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6155 EL CAMINO REAL; ; FPC2017-0129; Permit
PERMIT REPORT 1City of Carlsbad Print Date: 03/02/2022 Job Address: 6155 EL CAMINO REAL, CARLSBAD, CA 92009-1602 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: VIASAT WELLNESS CENTER (BLDG 1) -SPRINKLER TI 7-100 HEADS (9) Permit No: FPC2017-0129 Status: Closed - Finaled Applied: 05/15/2017 Issued: 05/30/2017 Finaled Close Out: 02/22/2021 Inspector: Final Inspection: Applicant: FPContractor: TITAN FIRE PROTECTION INC TITAN FIRE PROTECTION INC ALEXIS CASSIDY 1341 DISTRIBUTION WAY, # STE 14 1341 DISTRIBUTION WAY, # STE 14 VISTA, CA 92081-8843 VISTA, CA 92081-8843 (760) 295-3436 (760) 295-3436 FEE AMOUNT FIRE NFPA 13 or 13R System 7- 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 1 I www.carlsbadca.gov Pc2-o1-+-- o 29 A TAIL Ek E FIRE PROTECTION Fire Protection Contractor - License #989280 FIRE SUPPRESSION MATERIAL SUBMITTAL: PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS 17283 ViaSat WELLNESS CENTER 6155 El Camino Real Carlsbad, CA 92009 EXISTING FEATURES Sizes: U 21/2 U 3 U 8" U 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections Flanged ANSI B16.1 Class 125 OPTIONS (Suffixes can be combined) U - with OS & Y gate valves (standard) U G - with groove end OS&Y gate valves U L - less shut-off valves U LM - less water meter U - with remote reading meter U - with gpm meter (standard) U - with cu ft/min meter APPLICATION Designed for installation on potable water fire protection lines to protect against both backsiphonage and backpressure of polluted water into the potable water sup- ply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE ASSE® Listed 1048 (Horizontal and Vertical Flow-Up) A\AM/A Compliant C510 (Horizontal & Vertical Flow-Up) UL® Classified (Horizontal) C-UL® Classified (Horizontal) CSA® Certified (Horizontal and Vertical Flow-Up) FM® Approved (Horizontal and Vertical Flow-Up) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (Horizontal and Vertical Flow-Up, except 10" vertical) MATERIALS Main valve body Cast Iron ASTM A126 Class B Access covers Cast Iron ASTM A126 Class B Coatings FDA Approved Epoxy finish Internals Stainless Steel, 300 Series Cast Bronze ASTM B 584 Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers DelrinlM, NSF Listed Springs Stainless steel, 300 series ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U Gate valve tamper switch (OSY-40) B .1 A DIMENSIONS & WEIGHTS (do not include pkg.) DIMENSIONS (approximate) WEIGHT MODEL B E E WITHOUT WITH OS&Y SIZE A WITHOUT C D OS&Y GATE OS&Y F GATE GATE GATE VALVES GATE VALVES VALVES VALVES OPEN VALVES in. 'mm in. lmm in. mm in. Imm in. I mm in. I mm in. lmm in. Imm I Ibs. I kg Ibs.I kg 2 1/2 65 371/81 943 22 I559 4 1102 10 I 254 163/8 416 137/81352 4 102 101145.9 211 I 95.8 3 I 80 381/81 968 22 559 4 1102 10 I 254 187/81 479 155/81397 4 1102 101 145.9 231 1104.9 8 12001711/81 1807 48 I 1219 7 1/21 191 16 I 406 373/41 959 29 1/4 743 1 7 1/ 191 8471384.5 13231600.6 10 1250 841/81 2137 58 1473 9 1229 18 457 453/41 1162 353/81899 1229 14101 640.1 2228 1 1011.5 1 FLOW CHARACTERISTICS MODEL 950DA 21/2 & 3" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 50.5 69 35 800 252.4 200 400 600 FLOW RATES (GPM) MODEL 950DA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 104 104 a- 0 cc CL 0 1000 2000 3000 FLOW RATES (GPM) ' Rated Flow (Established by approval agencies) 69 35 Cc 4000 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless oth- erwise specified, the assembly shall be mounted at a minimum of 12(305mm) and a maximum of 30(762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2 75 112 149 224 115 173 230 346 198 298 397 595 6' 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 PROTECTIVE ENCLOSURE T 12 MIN. 30' MAX. SUPPORT <',= DIRECTION OF FLOW MAIN INLET OUTDOOR INSTALLATION VERTICAL INSTALLATION SPECIFICATIONS The Double Check Detector Backflow Preventer shall be ASSE® Listed 1048, and supplied with full port OS&Y gate valves. The main body and access covers shall be epoxy coated cast iron (ASTM A126 Class B), the seat ring and check valve shall be cast bronze (ASTM B 584), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Preventer shall be a WILKINS Model 950DA. Page 2 of 2 WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com FireLock® V27, K5.6 Models V2703, V2707, V2704, V2708 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response (4 -- - V"_0 V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent \4taulicf 40.10 Technical Specifications: Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2713 mm K Factor: 5.6 Imp./8.1 SI.1 Nominal Thread Size: ½ NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% © 500 psi/3450 kPa Approvals/Listings: CE 0786 See Victaulic Publication 10.01 for more details. Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides Up to /4719 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. ii Exaggerated for clarity Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. \%taulicl 1 victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS C11000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: LII Standard: 5.0 mm LII Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Beryllium nickel Seal: Teflon2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Installation Wrench: Open End: V27 Recessed: V27-2 Sprinkler Finishes: El Plain Brass El Chrome plated LII White painted3 El Black painted3 Custom painted3 Proprietary Nickel Teflon2 coating3 VC-250 155, 200, 286 SR Only: El Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont co. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. 40.10 2544 Rev. i updated 07/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 victaulic.com I Sprinklers I FireLocke I K5.6, V27 I Publication 40.10 Approvals/Listings: Model 14 ____________ ____________ ____________ ____________ APPROVALS/LISTING S V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) 1/2" 1/2" 1/2° 1/2" 1/2" 1/2" Orifice Size (mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.1.5 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type upright Pendent Recessed upright Pendent Recessed Pendent Pendent Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/570C 135°F157°C 155°F/680C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/680C 135°F/57°C cULus 175°F/790C 175°F/79°C 1750F/790C 175°F/79°C 175°F/79°C 155°F/68°C 2007/93°C 200°F/930C 200°F/93°C 200°F/93°C 200°F/930C 175°F/79°C 286°F/1410C 286°F/141°C 286°F/1410C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C 135°F157°C 135°F/570C 135°F/57°C 135°F/570C 155°F/68°C 155°F/68°C 1350F/57°C 155°F/68°C 155°F/68°C 135°F/57°C FM 175°F179°C 175°F/790C 155°F/68°C 1 75°F/79°C 175°F/790C 155°F/68°C 200°F/930C 200°F193°C 175°F/790C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/1410C 286°F/1410C 200°F/93°C 286°F/141°C 286°F/1410C 200°F/93°C 360°F/1820C 360°F/1820C 135°F/57°C 1350F/570C 135°F/57°C 1350F/570C 1350F/570C 155°F/68°C 155°F/680C 155°F/68 °C 155°F/68°C 155°F/68°C 135°F/570C NYC/MEA 62-99-E 175°F/790C 175°F/790C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/1410C 286°F1141°C 286°F/141°C 286°F/1410C 286°F/141°C 200°F/93°C 360°F/1820C 360°F/1820C 135°F/570C 1350F/57°C 1350F/57°C 135°F/57°C 135°F/57°C 155°F/680C 155°F/68°C 155° F/68°C 155°F/68°C 155°F/68°C 135°F/570C CSFM 7690-0531:112 175°F/79°C 1750F/79°C 175°F/79°C 1750F/790C 175°F/79°C 155°F/68°C 200°F/930C 200°F/930C 200° F/93°C 200°F/93°C 200°F/93°C 1750F/79°C 286°F/141°C 2860F/141'C 2860F/1410C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 1550F/680C 1350F/570C LPCB 1750F/790C None None 155°F/68°C None None 200°F/93°C 1750F/79°C 286°F/141°C 200°F/93°C 360°F/1820C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 155°F/68°C 1550F/680C 135°F/57°C VNIIPO 1750F/790C 1750F/79°C 1550F/680C 1750F/79°C 1750F/790C 155°F/68°C 200°F/93°C 200°F/930C 1750F/79°C 200°F/930C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/1410C 200°F/930C 2860F/1410C 286°F/141°C 200°Ff93°C 360°F/182°C 360°F/182°C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68°C 155°F/68°C None 1550F/680C 155°F/68°C None 200°F/93°C 200°F/930C 200°F/93°C 200°F/930C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VdS 175°F/79°C None None 1750F/79°C None None 200°F/93°C 200°Ff93°C 2860Ff141°C 286°F/1410C 360°F/1 82°C 135°F/57°C 135°F/57°C 155°F/68°C 155°Ff68°C CE 175°Ff79°C None None 175°F/790C None None 200°F/93°C 200°F/93°C 286°F/141°C 286°Ff141°C 360°Ff1820C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with 1/2" adjustment escutcheon only - quick response Note Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Dimensions: 2 3/8 7 r 60 mm 1 /8 '/ 41 mm 60 Standard Pendent - Standard Upright - V2707, V2708 V2703, V2704 1147 17mm 30 mm P~ , _ 75 mm MAXIMUM EXTENSION W Adjustment Recessed - V2707, V2708 (drawing not to scale) 23/a"/60 mm Max. Hole 2-751 mnn ole Typical Ceiling Tile 24 T1 mm N67 mm 24 rnm \—Finished Surface MAXIMUM RECESS 2iU/ - 75 mm MAXIMUM EXTENSION 3/4" Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 JtauIicr victaulic.com I Sprinklers I FireLockw I K5.6, V27 I Publication 40.10 Distribution Patterns; Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa 2' 4' 6 8' 10' 12' 14' aan, 12n, I.S. 2.4m 3,5,,, 3.7,,, 4.3,,, Models V2703, V2704 K5.6 Standard upright Distribution Patterns - Trajectory 3.0m 2.4n, 6' len, 4, 1.2m 2' 0.6n, [0 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa 2' 4' 6 8' 10' 12 14' le' 0.5,,, 1.2,,, iOn, 2.4,,, 3.5,,, 3.7. 4.3,,, 4.9,,, NOTES: Data shown is approximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 5 \)'tauIIc. victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Ratings: Available Wrenches: All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature —_F/C Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135 F/57 C 100 Ff38 C Orange Ordinary C 155 F/68 C 100 F/38 C Red Intermediate E 175 F/79 C 150 F/65 C Yellow Intermediate F 200 Ff93 C 150 Ff65 C Green High J 286 Ff141 C 225 F 8f107 C Blue Extra High K 360 F/182 C 300 Ff149 C Purple - M Open - No Bulb ° Standard response only. 8 150/65 if wax coated. V27-2 Recessed V27 Open End V2707,V2708 Pendent / / V2707,V2708 Recessed Pendent / - V2703, V2704 Upright WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. ID Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: I ME 001-610-559-3300. Installation Reference should always be made to the -40 Victaulic FireLock Automatic Sprinklers Installation and Maintenance Sheet for the product you are installing. This installation sheet is included with each shipment of Victaulic products for complete installation and assembly data, and is available in PDF format on our website at victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic is a registered trademark of Victaulic Company. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 1/tauiic. Bull Moose Tube'sO Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tubes made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. c®us LISTED APPROVED (I I NFPA 4 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/Fl WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 1-1/4 1.660 1.442 9.91 1.81 lbs/ft 2.518 61 11/2 1.900 1.682 776 209 lbs/ft 3.053 61 2 2.375 2.157 6.27 2.64 lbs/ft 4.223 37 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 3 * 3.500 3.260 3.54 4.34 lbs/ft 7.957 19 4 4.500 4.260 2.50 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WATER FILLED BUNDLE WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 1-1/4 1.660 1.380 1.00 2.27 lbs/ft 2.918 51 1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2 2.375 2.067 1.00 3.66 lbs/ft 5.114 30 2-1/2* 2.875 2.468 1.00 580 lbs/ft 7.875 30 3° 3.500 3.068 1.00 7.58 lbs/ft 10.783 19 4* 4.500 4.026 1.00 10.80 lbs/ft 16.316 19 Only available in Casa Grande ,AZ **(000sjofl Resistance Ratio per latest UL Directory listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 C~S, saIes@bullmoosetube.com 1819 Clarkson Road U Chesterfield, MO Gerald, MO test. WA Casa GrandU AZ Dallas, IX Masurg OH 63017 Dull Moose Tube's®Eddythread40 ADVANTAGES OF BULL MOOSE TUBE® EDDVTHREAD 40® I) is a lightweight replacement for • Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion • Has a pressure rating of 300 psi. Resistance Ratio of 1. • Is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. Is produced in accordance to ASTM Al 35 and A795 Type E, Grade A. Can be used with standard Schedule 40 threaded fittings, couplings, and valves. Is produced from steel with excellent properties of strength and threadability. Can be used in wet, preaction, and deluge type sprinkler systems. Can be hot dipped galvanized to meet FM's requirement for dry systems. Offers lower freight costs. Supplied with EDDY GUARD H® MlC preventative coating. EODYTHREAD 40® SPECIFICATIONS c®us LISTED NOMINAL PIPE O.D. I.D. WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR° LB./FT WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 1-1/4 1.650 1.418 1.00 2.070 2.754 51 1-1/2 1.900 1.654 1.00 2.547 3.468 44 2 2.375 2.123 1.00 . 3.308 4.842 30 *Corrosion Resistance Ratio per latest lii Directory Us5ng PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. APPROVifi 51 A., FSA NFPA' Q1 For Additional Information Contact (800) 325-4467 www.buUmoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald MO Kent WA Casa Grand AZ Dallas TX Masury, OH 63017 5 Bull Moose Tube's® Eddylitee is a lightwall threadable pipe manufactured in NPS 1 'through 2". Eddylitee is a truly unique product within the fire protection industry. This product has been engineered to provide lower cost fire protection systems without compromising service life, adequate wall thickness, or standard outside diameter. EddyliteO is manufactured to meet the requirements of ASTM Al 35 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters laboratories (for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less. c®us LISTED APPROVED NFPA 6 ADVANTAGES OF BULL MOOSE TUBEO EDDVLITE Standard outside diameter, unlike some other lightwall threadable pipe products. lighter in weight than Schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASIM Al 35 minimum yield requirements. Can be used with standard couplings, fittings, and valves. Freight savings. lower sprinkler system costs without compromising service life. Better hydraulics than Schedule 40. Wall thickness and weight close to Schedule 30; compare to other lightwall threadable water filled products with wall thickness less than Schedule 101 CORROSION RESISTANCE RATIO (CRR) NOMINAL STANDARD INSIDE UL UL WEIGHT WATER BUNDLE PIPE SIZE (IN) O.D. (IN) DIAMETER (IN) THREADED UNTHREADED PER FT. FILLED SIZE 1.315 1.137 0.13 7.47 1.260 1.700 91 1-1/4 1.660 1.482 0.08 4.79 1.617 2.364 61 1-1/2 1.900 1.712 0.12 4.53 1.967 2.965 61 2 2.375 2.177 0.16 4.31 2.617 4.230 37 Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Q For Additional Information Contact (800) 325-4467 wWw.bullmoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grand AZ Dallas, TX Manutg OH 63017 Dull Moose Tube's® Eddy Flow® ADVANTAGES OF BULL MOOSE TUBE® EDDY FLOW® I.) is a specially engineered Certified to ASTM Al 35 and A795 Type E, Grade A. replacement for Schedule 10, FM approved for roll grooving and welding for use in wet systems. offering better flow characteristics UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type while providing design flexibility, sprinkler systems. This product is FM approved, as well Lightweight - saves shipping costs and offers easier handling. as UL listed (for U.S. and Canada) Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. for roll grooving and welding. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. As an added benefit, it is more Supplied with EDDY GUARD Il® MIC preventative coating. economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, NPS O.D. EDDY FLOW® EDDY FLOW® WEIGHT WATER FILLED BUNDLE Eddy Flows® larger ID provides SIZE (IN) (IN) (ID) CRR* PER FT. WT. SIZE an opportunity for downsizing and further cost savings, 1-1/4 1.660 1.530 1.98 1.222 2.019 61 1-1 1.900 1.728 3.44 1.844 2.860 61 2 2.375 2.203 2.78 2.330 3.982 37 2-1/2 2.875 2.705 1.66 2.809 5.299 30 3 3.500 3.334 1.00 3.361 7.144 19 : 4.500 4.310 ' 1.00 4.968 11.290 19 Corrosion Resistance Ratio per latest UI. Directory listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. c®us LISTED APPROVE) [;] 4f4 NFPA' For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com U 1819 Clarkson Road chesterfield, MO Gerald, MO Kent, WA Casa Grande,AZ Dallas IX MasuW OH 63017 Dull Moose Tubes® Ultra Eddy is ADVANTAGES OF BULL MOOSE TUBED ULTRA EDDY I) a versatile product that can be • Certified to ASTM Al 35 and A795 Type E, Grade A. roll grooved, welded, and used with • FM approved for roll grooving and welding for use in wet systems. Pressfit* Products. • UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, offers easier handling. Multidimensional: Can be used with all Schedule 5 approved roll grooved, welding and Pressfit* Products for pressures up to 175 psi. Designed to generic Schedule 5 tolerances for easy interchangeability with all approved or listed fittings. Can be supplied roll grooved or plain end. With a larger ID than other products on the market today, Ultra Eddytm offers substantial improvements in hydraulics. This improvement allows for downsizing within the system which offers the opportunity for additional cost savings. Can be hot dipped galvanized to meet FM'S requirement for dry systems. NPS O.D. ULTRA ULTRA EDDY0 WEIGHT WATER BUNDLE (IN) (IN) EDDY® (ID) CRR** PER FT. FILLED WT. SIZE 1.315 1.201 2.17 .868 1.359 91 1-1/4 1.660 1.546 1.40 1:107 1.920 61 1-1/2 1.900 1.786 1.11 1.274 2.360 61 2 2.375 2.261 1.00 1.604 3.344 37 Pressfit is a Registered Trademark of Victaulic Company of America Corrosion Resistance Ratio per latest UL Directory Listing c®us LISTED APPROVED I] 4 ONFSA NFPK 8 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grande AZ Dallas, TX Masury, OH 63017 NPS(IN) 1 1-1/4 1-1/2 2 2-1/2 c®us LISTED 0.0(i) 1.315 1.660 1.900 2.375 l.D.(in) 1.201 1.546 1.786 2.261 ULTRA EDDYO Empty Weight (lb/ft) -. 0.868 1.107 1.274 1.604 Water-Filled Weight Ob/ft) 1.359 1.920. 2.360 3.344 (RH. 2.17 1.40 1.11 1.00 00 (in) 1.660 1.900 2.375 2.875 3500 4.500 D(in) - 1.530 1.728 2.203 2.705 3.334 4.310 Empty Weight Ob/yt) 1.222 1.844 2.330 2.809 3.361 4.968 EDDY FLOWS Water Filled Weight (lb/It) 2.019 2.860 3.982 5.299 7.144 11.290 c.R. 1.98 3.44 2.78 1.66 1.00 1.00 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I 1.097 1.442 1.682 2.157 2.635 3.260 4.260 SCHEDULE :ErnptyW&ghtub,ftl 1.410 1.810 2.090 2.640 3.530 4.340 5.620 il/ater-FllledWeight(lb/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 CRR. 1527 991 776 627 492 354 250 OD He) 1 315 1 660 1 900 2375 ID(in) 1137 1482 1712 2177 LEDDY'LITIE-[ tmptyWeightOb/It)1 260 1 617 1 967 2 617 Water-FilledWeightHb/tt) 1.700 2.364 2.965 4.230 .. J C.R.R.013 008 012 016 1.295 1.650 1.900 2.375 IDt)fl) 1 1.083 1.418 1.645 2.123 EDDYTHREAD Empty Weight (lb/It) 1.461 2.070 2.547 3.308 40 Water-Filled Weight (lb/ft) 1.860 2.754 3.468 4.842 r (HR 100 100 100 100 I C.D.(in) 1,315 1.660 1.966 2375 2875 3.500 4.500 I ID(o) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 I SCHEDULE Empty Weight(lb/ft 1.680 2.270 2.720 3.660 5.800 7.580 10.800 40 I WaterHlled Weight Ob/ft 2.055 2.918 3.602 5114 7.875 10.783 16316 1.00 1.00 1.00 1.00 1.00 - 1.00 - 1.00 c>ID For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@buUmoosetube.com 1819 Clarkson Road U Chesterfield, MO Gerald. MO Kent. WA Casa Grande, AZ Dallas, TX Masurt OK 63017 9 APPR0V i:; NFPX 91 1,659 1,896 1,975 91 2,695 3,079 3,208 91 2,408 2,752 2,867 70 2,148 2,454 2,557 70 2,470 2,822 2,940 61 1,418 1,621 1,688 61 1,565 1,789 1,864 61 2,319 2,650 2,760 61 2.071 2,367 2,466 51 2,217 2,534 2,639 Si 2,431 2,778 2,894 61 1,632 1.865 1,943 61 2,362 2,700 2.812 61 2,677 3.060 3,187 61 2,520 2,880 3,000 44 2,353 2,690 2,802 44 2,513 2,872 2.992 37 1,246 1,424 1,484 37 1,810 2,069 2,155 37 2,051 2,344 2,442 37 2,033 2,324 2,421 30 2,084 2,382 2,481 30 2,306 2,635 2,745 1,770 2,022 2,107 30 2,224 2,542 2,648 3.654 4,176 4.350 1,341 1,533 1,596 19 1,732 1,979 2,062 3,024 3,456 - 3,601 1,982 2,265 2,360 19 2,242 2,563 2,670 4,309 4,925 5,130 10 1,951 2,229 2.322 7 2,490 2,846 2,965 ULTRA EDDY- 0.868 SCHEDLItElO' 1.410 EDDYLITr 1.260 EDDYTHREAD 40e 1.461 SCHEDULE 40 1.680 ULTRA EDDYO 1.107 EDDY FLOWZ 1.222 SCHEDULE 10 ii 1.810 11/4 EDDYLITE° 1.617 EDDYTHRE4D4O 2.070 SCHEDULE 4O 2.270 ULTRA EDDY9 1.274 EDDY FLOWO 1.844 SCHEDULE ii' 2.090 11/2 EDDYLITEn 1.967 I'1DDYTHREAD 40 2.547 SCHEDULE 40 2.720 1 L ULTRA EDDY' 1.604 EDDY FLOW 2.330 SCHEDULE 10 2.640 2 EDDYLITEb 2.617 EDDYTHREAD4o 3.308 4 . SCHEDULE40 3.660 EDDY FLOW .. 2.809 2-1/2 SCHEDULE 10 - 3.530 SCHEDULE 40* 5.800 EDDY FLOW, 3.361 3 SCHEDULE 10. 4.340 .4, SCHEDULE 7.580 EDDY FLOWS, 4.968 4 I: SCHEDULE 10, 5.620 SCHEDULE 49* 10.800 SCHEDULE10.. 9.289 8 iL. - 16.940 * Only Available in Casa Grande, AZ. c®us LISTED APPROYBI oiw:m NFPA' 10 NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE C~3' BULL. MOOSE TUBE COMPANY 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 IBC (ASCE 7-05 ) & Cp for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. 25 ft. 30 ft. 35 ft. 40 ft. 0.25 1 0.50 1 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 1/4 136 109 89 76 64 40 40 37 32 29 26 24 23 21 20 19 18 11/2 232 185 152 130 109 40 40 40 35 31 29 27 25 23 22 21 20 2 372 297 244 209 175 40 40 40 38 34 31 28 27 25 24 23 22 21/2 549 440 360 309 258 40 40 40 40 36 32 30 28 26 25 24 23 3 809 648 531 455 381 40 40 40 40 37 34 31 29 28 26 25 24 4 1 1544 1 1235 1 1012 1 867 1 726 40 40 40 1 40 1 40 1 37 34 32 30 29 28 26 Bull Moose Tube EDDYTHREAO 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 IBC (ASCE 7-05) & Cp for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. 25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 119 95 78 67 56 40 40 36 1 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 1 40 40 40 35 31 28 26 25 23 22 21 20 11/2 312 250 205 175 147 40 40 40 37 33 30 28 26 25 23 22 21 2 518 414 339 291 243 40 40 40 40 36 33 30 29 27 26 24 23 c®us LISTED 4> APPROVED U;]A=', ONFSA NFPA Q For Additional Information Contact (800)325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkoon Road Chesterfield. MO Gerald MO Kook WA Casa Grand AZ Dallas TX Masury, OH 63017 11 STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating ½, 3,4, and 1/15, 20 and 25 mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1'% through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2O68kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade 'E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Pam___________ Location Date Approved www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. G 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED, REV_G 4tauIic 10.52_i IPS CARBON STEEL PIPE. HOLE CUT PRODUCTS 10.52 I ' 1lr460h6ur.ITii1Irniy(,li. WIN _770 -- [-= I .. ... 114 1/2 3A6 1.30 1.83 1.10 3.87 2.56 1.0 32 15 30.2 33.0 46.5 27.9 I 98.3 65.0 0.45 + S + '/4 13A6 1.28 1.83 1.10 I 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 1/6 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 1 38.6 1.42 55.4 1.95 27.9 1.22 98.3 4.08 65.0 2.56 0.54 1.2 1½ 1h 40 15 30.2 ' 36.1 49,5 31.0 ,j 103.6 65.0 , 0.54 3/~ 1A6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 1,46 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 1146 41.7 1.66 58.4 2.19 31.0 1.46 103.6 4.60 65.0 2.56 0.59 1.3 2 1/2 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 + . . .. . 3/4 1146 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 650 064 4. . 1 1 /6 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 1146 47.8 1.91 64.5 2.44 37.1 1.71 116.8 5.40 65.0 2.56 0.68 1.6 2½ 1h 65 15 30.2 48.5 62.0 43.4 137.2 65.0 , 0.73 3/4 1/6 . 1.89 2.44 1.71 5.40 I 2.56 1.6 20 30.2 48,0 62.0 43.4 137.2 65.0 0.73 1. 1 1A6 2.13 2.79 1.71 5.40 2.56 T 1.6 25 30.2 1146 54.1 1.91 70,9 2.44 43.4 1.71 137.2 5.50 65.0 2.56 0.73 1.6 ½ 76.1 mm X 15 30.2 , 48.5 L.29 4+4 139.7 65.0 + 0.73 - 14 1146 { 1.89 2.44 1.71 5.50 2.56 1.6 20 30.2 48.0 I 62.0 43.4 i 139.7 65.0 0.73 1 13/16 ' 2.13 2.79 1.71 5.50 2.56 ( 1.7 25 30.2 . 54.1 70.9 43.4 139.7 1 65.0 0.80 FireLock® Outlet-I STYLE 922 DIMENSIONS F- ill II 1• t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. *Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com vIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.52_2 v4tauiicr REV.G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 PERFORMANCE Hazen-Williams coefficient of friction is 120 www.victaulic.com \JtauIicr VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV.G 10.523 STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 Am—taulic' VICTAULIC IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. 20 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. 10.52 Ductile Iron Threaded Fittings - i. 1 .1 - . .•• k ; IV -...- •--- .;/ - ' -- , 4C SMTHCOOPER® INTERNATIONAL Ductile Iron Threaded Fittings [Specifications - branded ductile iron threaded fittings are UL Listed and FM Approved at 50) psi Rated to 300 WSP Ductile iron castings conform to ASTM A536 c @us USTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 <FM> Fittings are 100% air :ested APPROVED NPT threads on all fittings conform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilit es are ISO 9001:2008 and ISO 14001 Temperature Degrees F Working Pressure, Nenshock psiG 300# Class Threaded Fittings -20:100 500 - 500 150 230 250 350 300 480 460 420 400 380 400 450 500 360 550 - 340 320 300 600 E50 c®uS <E> APPROVED LISTED Fig. 35E 3900 Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 1 35E 3004 35E 3006 1.13 1.31 1.50 1.75 1.94 2.25 100 70 200 140 0.3 0.5 35E 3010 35E 3012 40 80 1-1!4 25 18 50 36 20 0.8 - 1.1 1-1/2 35E3014 35E 3020 2 10 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Size in Part Number A in B in Packing Weight lb Inner I Master 3/4 x 1/2 35RE3006004 1.20 1.22 80 70 -160 0.3 1x1/2 35RE3010004 1.26 1.36 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 - 0.4 11/4x1/2 35RE3012004 134 153 35 70 05 1-1/4 x 3/4 1-1/4x1 35RE3012006 35RE3012010 1.45 1.63 35 70 0.6 1.58 1.67 30 60 0.7 1-1/2x1/2 1-1/2x 3/4 35RE3014004 35RE3014006 358E3014010 35RE3014012 1.52 1.75 30 60 0.6 1.52 1.65 1.82 1.75 25 20 50 40 0.7 1-1/2x1 1.80 0.8 1-1/2x 1-1/4 1.88 18 36 1.0 2 x 1/2 358E3020004 35RE3020006 1.60 1.97 18 36 1.0 2x3!4 1.60 - 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1 1/4 35RE3020012 190 - 210 12 24 13 2x1-1/2 2-1/2x1-1!2 35RE3020014 2.02 - 2.16 - 10 20 1.5 35RE3024014 2.16 2.39 2.51 6 6 12 12 2.2 2-1/2x2 35RE3024020 2.60 2.5 Fig. 35RE3 - 900 Reducing Elbow Fig. 35F3 -45° Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 - 1 1-1/4 1-1/2 2 35F 3004 0.88 150 300 0.2 35F 3006 35F3010 35F3012 35F3014 35F3020 0.98 1.13 80 160 0.3 40 80 50 0.5 1.29 25 0.7 1.44 1.69 20 10 40 20 1.0 1.6 2-1/2 35F 3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number ________ A in Packing Weight lb Inner Master 1/2 3513004 35T 3006 1.13 80 160 0.3 3/4 1.31 30 60 0.5 1 35T 3010 35T 3012 35T3014 1.50 25 50 0.7 1-1/4 1-1/2 - 1.75 10 20 1.1 1.94 10 20 1.5 -- 2 2-1/2 3513020 3513024 2.25 6 12 2.4 2.70 4 8 4.3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com C®uS <E> APPROVED Fig. 35RT3 - Reducing Tee LISTED Size in Part Number A in B in C in Packj_ Weight lb Inner Master 3/4x1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 ix 1/2 35RT3010004 1.26 1.26 1.36 30 60 0.6 1xl/2x1 35R13010004010 1.50 1.36 1.50 30 60 0.6 - 1 x3/4 35RT3010006 1.38 1.38 1.45 25 50 0.6 1x3/4x3/4 1 4X 35RT3010006006 1.38 1.50 1.31 1.45 1.45 1.50 35 25 70 50 0.6 0.7 35R13010006010 1-1/4x1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-114x1/2x1-1/4 1-1/4x3/4 35R13012004012 1.75 145 1.53 1.45 1.75 1.62 25 15 50 30 0.9 0.9 - 1.0 - 35RT3012006 1-1/4x3/4x1-1/4 1-1/4x1 35R13012006012 1.75 1.62 1.75 20 40 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-i/4xixl/2 35R13012010004 1.34 1.26 1.53 25 50 0.7 1-1/4x1x3/4 35R13012010006 1.45 1.38 1.63 20 40 0.8 1-114x lxi 35R13012010010 1.58 1.50 1.69 20 40 0.9 1-1/4x1x1-1/4 1-1/2x1/2 1-1/2x1/2x1-1/4 35RT3012010012 1.75 1.41 1.69 1.41 1.75 15 30 32 1.0 1.0 35RT3014004 1.66 16 35RT3014004012 1.81 1.56 1,88 24 48 1.1 1-1/2x1/2x1-1/2 35RT3014004014 1.94 1.66 1.94 12 24 32 1.2 i-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 1.1 1-1/2x3/4x1-1/4 1-1/2x3/4x1-1/2 35RT3014006012 1.94 1.66 1.88 1.94 20 40 36 1.1 35RT3014006014 1.94 1.75 18 1.2 1-1/2x1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x 3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1x1 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2xlx1-1/4 35R13014010012 1.82 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 1-1/2x1-1/4 35RT3014012 1.82 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4 x3/4 35R13014012006 1.52 1.45 1.75 - 16 32 1.0 1-1/2x1-1/4x1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 i-1/2x1-1/4x1-l/4 35RT3014012012 1.82 1.75 1.88 14 28 1.3 1-1/2x 1-1/4x 1-1/2 2x1/2 35RT3014012014 35R13020004 1.94 1.49 1.88 1.94 1.88 14 10 28 1.4 1.5 1.49 20 2x 3/4 2x1 35RT3020006 35RT3020010 1.60 1.60 1.97 10 20 1.6 1.73 1.73 2.02 8 16 1.7 2 x 1 x 2 35R13020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 2x1-1/4x2 35RT3020012 1.90 1.90 2.10 2.25 8 8 16 16 1.9 351RT3020012020 2.25 2.10 2.0-.-2.1 2 x 1-1/2 35F1T3020014 2.02 2.02 2.16 8 16 2x1-1/2x1/2 35R13020014004 749 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35R13020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 2x1-1/2x1-1/4 35R13020014010 35R13020014012 1.73 1.90 1.65 1.82 2.02 8 -. 816 8 16 1.5 1.7 2.10 2x1-1/2x1-1/2 35RT3020014014 2.02 1 1.94 2.16 16 1.8 I Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1 35B13006010 1.45 1.45 1.37 30 60 0.6 1x1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1 x 1-1/2 35B13010014 1.80 1.80 1.65 15 30 1.0 1-1/4xixl-1/2 35813012010014 1.88 1.80 1.82 15 30 1.2 1-1/4x1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 358T3012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35813014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35B13014020 2.16 2.16 2.02 8 16 1.8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 8904456 9 www.smithcooper.com 112 Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 -120 0.3 lx 3/4 35RC3010006 1.69 60 0.4 1-1/4 x 3/4 35RC3012006 2.06 40 80 - 0.6 2x 1 (not -he xj) I 35RC3020010 2.81 20 40 1.0 U11 Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35NB3010004 - 1.06 180 360 0.2 1 x3/4 35HB3010006 1.06 1.19 180 360 0.1 1-1/4x1 35HB3012010 90 180 0.2 1-1/2x 1 35HB3014010 1.25 - 1.25 75 150 0.4 0.3 0.6 1-1/2x1-1/4 35HB3014012 75 150 2x1 35HB3020010 1.38 40 80 2x1-1/4 35HB3020012 35H83020014 1.38 1.38 40 80 80 0.6 0.6 2x 1-1/2 40 Fig. 355P3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 35SP3004 35SP3006 0.94 1.12 600 350 1200 700 0.07 0.1 1 35SP3010 35SP3012 35SP3014 353P3020 1.25 1.37 200 100 400 200 0.1 1-1/4 0.3 1-1/2 1.44 1.50 80 160 0.4 2 45 90 0.6 ID C&US <~> - APPROVED A Fig. 3503 - Straight Coupling with Ribs LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 1 1-1/4 35CP3004 1.38 1.63 1.75 -2 0-0 200 400 200 0.1 0.2 35CP3006 35CP3010 35CP3012 100 60 120 0.4 0.5 35 70 1-1/2 35CP3014 35CP3020 _35-CP3024 2.19 2.62 25 50 0.7 1.2 2.2 2 15 9 30 18 2-1/2 3.00 Fig. 35RC3 - Hex Reducing Coupling Fig. 35HB3 - Hex Bushing Fig. 35U 3- Union with Brass Seat Size in Part Number _______________ A in Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 30 1.0 1-1/4 1-1/2 35U 3012 2.50 15 1.2 35U 3014 35U3020 2.62 3.12 10 20 1.7 2 6 12 2.4 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com A A Size in Part Number A in Packing Weight lb Inner Master 1 1-1/4 35X 3010 35X 3012 150 1.75 20 12 40 24 0.9 1.4 1-1/2 2 35X 3014 35X 3020 1.94 2.25. 8 16 1.8 6 12 2.8 Size in Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 1 35C3010 1.16 110 220 0.2 1-1/4 35C 3012 1.28 70 140 0.4 - 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 0.8 2-1/2 35C 3024 1.70 18 36 1.6 Fig. 35BC3 - Beam Clamp II ceus APPROVED A A Fig. 35X 3- Cross LISTED Fig. 35RX3 - Reducing Cross Size in Part N umber u e A in B in Packing Weight lb Inner Master 1-1/4x1 35RX3012010 1.67 1.58 15 12 30 1.2 1.4 1-1/2x1 35RX3014010 1.80 1.65 24 2 x 1 35RX3020010 2.02 1.73 8 16 2.0 Fig. 35C 3- Cap Size in Part Number A in Packing Weight lb Inner I Master 3/8 1/2 35803003 35BC3004 0.75 100 80 200 0.3 0.5 0.75 160 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smirhcooper.com 114 INSTALLATION STEPS - !A%Li INTO WOOD & STEEL: IINSTALT10N STEPS - _IJ1i1J INTO WOOD & sii Insert the appropriate nut driver into a 3/8" or 1/2"portable drill. Insert the SAMMYS* into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4' 3/8", 112" or metric all thread rod, bolt stock. (The 112" requires the #14S W 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. Yr,I H1fl;tL iT11 I. Insert the appropriate nut driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins freely on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 3/8", Mb, M8 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 tbs. for maximum pullout in puriin steel. INSTALLATION STEPS - c! INTO CONCRETE:] Using an SDS 250 carbide tip bit ore HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammer/rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). Insert the CST screw into the nut driver. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. The concrete screw is ready to receive 1/4", 3/8", 1/2", or metric all thread rod or belt stock. (#I4SW red nut driver used with 1/2"screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the screw [INSTALLATION STEPS - •j1 INTO CONCRETE: Using an SDS 250 carbide tip bit or HEX RECEIVER with a #250 carbide lip bit, pre-drill the concrete member to a depth of 2" with a hammerl rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #I4SW(red) nut driver (p/n 8114910) into the opposite end. Insert the SWC screw into the nut driver. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. The SWC screw is ready to receive 1/4", 318" or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the fastener Miami -Ell Im- M-, M-11110 "Jim al M 1170 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and sate 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. II 1/4" 8024957 DSTR 100 * 1/4-20 x 1"TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 114 8025957 DST 100 1/4-14 x 1"TEKS 3 446 Q0 ga.) .036"-20 ga 3/16" 25 125 1/4" 8026957 DST 150 1/4-14 x 1-1/2" TEKS 3 970 (16 ga.) .036"-20 ga 3116" 25 125 1/4" 8027957 DST 2'00 1/4-14x2"TEKS3 446 (209a) .036"-20 ga 3/16" 25 125 1/4" 8030957 TEK500 12-24x1-1/2"TEKS5 3125 (3/161) .188"-3/16" 1/2" 25 125 - 3/8" 8038957 DSTR 1" 114-20x1"TEKS3 - 1510 (20ga.) - 1500 1475 .036"-209a 3/16" 25 125 c8 3/8" 8037957 DSTR 1-1/2" 12-24 x 1-1/2" TEKS 5 1510 (3/16") 1500 1475 .060"-16 ga. 1/2" 25 125 3/8 8039957 DSTR 516 5/16 18 xl 1/4 TEKS 3 2200 (20 ga) 1500 1475 .036'.20 ga 3/16 25 125 3/8" 8040957 DST 10 1/4-14 xl" TEKS 3 r " 3/8 8077925 DST 10-SS 1/4-14 xl TEKS 3 3/8" 8041957 DST 15 1/4-14 x 1-1/2 TEKS 3 3/8" 8078925 DST 15-SS 1/4-14 x 1-1/2"TEKS 3 3/8" 8042957 DST 20 1/4-14 x 2" TEKS 3 3/8" 8043957 DST 25 1/4-14 x 2-1/2" TEKS 3 3/8" 8044957 DST 30 1/4-14 x 3" TEKS 3 "L 8045957 DS1516 511618x1 1/4TEKS3 1500 (3/16) 1500 1475 .. 3/8" 8046957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 (3/16") 1500 1475 - 1/2" 8031925 DST 2.0 1/4-14 x 2" TEKS 3 1/2" 8033925 DSTR 1.0" 1/4-20x1"TEKS3 1510 (209a.) 1/2" 8034925 DSTR 5.16 5/16-18x1-1/4"TEKS3 2220(2004.) 1/2" 8035925 DST 5.16 5/16-18 x 1-1/4" TEKS 3 1500 (3/16')- i —Y 8036925 1EK50 1224x11/2 TEKS 5 3125(3/16) "Includes retaining nut #14 Black Nut Driver Part # 81139/0 A -#14 SW Red Nut Driver Part # 8114910 .036"-20 ga 3/16" 25 125 .036-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16" 25 125 .036"-20 ga 3/16 25 125 036"-20 ga 3/16" 25 125 .125"-1/8" 3/16" 25 125 .250"-1/4" 1/2" 25 125 .188-3/16" 1/4" 25 125 .036"-20 ga 3/16 25 125 .036"-20 ga 3/16" 25 125 .125-1/8 3/16" 25 125 .188"-3/16" 1/2" - 25 125 SAMMYS FOR STEEL "Made with Tekse self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 1/2" thicknesses. Saves time from traditional methods. Reduces installation costs. "Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. "Made in the U.S.A. @7= Watdi a vio demonst,ation at dex.com () each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins V SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation IMomw UBA free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. AT!Q7LA1QTh7 ® Made with Teks° self-drilling fasteners - no pre-drilling required. , Installs into steel range from 20 gauge - 1/2° thicknesses. * ' d c \ A standard screwgun with a depth sensitive nosepiece should be used to r install Teks. For optimal fastener performance, the screwgun should be a v minimum of 6 amps and have an RPM range of 0-2500. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. Waioh a eodemonstianat Made in the U.S.A. www.itwbulldex.com Approvals 'Rod Size Part Model Number Scre , w Descriptions Ultimate UL Test FM Test Min Max Pullout (lbs) Load (lbs) Load (lbs) Thickness Thickness Box Qty Case Qty I Lie - 1/4" 8047957 SWD 100 1/4.14 xr TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 1/4 8049957 SWDR 100 1/4-20 x V TEKS3 1900 (2090 036 --2O ga 3/16 25 125 3/8" 8050957 SWD 10 1/4-14 a 1" TEKS 3 1477 (16 ga.) .060"-16 ga 3/16 25 125 r —Y-87 8080925 SWD 1 04 1/4-14x rTEKS3 1477 (16 ga:) .. .060-16ga 3/16" 25 125 318" 8051957 SWD 15 1/4-14x 1-1t2"TEKS 3 1477 (16 ga.) .060-16 ga 3/16" 25 125 L 3/& 8052957 SWD2O 1/4-14x2"TEKS3 1477 (l6gaj .060-l6ga 3/16" 25 125 3/8" 8053957 SWD5I6 5/16-180-1/4'TEKS3 2480 (20 ga.) .036'-20ga 3/16" 25 125 4'L 8055957 SWDRI 1/420x1 TEKS3 1900 (2Oga) 1500 1475 036 20ga 3/16 25 125 #14 SW Red 4.azOa 3/8 8054957 SWDR 11/2 1224 xl 1/2 TEKS 5 2375 (3/16) 1500 1475 .188%3116" 1/2 25 125 Nut Driver 3/8 8056957 SWDR516 566-18-.x 1 1/4 TEKS3 2480 (20 ga) 1500 1475 036 20ga 3/16 25 125 Part #8114910 -- 3/• 8057957 SWr15 12-24 x1-1/TTEKS 5 2375(3/16") .188"-3/161/2 25125 'Includes retaining nut Application #14 Black Nut Driver 3/8' 8137957 SH-DSTR 1- Part # 8113910t - I 4 3/8 8268957 SH-TEK 50 12-24x1-3/4' -.... 1/2' 8270957 SH-TEK5.0 12-24x1-314' #145H Oran NutDriver ge L Part# 8273910 "Does not comply with ROHS requirements lincludes retaining nut "Eliminates distortion of threaded rod in sloped roof applications. Accommodates 3-1/2 x 12 pitch. Installs into angled z-purlin; allows threaded rod to hang plumb. 'Allows 17° deflection from vertical. "Made in the U.S.A. Wokh a aideodemonshaflos at = www.itwbuildex.com 2368(1/2' steel Vertical) 1306(45" off Vertical) 2281 (3/16" HSS) 1585 (3/16' HSS 45" off Vertical) 2368(1/2" steel Vertical) 1306 (45° off Vertical) 2281 (3/16' HSS) 1585(3/16' HSS 45- off Vertical) 1/4-20 Xl" 3220 (3/16') 1500 1475 .035" 3/16" 25 1251 1500 (Vertical) 4' 3/16" 1/2" 25 125 850(45" off Vertical) 2-1/2" 3/16' 1/2' 25 125 The Sammy X-Press expands to provide Less jobsite material needed. direct vertical attachment in: - light gauge steel deck or purtin No retaining nut required. (22ga. - 1/8"). Provides design flexibility. Installs in seconds with Sammy X-Press It" Tool, saving time & installation costs. Made in the U.S.A. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. pPdw ZIOaM JwbuuIdex.comJ S A AIIM V X- P R E S S Installs into Metal Deck, Purlin, or Tubular Steel Sammy 1/4" 8181922 XP 200 1146(22gal 185(lin .125" 25 125 x-Press 00 250 (Luminaire) .056' 850(2W Pipe) .027" 940 (2" Pipe) 029" 3' Samm 3/8" 8150922 XP 20 y 1146(22gal 185 (Luminaire) 027* :: 1475 (4' Pipe) .104" .125" 25 125 X-Press 20 250 (Luminaire) 056 283 (Conduit & Cable) .029" 1500(4" Pipe) .060" 3/8" 8153922 XP 35 Sammy 1783 (16ga) 185 .02T 940 (2" Pipe) .125" 25 125 X-Press35 250 ur . 056 1475 416 (Conduit & Cable) .059" r[ 3/8" 8150922 XP xo 1146 (229a) 850 (2% Pipe) Poe-Pour Structural Concrete@ 3000 psi 25 125 Post-Pour Range II LWC!5 35 PCF (lbs/tt') Pre-Pour Structural Concrete @3000 psi Pout-Pour Range II LWC 35 PCF (IbsI ft') jfl Metal Deck Metal Deck Purlin Metal Deck (Pre-Pour) Metal Deck (Post-Pour) - The SidewinderX-Press expands to provide horizontal attachment in: -16 ga - 3116" steel - purlin, tubular steel. "Installs in seconds with Sammy X-Press It" Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof zdeck, tubular steel, or vapor barrier fabric. "Less jobsite material needed. No retaining nut required. 'Provides design flexibility. "Made in the U.S.A. uh a videO demon5rration or wwwitwbulldexcom 3/8" 8293957 SWXP35 Sidewinder 1798(16ga) 80(Luminaire) .059" .125" 25 125 Pint/n - The Swivel X-Press allows you Less jobsite material needed to hang plumb in extreme roof pitches: 89° in z-pudin No retaining nut required. -45° in metal deck for 12/12 pitch Provides design flexibility. Installs in seconds with Sammy X-Press It® Tool, saving time & installation costs. Made in the U.S.A. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. ywww.itwbuildex.comJ for jeme or coOt I CM V (. < 3/8" 8294922 SXP 20 X-''Press 20 °'' 80 @45° (Lumnaire) .029' 635 (2' Pipe) .029' .125° 25 125 Metal Deck 283 Vertical (Conduit & Cable) - 233@45° (Conduit &Cable) - ----------- -- 1250(3-1/2" Pipe) . <8> 3/8' 8295922 SXP 35 Swivel 250 Vertical (Lemma/re) 675 (16 ga Vert) 1 80 90* (Luminaire)XP: .029' .125° 25 125 Purl/n 35 1 Off 500 Vertical (Conduit& Cable) .059' 635 (2" Pipe) 333 @89° (Conduit & Cable) --.-- -.----.-------...------ -.. 1/2° Swivel 8272957 SXP 2.0 1061 (22 ga Vert) 25 125 Metal Deck .027' .125° x- .o Swivel 1675 (16 ga Vert) 1/2" 8271957 SXP 3.5 X-Preus 3.5 1558(89° Off Vert) .060' .125° 25 125 Purl/n - metal deck (22-16 gauge) z-purlin (18-16 gauge) F I The Sammy X-Press expands to provide I direct vertical attachment in: I 'Made in the U.S.A. Watch a ad wWWJZb trawn dm 8194910 UXPIT° Universal X-Press It Tool 8152910 XPDB 25/54' Doll Bit 'Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25/94' Drill Bit. APPROVALS 8007957 GST 10 3/8' Vertical CPVC 1-1/2" 300 1-1/2" 8020957 SWG 10 3/8' Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST2O 3/8" Vertical 2-1/2" 850 1-1/2' 4" 1475 1-1/2" 8068925 GST2O-SS 3/8" Vertical 2-1/2" 850 1-1/2" 8010957 GST3O 3/8" Vertical 4" 1500 1-1/2" 4" 1475 1-1/2' 8009925 GST25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG 25-380 Horizontal 3-l/2"-4"" 1500 1-1/2" 8021957 SWG 20 3/8" Horizontal 2-1/2" - 3""" 1050 1-1/2" 8073925 SWG 20-SS 3/8" Horizontal 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8' 45' Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8 45" Angle off Vertical 4" 1500 1-1/2" 8139957 SH-GST2O 3/8" 17" Angle off Vertical 1050 1-1/2" 4" 1475 1-1/2" - milmom 8038957 DSTRI :Fze1ai 3/8" Vertical 1500 .035' 4 1475 ma=1 .105' 8037957 DSTR 1-1/2 3/8' Vertical 4" 1500 .035" 4" 1475 .105" 8039937 DSTR516 3/8 Vertical 4 1500 037 4 1475 105 8045957 DST 516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046937 TEKSO 318' Vertical 4" 1500 .250" 4' 1475 .188" 8055957 SWDRI 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 805697 SWDR 516 3/8 Honzontal 4 1500 037 4 1475 060 8054937 SWDR 1-1/2 3/8" Horizontal 4' 1500 .037" 4" 1475 .060" 8137957 SH-DSTR1 3/8" 17" Angle off Vertical 4" 1500 .035" 4" 1475 .105' 8268967 SH-TEK5O 3/8" Vertical 2-1/2" 850 70' Angle off Vertical 4" 1500 2 940 .02T 8150922 XP 20 3/8" Vertical 2-1/2' 850 .027" 8153922 XP 35 3/8' Vertical 4" 1500 .060" 4" 1475 829.4922 SXP 20 3/8 Vertical or up to 45 2 750 027 2 635 029 8295922 SXP 35 3/8' Vertical or up to 89' 3-1/2" 1250 .060' 2" 635 .029" 8293957 SWXP 35 3/8" Horizontal 3-1/2" 1250 .060" I SAMMYS FOR CONCRETE - PIPE HANGER 8059957 CST 20 3/8" Vertical 4' 1475 3000 8061957 SWC 20 3/8' Horizontal 4" 1475 3000 8150922 XP 20 318 Vertical 2-1/2' 850 Pre-Pour Structural @ 3000p5i 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC 5 35 PCF (lbs/Ox) 185 .027' 8150922 XP 20 3/8" Vertical 250 .035" 185 .027" 8153922 XP 35 3/8" Vertical 250 .035' 8181922 XP 200 1/4" Vertical 185 .027" 250 .035' Vertical 170 .027" 8294922 SXP 20 3/8" 45" 80 .027" Vertical 250 .060" 8295922 SXP 35 3/8" 90" 80 .060" 8293957 SWXP 35 3/8' Horizontal 80 .060" Part Model , Rod Number Size )±lnt I LIL Load Min. Steel 'ri Listed Application 8150922 XP 20 18" Vertical 283 .027" Max 4 trade size EMI, RMC, and IMC & 5 trade size rigid PVC conduit 8153922 XP 35 3i8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8294922 SXP 20 1`8" Vertical 283 .027" Max trade size EMT, RMC, and IMC &5 trade size rigid PVC conduit 8295922 SXP 35 38" Vertical 500 .060" Max 4 trade size EMI & 6 trade sze RMC, IMC, and rigid PVC conduit 8293957 SWXP35 38" Horizontal 500 .060' Max trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8149957 CZ 2000 1/4' or 3/8" Onto Vertical Rod UL Listed 4S16 - Cable Hanger, Cat. No. C-22000 Plenum Rated, ISheet Steel tGauges Complies w/ NEC Standards Gauge No. - 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. 1181" 3/16" 1/4" Nominal Decimal Equivalent .030" .036" .048" .060' .075" .105' .125" .188" .250" 'SWG 25-380 Maximum pipe size in composite wood joist allowed by UL in 3-112' UL compliance with NEC Standards. SWG 25-380 Maximum pipe size in wood umber or joist allowed by lii is 4" ILL and FM tests were performed in compliance with NFPA 13 Standards. "SWG 20 Maximum pipe size in composite wood lost allowed by UL is 2-112" Fastening requirement 5 times Weight of water-tiled schedule 40 pipe plus 250 pounds. 'SWG 20 Maximum sine size in wood owber or mist allowed by UL is 3' SPECIAL NOTES Engineering Note In 1996, the anchors listed by ULwere tested in plate steel that measured .188" and .118". Subsequent testing was done for z-purlin applications in May 1997 using (.037") or 20 gauge steel. Most recently in 2008, testing with the new Sammy XPresse was completed using (.030") or 22 gauge steel metal deck. SammysO Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self-drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory EnvironmentsV For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot hole 118" smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 .182" 1 1/8" GST 25-380 .280" 7/32' SWG 20 .182" 1/8" SWG 25-380 .280" 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre-drilling. NFPAINEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings / FM Approvals UL and FM reports are available at www.itwbuildex.com Auo U3ThD AS cosm,, MO CABLE Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats: .dwg, .dxf, and .igs. Made In the U.S.A. Products MM Contact Information Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 3.3.7.1 Product description 3.3.7.2 Material specifications 3.3.7.3 Technical data 3.3.7.4 Installation instructions 3.3.7.5 Design guidelines 3.3.7.6 Ordering information 33.7 Listinas/ADDrovals KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 3.3.7.1 Product description KWIK HUS-EZ I (KH-EZ I) anchors are comprised of a body with an internally threaded hex washer head. The anchor is manufactured from carbon steel and is heat treated. It has a minimum 0.0003 inch (8 pm) zinc coating in accordance with DIN EN ISO 4042. The internally threaded head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. Applicable base materials include normal-weight concrete, structural lightweight concrete and lightweight concrete over metal deck. Guide specifications Screw anchors shall be KWIK HUS-EZ I as supplied by Hilti, Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated to a minimum thickness of 8 pm. Anchors shall be installed using a drill bit of same nominal diameter as anchor. Product features Suitable for cracked and uncracked normal-weight and lightweight concrete, and lightweight concrete over metal deck. Suitable for seismic and nonseismic loads. Quick and easy to install. Thread design enables quality setting and exceptional load values in wide variety of base material strengths. Anchor is fully removable Anchor size is same as drill bit size. Suitable for reduced edge distances and spacing. 3.3.7.2 Material specifications KWIK HUS-EZ I anchors are manufactured from carbon steel. The anchors are bright zinc plated to a minimum thickness of 8 pm. 3.3.7.3 Technical data 3.3.7.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ESR-3027 and the equations of ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR- 3027 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. ICC-ES (International Code Council) ESR-3027 City of Los Angeles Research Report No. 25897 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 internal threaded diameter anchor fflAQjB=S <9> IndeDendent code evaluation IBC®/ IRC®2015 IBC®/ IRC® 2012 IBC®/ lRC20O9 IBC®/ IRC® 2006 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 319 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor II Table 1 - Hilti KWIK HUS-EZ I specifications' 2 Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter d55 in. 1/4 Nominal embedment In nom in. 1-5/8 2-1/2 Effective embedment h in. 1.18 1.92 Minimum hole depth h0 in. 2 2-7/8 Installation torque T. ft lb (Nm) 18 (24) Wrench size in. 7/16 1 T inst is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details wrench size da -. / Ian& h 0 - h0 - Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 Nominal Nominal Tension - Shear - 4V anchor embed. 1',, = 2,500 psi f' = 3,000 psi f = 41000 psi f'c = 6,000 psi f = 2,500 psi f' = 3,000 psi f = 4,000 psi IC = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) 1/4 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in cracked concrete' 2,3,4.5 Nominal Nominal Tension - pN Shear - On anchor embed. f'c = 2,500 psi f' = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi f', = 2,500 psi f', = 3,000 psi f'c = 4,000 psi f' = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 300 315 345 390 765 835 965 1,180 1 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) / 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) See section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 5 and 6 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete Only. For lightweight concrete multiply design strength by Aa as follows: for sand-lightweight, X. = 0.68; for all-lightweight, A = 0.60 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - aN = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - a 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Table 4 - Steel design strength for Hilti KWIK HUS-EZ I anchors1'2 Nominal anchor Nominal internal Tensile' Shear' Seismic shear' diameter thread diameter in. in. lb (kN) lb (kN) lb (kN) 1/4-20 3,680 815 365 1/4 UNC (16.4) (3.6) (1.6) 3/8-16 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I anchors are to be considered brittle steel elements. 3 Tension 4N,a = 4A e f 0 as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with qV < 0.6(PA.,v ae as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with (P\/.:5 4 0.60 A,e f as noted in ACI 318-14 Chapter 17. See Section 3.1.8.7 for additional information on seismic applications. 320 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espatol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 5 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in uncracked concrete' .2 Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear' I toward edge from edge factor in shear' uncracked concrete fm fRN 'AV fRV 'NV IHV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 h (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 1 0.61 0.33 1.00 0.65 n/a n/a )j3 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 _______ _______ 0.70 0.63 0.68 0.88 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a E 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 CO 4-1/2 (114) 0.89 1 0.77 0.68 1.00 0.84 5 (127) 0.93 0.80 0.70 0.89 0.98 )2 5-1/2 (140) 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 75 7 (178) 0.92 0.78 1.00 (203) 0.98 0.82 (229) - 1.00 0.86 CZ 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1.00 Table 6 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in cracked concrete1'2 Edge distance in shear 11to and away Spacing factor Edge distance Spacing factor Cone. thickness 1/4-in. KH-EZ in tension factor in tension in shear' I toward edge from edge factor in shear4 cracked concrete IAN 'RN JAy f, 'NV 'HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.89 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 cc 4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 5 (127) 0.93 0.80 0.70 0.89 ) 5-1/2 (140) 0.98 0.83 0.72 0.93 0) 1) 6 (152) 1.00 0.86 0.74 0.98 7 (178) 0.92 0.78 1.00 CM 8 (203) 0.98 0.82 9 (229) 1.00 0.86 1 10 (254) 0.90 11 (279) 0.94 12 (305) 0.98 14 (356) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, 1AV assumes an influence of a nearby edge. If no edge exists, then I AV = IAN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f V = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of section 3.3.6 to calculate permissable edge distance, spacing and concrete thickness combinations. j3.3.7 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 321 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2'3,4,5,6,7 Installation in lower flute Installation inupper flute Nominal Nominal Nominal Tension - d,N Shear - On Tension -(pN Shear - 4V anchor thread embed. f'= 3,000 psi f= 4,000 psi f'= 3,000 psi f'= 4,000 psi f'= 3,000 psi J'= 41000 psi f'= 3,000 psi f'= 4,000 Ps diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 545 595 610 610 670 730 610 610 1/4-20 (41) (2.4) (2.6) (2.7) (2.7) (3.0) (3.2) (2.7) (2.7) UNC 2-1/2 1,220 1,410 610 610 1,275 1,470 610 610 (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) 1 / ______ 1-5/8 545 595 915 915 670 730 915 915 3/8-16 (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) UNC 2-1/2 1,220 1,410 915 915 1,275 1,470 915 915 (64) 1 (5.4) (6.3) (4.1) (4.1) (5.7) (6.5) (4.1) (4.1) Table 8 - Hilti KWIK HUS-EZ I in the soff it of cracked lightweight concrete over metal deck' 2,3.4,5,6,7,8 Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - cpN Shear - pV Tension - Shear - anchor thread embed. f'= 3,000 psi 4,000 4,000 psi f= 3,000 psi f= 4,000 psi f',= 3,000 psi f= 4,000 psi f= 3,000 Psi ',= 4,000 Ps diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 280 305 610 610 330 360 610 610 1/4-20 (41) (1.2) (1.4) (2.7) (2.7) (1.5) (1.6) (2.7) (2.7) UNC 2-1/2 605 700 610 610 635 735 610 610 (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1 / 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) UNC 2-1/2 605 700 915 915 635 735 915 915 (64) 1 (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Section 3.1.9.4 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x hn.m (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N,sels = 0.75. 8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.44 1/4-in diameter by 2-1,2-in nominal embedment depth - = 0.85 See Section 3.1.8.6 for additional information on seismic applications. 322 Hilti, inc. (US) 1-800-879-8000 1 www.us.hilti.com i en españoi 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Figure 2— Installation of Hilti KWIK HUS-EZ I (KH-EZ I) in soffit of concrete over steel deck floor and roof assemblies Mm. 3/4" C ) - Mm. 3,000 psi sand-lightweight or normal weight concrete P , - Minimum 20 gauge steel deck LAnchor/ LL,LJ Flute edge (typical) -..] Mm. 12' (typical) Mm. 1-1/4 1 Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum concrete cover above the drilled hole is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. UI 3.3.7.3.2 Canadian Limit State design Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in [CC Evaluation Services ESR-3027. These tables are followed by factored resistance tables. The factored resitance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.ca Table 9 - Steel resistance for Hilti KWIK HUS-EZ I H carbon steel screw anchor' .2 Nominal Internal anchor thread Tensile' Shear4 Shear' diameter diameter N r V r in. (UNC) lb (kN) lb (kN) lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) (3.3) (1.5) 3,370 725 620 1/4 3/8-16 (15.0) (3.2) (2.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements. 3 Tensile N, = A N (Ps f R as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with V., <Asev 4 0.6 f R as noted in CSA A23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with V., <A 4 0.6 f,, R as noted in CSA A23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 323 Lower flute (ridge) 3.37 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 10 - Hilti KWIK HUS-EZ I design information in accordance with CSA A23.3-14 Annex D1 H Design parameter Symbol Units Nominal anchor diameter Ref 1/4 A23.3-14 Anchor O.D. 1/4 d in. (mm) (6A) Effective embedment2 h in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment2 hnom in. 1-5/8 2-1/2 (mm) (41) (64) Minimum concrete thickness h in. 3-1/4 4-1/8. (mm) (83) (105) Critical edge distance C,in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance in. 1.5 (mm) (38) Minimum edge distance c 1 in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h0 in. 2 2-7/8 (mm) (51) I (73) Minimum specified ultimate strength psi 125,000 (N/mm2) (862) in 0.045 Effective tensile stress area AseN (mm') (29.0) Steel embed. material resistance factor for reinforcement 4s - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 0.5.3 Resistance modification factor for shear, steel failure modes3 R - 0.65 0.5.3 lb 3,370 Factored steel resistance in tension Nsar D.6.1.2 (kN) (15.0) lb 750 Factored steel resistance in shear V D.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic V,eq (kN) (1.5) lb 725 Factored steel resistance in shear V r 0.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic V (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete kc.uncr - 10 D.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete k cr - 7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked cone.' - 1.0 D.6.2.6 Anchor category - - 3 1 1 D.5.3 (c) Concrete material resistance factor - 0.65 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 0.75 1.00 D.5.3 (c) Condition B5 lb 665 1,6450.6.3.2 Factored pullout resistance in 20 MPa uncracked concrete6 N (kN) (3.0) (7.3) Factored pullout resistance in 20 MPa cracked concrete lb 340 815 D.6.3.2 (kN) (1.5) (3.6) lb 275 815 Factored seismic pullout resistance in 20 MPa cracked concrete' N D.6.3.2 pr,eq (kN) (1.2) (3.6) Design information in this table is taken from [CC-ES ESIR-3027, dated December, 2015, tables 2, 3, and 4, and converted for use with CSA A23.3-14 Annex D. See figure 1 of this section. The KWIK HUS-EZ lis considered a brittle steel element as defined by CSA A23.3-14 Annex D section D.2. For all design cases, p = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k) or uncracked concrete (k0 ,) must be used. For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. For all design cases, qJc,p = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESR-3027 for additional information. 324 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure N in uncracked concrete 1,2,3,4,5 Nominal __________ Tension - N Shear - V f', = 20 MPa I' = 25 MPa f' = 30 MPa f' = 40 MPa f = 20 MPa f',, = 25 MPa f' = 30 MPa f = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 665 710 750 820 805 900 985 1,135 (30) (41) (3.0) (3.2) (3.3) (3.6) (3.6) (4.0) (4.4) (5.1) 1/4 1.92 2-1/2 1,645 1,840 2,015 2,325 2,225 2,490 2,725 3,145 (49) (64) (7.3) (8.2) (9.0) (10.3) (9.9) (11.1) (12.1) (14.0) Table 12 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure H in cracked concrete' 2'3'4'5 Nominal Tension - N Shear - V, __________ = 20 MPa f' = 25 MPa "C = 30 MPa f', = 40 MPa f', = 20 MPa f' = 25 MPa = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 340 360 385 415 565 630 690 795 (30) (41) (1.5) (1.6) (1.7) (1.9) (2.5) (2.8) (3.1) (3.5) 1 / 1.92 2-1/2 815 915 1,000 1,155 1,560 1,740 1,910 2,205 (49) (64) (3.6) (4.1) (4.4) (5.1) (6.9) (7.7) (8.5) (9.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 to 6 as necessary. Compare to the steel values in table 9. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth -%s6, N,se = 0.75 See section 3.1.8.7 for additional information on seismic applications. r3.3.7 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2016 325 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 13 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2,3,4,5,6,7 H Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - Nr Shear - V Tension - Nr Shear - Vr anchor thread embed. f' = 20 MPa f', = 30 MPa f', = 20 MPa I',, = 30 MPa f Ic = 20 MPa f' = 30 MPa f' = 20 MPa f = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6,7,8 N Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - Nr Shear - V, Tension - Nr Shear - Vr anchor thread embed. I',, = 20 MPa f'c = 30 MPa f = 20 MPa f = 30 MPa I',, = 20 MPa f', = 30 MPa f'c = 20 MPa f, = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 300 340 365 415 1/4-20 (41) (1.3) (1.5) 475 475 (1.6) (1.8) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1-5/8 300 340 365 415 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x (nominal embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by = 0.75. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions: For the 1/40 -5/8 anchor - O,se, = 0.45 For the 1/4x2-1/2 anchor - = 0.85 See Section 3.1.8.7 for additional information on seismic applications. 3.3.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - Hilti KWIK HUS-EZ I (KH-EZ) tested load values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 U 1-5/8NC 1,475 2-1/2 4 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. 326 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an españoi 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ I) allowable stress design values for installations into hollow core concrete panels1'2 Hanger rod size Min. effective embedment h in. Allowable load' Ultimate load Tension lb Shear lb 4.5 Tension lb Shear lb 4,5 1/4-20 UNC 1-3/8 455 485 1,810 1,930 3/8-16 UNC 755 3,025 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm admissible anchor location. 2 Minimum compressive strength of prestressed concrete is 7,000 psi. Published ultimate loads represent the average results conducted in local base materials. Due to variations in materials and dimensionl configurations, on-site testing is required to determine the actual performance. 3 Allowable loads calculated with a factor of safety of 4 4 The bottom of the shear plane adjacent to the top of the coupler. 5 Shear values controlled by the steel strength of the screws used to fasten the shear fixture to the KH EZ-1 Screw Anchor. The minimum tensile strength of the screw was 125 ksi. Shear design values should consider the screw or threaded rod steel strength. Figure 3 - Installation of Hilti KWIK HUS-EZ I (KH-EZ I) in hollow core concrete 3.3.7 3.3.7.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hilti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.7.5 Ordering information' Internal thread Internal thread Hole Minimum Description diameter length diameter embedment Qty/ box KH-EZ 1/4x1-5/811/4 1/4 3/8 1/4 1-5/8 100 KH-EZ 1/4x2-1/211/4 1/4 3/8 1/4 2-1/2 100 KH-EZ 1/4x1-5/813/8 3/8 7/16 1/4 1-5/8 100 KH-EZ 1/4x2-1/213/8 3/8 7/16 1/4 2-1/2 100 1 All dimensions in inches. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 327 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1A6 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 1 1/2 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13'16 11/4 1 7/16 1 610 28 1/2 1½ 11/4 1 9/16 11/4 1130 55 5/8 1½ 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 314" and 11/4" Throat Openings Component of State of California OSHPD Approved c@ us LISTED Seismic Restraints System Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4' pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD oroiects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 .1 CUSTOMER SERVICE • 800.786.5266 www.toko.com jftJo Fig. 25 - Surge Restrainer c®uS LISTED Size Range - One size fits 3/4" thru 2" pipe Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed only when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 COOPER B-Line Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Size Range - Secures 3/8" thru 7/8' rod in 1" increments Material - Carbon Steel Maximum Temperature - 75011 F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Fig. 98 - Rod Stiffener Component of State of California OSHPD Approved c@ us USTED Seismic Restraints System Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8' rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 11/2 11630 10370 510 OFFICE/MANUFACTURING FACILITY' 1375 SAMPSON AVE.' CORONA, CA 92879. PH: 951.737.5599' FAX: 951.731.0330 CUSTOMER SERVICE . 800.786.5266 www.tolco.com Fig. 200F Fig. 200 Fig. 200S tx Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317DNF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B3170NFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut c@ us LISTED Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed 0/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1l 92A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Fig. 200-1 to 200-2 B A Fig. 200-1/2. 200-/4 Fig. 20021I2 to 200-8 Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size g Designed to meet or exceed requirements of FM DS 2-0. Fig. 200C 200-1/2 1/2" (15) /81-16 31/8..(79.4) 2/8' (66.7) 11 (5.0) 200-/4 3/4' (20) I81-16 31/8" (79.4) 21/2 (63.5) 11 (5.0) 200-1 1 1.1 (25) /8 -16 33/' (85.7) 2/8' (66.7) 12 (5.5) 200-1I4 11/4" (32) /8'-16 33/4 (94.0) 2/8' (73.0) 13 (5.9) 200-1/2 11/2 ' (40) /8'-16 3I8' (98.4) 2/8" (73.0) 14 (6.4) 200-2 2' (50) /8'-16 41/2" (114.3) 3' (76.3) 15 (6.9) 200-2/2 21/2" (65) /8-16 5/8' (142.9) 41/8' (104.7) 27 (12.3) 200-3 3" (75) /8'-16 5/8" (149.1) 4° (101.6) 29 (13.3) 200-3/2 31/2" (90) /8'-16 7 /8 (187.3) 51/4' (133.3) 34 (15.6) 200-4 1 4" (100) I8'-16 7I8' (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"13 91/8 ' (231.8) 61/4" (158.7) 66 (30.2) 200-6 6' (150) 1/2 '_13 101/8" (257.2) 6/4' (171.4) 73 (33.4) 200-8 8" (200) 1/2".13 131/8' (333.4) 8/4' (222.2) 136 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified COOPER B-Line Fig. 200-1/2. 200-/4 Fig. 200-21I2 to 200-8 gal Fig. 200-1 to 200-2 ®7oLca c®Us USTED Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed 0/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved /4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343"C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. 200M8-1/2 1/2" (15) M8 31/8 (79.4) 2/8 (66.7) 11 (5.0) 200M10-1/2 1/2" (15) M10 31/8" (79.4) 2/8" (66.7) 11 (5.0) 200M8-3/4 3/4" (20) M8 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200M10-3/4 3/4" (20) M10 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200M8-1 1" (25) M8 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200Mb-1 1" (25) M10 33/8" (85.7) 2/8" (66.7) 12 (5.5) 200M8-11/4 11/4" (32) M8 33/4" (94.0) 2/8" (73.0) 13 (59) 200M10-11/4 11/4" (32) M10 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200M8-11/2 11/2" (40) M8 3/8" (98.4) 2/8' (73.0) 14 (6.4) 200M10-11/2 11/2" (40) £410 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200M8-2 (50) M8 41/2" (114.3) (76.3) 15 (6.9) 200M10-2 (50) M10 41/2" (114.3) (76.3) 15 (6.9) 200M-21/2 21/2" (65) M10 5/8" (142.9) 41/8" (104.7) 27 (12.3) 200M-3 3" (75) M10 5/8" (149.1) 4" (101.6) 29 (13.3) 200M-31/2 31/2" (90) M10 7 /8" (187.3) 51/4" (133.3) 34 (15.6) 200M-4 4" (100) M10 7/8" (187.3) 5" (127.0) 35 (16.0) 200M-5 5" (125) £412 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200M-6 6" (150) M12 10/8" (257.2) 63/4" (171.4) 73 (33.4) 200M-8 8" (200) M12 13/8° (333.4) 8/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. • COOPER B-Line I Fig. 200H - Heavy Duty Band Hanger (For Trapeze) Size Range: 2" (50mm) thru 4" (1 00mm) trapeze pipe size. Material: Steel - Pre-Galvanized to G40 Spec Function: Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used extensively to support trapeze installations and the increased loads from both above and below the trapeze assembly. Features: Furnished with /8"-16 or 1/2"13 adjusting threaded ring nut. Approvals: Underwriters Laboratories listed in the USA (UL) and Canada** (cUL). Conforms to Federal Specification WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized Order By: Figure number, pipe size and rod size. Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. I1,t.] !.U1 C® US USTEO 111 - -------- -------- -- 200H-2-3/8 2° (50) /8"-16 4/16" (115.9) 3/32° (81.7) 48 (21.8) 200H-2-1/2 2' (50) 1/2"13 423/32' (119.8) 3/8" (85.7) 45 (20.4) 200H-21/2-3/s 21/2' (65) /811-16 5/16" (134.9) 323/32° (94.4) 59 (26.7) 200H-21/2-1/2 21/2' (65) 1/2"13 515/32" (138.9) 3/8" (98.3) 56 (25.4) 200H-3-3/8 3" (75) I811 -16 53/4" (146.0) 327/32' (97.6) 63 (28.6) 200H-3-1/2 3" (75) 1/2"_13 5/8" (148.1) 331/32" (100.8) 60 (27.2) 200H-4-318 4" (100) /8"-16 6/8" (174.6) 4/16" (112.7) 76 (34.5) 200H-4-1/2 4" (100) 1/2"13 71/32" (178.6) 419/32" (1116.7) 73 (33.1) * Select trapeze pipe size based on section modulus required for span of trapeze per information provided in NFPA 13. ** All sizes are UL Listed to support up to 80 pipe at max spacing per NFPA 13. For 6" (150mm) and 8" (200mm) trapeze pipe, consult factory. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. I— —-r 22 - l:UIT!1 IL1 ibIiJJGiiIi!MIItc an, t ON TKU N LOLL Description LubeFit® is a vegetable fiber based lubricant for all gasketed fittings, including grooved couplings for fire sprinkler systems. It is non staining* and does not support bacterial growth. LubeFit® can be easily applied in temperatures from -10°F to 150°F. LubeFit® is non-toxic and water soluble. Under normal conditions, LubeFit® is not harmful to the skin. - \ !1PIP. ; Design Criteria/Data Water dispersible Applies equally well to wet or dry surfaces Suitable for all types of pipe lines, including potable water Excellent working range -100 to 1500 Will not support bacteria Will not deteriorate natural or Synthetic rubber, plastic gaskets or caston iron pipe FGG/BM/CZ System Compatible Program* Certified to NSF/ANS/Std 61-G MCK SYSTEM COMPATiBLE *FBC9 System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. Application LubeFit® should be applied in an even and thin amount over the parts to be lubricated. Avoid applying excessive amounts. The best applicaion is achieved when applying by hand. Clean all dirt, burrs and foreign matter from the joint surfaces. Make certain the gasket is properly located. Apply an even coating of lubricant to all fitting surfaces and gasket. Assemble the joint according to the pipe fitting manufacturer's directions. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, fl ush with water for 5 minutes. If discomfort persists get medical attention. *Will stain untreated porous surfaces such as concrete if not cleaned from the surface immediately. Specifications Appearance: Dense, paste like consistency and is light brown or tan in color. Contains: Potassium Oleate, Propylene Glycol and Mica. Contains NO PETROLEUM. Packaging: 21b (1-quart approx.) 55-gI drum (400 lbs. approx.) See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com CAUTION: Eye irritant. Avoid contact with eyes. Wash thoroughly after use. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Nu © 2012 Fire Protection Products, Inc. FPPP, LubeFit5 are registered trademarks of Fire Protection Products, Inc. FGG/BM/CZ', Blaze-Master5, FlowGuard Gold° and Corzan° are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. wvj OIL 0-0 P 10 Description ç Pipefit® Thread Sealing Paste with FIFE is a premium non-hardening FIFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Fipefit is suitable for use on all - - threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique 1c_- pjnefil blend of materials provides superior thread sealing qualities over other similarly priced sealants. --'.-] The particulate FIFE also helps prevent leaks by accumulating in the voids of damaged or , defective threads of the pipe or fittings. Additionally, the lubricating qualities of the FIFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. F 0 BO CK SYStEM COMPA11SLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL +1 760 599-1168 +1 800 344-1822 FAX + 1800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Fipefit® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Fipefit® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 16 oz. brush in cap 32 oz. 32 oz. BIC 1 gl. 5 gl. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com Nu © 2012 Fire Protection Products, Inc. FPPP, Lube Fit5 are registered trademarks of Fire Protection Products, Inc.bA FBC", BlazeMastet5, FlowGuard Golds and Corzan are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. Spears® Compatible indicates that ThreadFit® CLEAR has been tested by Spears® Manufacturing to be compatible with Flameguard® pipe and fittings. WhMew-5111 fflalffim F P P I Description ThreadFit® CLEAR Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, light colored cutting oil for all types of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary lubricity and cooling modern pipe threading operations require. This balanced combination of additives will help improve die life and thread quality over other cutting oils and is Chlorine free. ThreadFit Clear's low smoke/ low odor formulation makes it ideal for use in high speed threading applications. mu © 2013 Fire Protection Products, Inc. FPPI5, ThreadF,t5 are registered trademarks of Fire Protection Products, Inc. LA MADE IN U.S.A. Features Heavy Duty Cutting Oil Excellent Tool Life Chlorine Free All types of ferrous metal or pipe Improved Surface Finish Low Odor Low Smoke [t3g SYSTEM COMPATiBLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold", BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation ThreadFit5 can be used in automatic and hand held applicators. Fill oil reservoir according to equipment manufacturers specifications. Mixing of different types of threading oils is not recommended. DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Change oil regularly for optimum performance. Contains petroleum oil. Avoid breathing mists or vapors. Avoid eye contact and prolonged or repeated contact with skin. Wear safety glasses or goggles. Use good personal hygeine. Dispose of used oil in accordance with all local, State and Federal ordinances and regulations. Consult Material Safety Data Sheets for additional safety and handling information. DO NOT MIX WITH OTHER THREAD CUTTING OILS OR CONTAMINANTS. Specifications Appearance: Clear amber liquid. Packaging: 1 gl. (6/case) 5 gl. Pail 55-gl drum 275-gl tote CAUTION: Skin contact: wash thoroughly with soap and water. Eye contact: flush eyes with water for at least 15 minutes and seek medical attention. Ingestion: consult a physician immediately. Inhalation: move affected person(s) to fresh air and seek medical attention. See MSDS for first aid instructions. Spill or Leak: Soak up with an oil absorbent compound. Follow all state, local, Federal regulations for disposal. Don't pollute. Conserve our resources-Please recycle this container. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com This product is registered with CHEMTREC, a 24-hour emergency hot/me. They may be reached at 1 800 424-9300.