1500 1475 25 125 3/8"8069925 GST 30-SS 1/4 x 3"2060 (Fir)25 125 3/8"8011925 GST 40 1/4 x 4"2180 (Fir)25 125 3/8"8012925 GST 60 1/4 x 6"2230 (Fir)25 125 1/2"8013925 GST 2 1/4 x 2"1760 (Fir)25 125 1/2"8014925 GST 2.5-380 3/8 x 2-1/2"2113 (Fir)25 125 1/2"8015925 GST 3 1/4 x 3"2275 (Fir)25 125 1/2"8016925 GST 4 1/4 x 4"2180 (Fir)25 125 1/2"8017925 GST 6 1/4 x 6"2230 (Fir)25 125 Not less than2” nominal width (1-1/2”) Not less than 3” nominal thickness (2-1/2”) (depth or side of vertical member) VERTICAL MOUNT WOOD WOOD WOOD WOOD WOODSAMMYS® for Wood Installs VERTICALLY into the bottom of wood structures easily and quickly! #14 Black Nut DriverPart # 8113910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes intocontact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. #14 SW Red Nut Driver Part # 8114910 Composite / TrussConsult truss manufacturer for recommended installation point. *Pre-drilling may be required for GST 25-380 . Tool available on page 10. For vertical use - install in center of lower face. Minimum 2” embedment into base material for NFPA 13 compliance. Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs)UL Test Load (lbs)FM Test Load (lbs)Min Thickness Box Qty Case Qty 3/8"8139957 SH-GST 20 1/4 x 2"1257 (Fir)1050 1475 25 125 125 3/8"8141957 SH-GST 30 1/4 x 3"1720 (Fir)1500 1475 25 125 #14 Black Nut DriverPart # 8113910 SAMMY Swivel Head® for Wood Product Features • No pre-drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation cost. • Made in the U.S.A. Product Features • Eliminates distortion of threaded rod. • Accommodates up to 3 ½” x 12 pitch roof. • Allows 17° deflection from vertical. • Saves time from traditional methods. • Reduces installation cost. • Made in the U.S.A. Installs VERTICALLY and swivels up to 17° in wood structure 5 To find a distributor near you, call 800-BUILDEX Not less than 2” nominal width (1-1/2”) up to 3-1/2” pipe; not less than 3” (2-1/2”) nominal width 4” & 5” pipe Minimum 2-1/2” from bottom for branch lines. Minimum 3” from bottom for main lines. Exception: This requirement shall not apply to 2” or thicker nailing strips resting on top of steel beams. Floor Joist HORIZONTAL MOUNT WOOD WOOD WOOD WOOD WOODSIDEWINDERS® for Wood Installs HORIZONTALLY into the side of wood structures easily and quickly! Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs)UL Test Load (lbs)Box Qty Case Qty 1/4"8018957 SWG 100 1/4 x 1"622 (Fir)25 125 1/4"8019957 SWG 200 1/4 x 2"1725 (Fir)25 125 3/8"8020957 SWG 10 1/4 x 1"622 (Fir)300 25 125 3/8"8021957 SWG 20 1/4 x 2"1725 (Fir)1050 25 125 3/8"8073925 SWG 20-SS 1/4 x 2"1725 (Fir)850 25 125 3/8"8022925 SWG 25-380 3/8 x 2-1/2"2249 (Fir)1500 25 125 3/8"8023925 SWG 30 1/4 x 3"1884 (Fir)25 125#14 SW Red Nut Driver Part # 8114910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. INSTALLATION STEPS - VERTICAL INTO WOOD & STEEL: 1. Insert the appropriate nut driver into a 3/8” or 1/2” portable drill. 2. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. 3. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. 4. The SAMMYS is now ready to receive 1/4”, 3/8”, 1/2” or metric all thread rod, bolt stock. (The 1/2” requires the #14SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in purlin steel. INSTALLATION STEPS - HORIZONTAL INTO WOOD & STEEL: 1. Insert the appropriate nut driver into a 3/8” or 1/2” portable drill. 2. Insert the SAMMYS into the #14SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. 3. When the nut driver spins free on the SAMMYS, stop the drill and remove. 4. The unit is now ready to receive 1/4”, 3/8” or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. Composite/TrussConsult truss manufacturer for recommended installation point. *Pre-drilling may be required for Model SWG 25-380 (tools available on pg 10 ) Product Features • No pre-drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation cost. • Made in the U.S.A. Installs VERTICALLY and swivels up to 17° in wood structure