Loading...
HomeMy WebLinkAbout2508 GATEWAY RD; ; FPC2017-0128; PermitPERMIT REPORT r(city of Carlsbad Print Date: 09/29/2021 Permit No: FPC2017-0128 Job Address: 2508 GATEWAY RD, CARLSBAD, CA 92009-1742 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class Fire Sprinklers Parcel #: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track #: Lot #: Project #: Plan U: Construction Type: Orig. Plan Check U: Plan Check U: Applied: 05/15/2017 Issued: 07/26/2017 Finaled Close Out: 08/19/2021 Inspector: Final Inspection: Project Title: Description: VIASAT CONNECTED TRAVEL -SPRINKLER TI (7 HEADS) Applicant: FPContractor: TITAN FIRE PROTECTION INC 0 TITAN FIRE PROTECTION INC ALEXIS CASSIDY 1341 DISTRIBUTION WAY, # STE 14 1341 DISTRIBUTION WAY, U 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 f I www.carlsbadca.gov A C11TAN FIRE PROTECTION Fire Protection Contractor - License #989280 FIRE SUPPRESSION MATERIAL SUBMITTAL: PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS 17243 VIASAT CONNECTED TRAVEL 2508 Gateway Road Carlsbad, CA 92009 N MODEL 350ADA SIZE In. I mm WEIGHT LESS SHUTOFF VALVES lbs. kg OSY GATE VALVES FLANGED lbs. I kg OSY GATE VALVES GROOVED lbs. jkg BUTTERFLY VALVES FLANGED lbs. kg BUTTERFLY VALVES GROOVED lbs. kg 2 1/2 65 105 48 192 87 184 8.3 157 71 147 67 3 80 104 47 210 95 200 91 162 73 148 67 4 100 91 41 230 104 204 93 147 66 139 63 6 150 141 64 362 164 332 151 246 111 215 98 8 200 302 137 762 346 738 335 491 223 445 1 202 10 250 355 161 1024 464 1 902 409 628 285 570 1 259 N ZURN Model 350ADA WILKINS Double Check Detector Assembly EXISTING Application Designed for installation on water lines in fire protection sys- tems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only), and C550 CSA® Certified B64.5 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2' - 8") Meets the requirements of NSF/ANSI 61* *(0250/ MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backflow Assembly 3/4" Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved electrostatic epoxy finish Internals Stainless steel, 300 Series N0RYLIu Fasteners & Springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYL Features Sizes: 2 1/2", 3"', 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI 616.1 Class 125 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) L (with OS&Y gates) (with BG valves) Options (Suffixes can be combined) El - with flanged end OS & V gate valves (standard) El L - less shut-off valves (grooved body connections) El LM - less water meter El - with remote reading meter El - with gallon meter (standard) El CFM - with cu ft meter El CMM - with cu meter meter El G - with grooved end connections El FG - with flanged inlet connection and grooved outlet connection El P1 - with Post Indicator Gate Valves BG - with grooved end butterfly valves with integral supervisory switches El BF - with flanged end butterfly valves with integral supervisory switches El —509 - with AWWA C509 gate valves Accessories Repair kit (rubber only) 0 Thermal expansion tank (Model XT) 0 05 & V Gate valve tamper switch (OSY-40) MODEL 350ADA with OS&Y option MODEL DIMENSION (approxlmste) 3SOADA SIZE In mm A In mm A WITH BUTTERFLY VALVES In mm B LESS GATE VALVES In mmmm 61n D In mm OyEOpEN OS&Y In mm E CLOSED In mm E WITH BUTTERFLY VALVES In mm F in mm G In mm 21/2 65 351/8 892 321/8 816 201/8 511 114 9 229 173/4 451 153/8 391 81/4 210 6 152 71/4 184 3 80 361/8 918 33 838 201/8 511 114 9 229 201/4 514 17 432 81/2 216 6 152 71/4 184 4 100 381/4 972 331/4 845 197/8 505114 9 229 22 1/2 572 181/4 464 9 229 6 152 8 0- 6 150471/4 1200 401/4 1022 257/8 657 51/2 140 101/2 267 301/2 775 241/4 616 101/4 260 7 178 10 254 8 2001 62 1575 55 1397 381/2 9781 10 254 12 305 37 940 281/2 724 12 305 81/2 216 11 279 10 2501645/8 1641 59 1499 381/2 978 10 254 12 305 455/8 1159 343/4 883 13 330 81/2 216 12 305 Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. Zum Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. H Date: 4/17 Document No. BF-350ADA Patent No. 5, 913, 331 Product No. Model 350ADA Pagel of 2 'U 'U Flow Characteristics ORated Flow (established by approval agencies) MODEL 350A0A 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37.9 50.5 2 15 0. 10 35 co cr Q 0 200 400 600 800 FLOW RATES (GPM) MODEL 350ADA 6",8" & 10" (STANDARD & METRIC) FLOW RATES (I/o) 0.0 63.1 126.2 189.3 252.4 0 .. M 104 a 104 '5- 0, 69 10 = 0 I 111111 IIis 1.1111] 4000 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum 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 lOft/sec 15 ft/sec 21/2° 75 112 149 224 3° 115 173 230 346 4° 198 298 397 595 6° 450 675 1 900 1351 8° 780 1169 1559 2339 10.11229 1843 2458 3687 12° 1763 2644 3525 5288 PROTECTIVE MODEL 350ADABG (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be certified to NSF/ANSI 61, ASSE® Listed 1048, and sup- plied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536), the seat ring and check valve shall be NorylTM (NSF Listed), 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 Backf low Prevention Assembly shall be a ZURN WILKINS Model 350ADA. Zum Industries, LLC I Wilkins 1747 Commerce Way, Paso Rabies, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405.1292 www.zurn.com Page 2 of 2 FireLock® V27, K5.6 \htauIicf Models V2703, V2707, V2704, V2708 40.10 Standard Spray Technical Specifications: Upright, Pendent and Recessed Pendent Standard and Quick Response Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: ½/13 mm K Factor: 5.6 Imp./8.1 SI.1 Nominal Thread Size: ½ NPT/15 mm V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent 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 /4'I19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa 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.l..units by 10.0. 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. 1 ictaul,c victaulic.com I Sprinklers I FireLocke I K5.6, V27 I Publication 40.10 ) Material Specifications: Upright Deflector: Bronze per UNS C11000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: LI 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 Accessories Installation Wrench: El Open End: V27 El Recessed: V27-2 Sprinkler Finishes: El Plain Brass El Chrome plated El White painted3 El Black painted3 El Custom painted3 El Proprietary Nickel Teflon2 coating3 El VC-2504 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. j updated 07/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 \,Ltaulicr victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Approvals/Listings: Model 4 APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) '/2" 1/2" '/2" /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 SI.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 1350F/57°C 135°F/57"C 135°F/57°C 1350F/57°C 155°F/68"C 1557/681C 155"F/68"C 155°F/68°C 1550F/680C 135"F/57°C cULus 175°F/79°C 1750F/79°C 175"F/790C 175"F/790C 175°F/790C 155°F/68°C 200°F193"C 200°F/930C 200"F/93°C 200"F193"C 200"F/93"C 175°F/79"C 286"F/141"C 2860F/141"C 286"F/141 "C 286°F/141°C 286"F/141"C 200°F/93°C 360°F/182'C 360"F/182"C 135°F/57°C 135"F/57"C 135"F/57"C 135"F/57"C 155°F/68°C 155"F/68"C 135"F/57°C 155"F/68"C 155°F/680C 135"F/57"C FM 175°F/79°C 1750F/79"C 155"F/68"C 175"F/79"C 175"F/79°C 155"F/68"C 200°F/930C 200"F/93°C 175"F179°C 200°F/930C 200°F/93°C 286°F/141C 286°F/141"C 200"F/93"C 286"F/141°C 2860F/1410C 200"F/93°C 360°F/182"C 360°F/1820C 135°F/57°C 1350F/57°C 135"F/57°C 135°F/57"C 135°F/570C 155°F/68°C 155°F/68°C 1550F/68"C 155°F/680C 1550F/68"C 135°F/57"C NYC/MEA 62-99-E 175°F/79"C 175°F/79°C 175°F/79"C 175°F/79"C 175°F/79°C 155°F/68°C 200"F/93°C 200°F193"C 200°F/93"C 200"F/93C 200"F/930C 175"F/79°C 286°F/141°C 286"F/141"C 286"F/141"C 286"F/141°C 286"F/141"C 200°F/93"C 360"F/182"C 360°F/182°C 1350F/57"C 135°F/570C 135"F/570C 135F/570C 135"F/57°C 155"F/68"C 155"F/68°C 155°F/68°C 155°F/68°C 155"F/68"C 135°F/57°C CSFM 7690-0531:112 175°F179°C 175°F/79"C 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/930C 200°F/930C 200°F/93°C 175"F/79"C 286"F/141 "C 286°F/141"C 286"F/141 "C 286°F/141 "C 286"F/141 "C 200"F/93°C 360°F/1820C 360"F/182°C 135°F/57"C 155°F/68°C 135°F/57°C LPCB 1750F/79°C None None 155°F/68°C None None 200"F/93°C 175°F/79°C 286F/141"C 200"F/93°C 135"F/57"C 135°F/570C 135"F/57"C 135°F/57"C 155°F/68°C 155°F/68°C 135°F/570C 155"F/68"C 155"F/68"C 135°F/570C VNIIPO 1750F/79°C 175°F/790C 155°F/68°C 175"F/79°C 175°F/79"C 155"F/68°C 200"F/93°C 200°F/93"C 175°F/79"C 200"F/93"C 200°F/93"C 175"F/79°C 2860F/1410C 286°F/141°C 200"F/93°C 2 86°F/141°C 286°F/141°C 200°F/930C 360°F/1820C 360"F/182°C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68"C 1550F/680C None 155"F/68°C 155°F/68°C None 200°F/93"C 200"F/93"C 200°F/930C 200"F/93°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°F/93°C 286°F/1410C 286"F/141°C 360°F/1820C 135"F/57"C 135"F/57°C 155"F/68"C 155"F/68"C CE 175"F/79"C None None 1750F/79"C None None 200°F/930C 200°F/93°C 286"F/141"C 286°F/1410C 360°F/182°C For 1< Factor when pressure is measured in Bar, multiply SA. units by 10.0 FM Approved with /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 0 2014 Victaulic company. All rights reserved. victaulic.com 3 04tauiic." 17,16/ 37 mm 2 60 1W! 2W/ 41 mm 60 mm victaulic.com I Sprinklers I FireLocke I K5.6, V27 I Publication 40.10 Dimensions: Standard Pendent - Standard upright - V2707, V2708 V2703, V2704 2W/60 mm Max. Hole 2/51 mm Mm. Hole Typical Ceiling Tile 30m -Finished Surface 30 r MAXIMUM RECESS 234nV - 75 mm MAXIMUM EXTENSION ½ Adjustment Recessed - V2707, V2708 (drawing not to scale) 2W/60 mm Max. Hole - 2751 mm Min. Hole Ne/ 37 mm Typical Ceiling Tile 24 mm làAin Wl MAXIMUM RECESS 24 mm 2W! - 75 mm MAXIMUM EXTENSION /? Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. i updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 J ' t a uI i c 17 mm 1'lA/ 43 mn 8' 2Am 6' 12m 4' l.2,n 2' 0Mm 0 0 victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 ME ME== uuIuIuIuIN MMMMMM uu..R".uIuuR MEMNON IIIuIaIul.s. ia•iiimuu•• iiiii*maiaai EMEMMEM MEN 000 2' 4' 6 8' 10' 12 14 0Mm 1 2n ion, 14m 3.on, 3,7m 4.3m Models V2703, V2704 1<5.6 Standard Upright Distribution Patterns - Trajectory msiausaiaiii1 uiuuuuuivam auuu...a.u.. iiuiiu••atium uiuu•uimiiau 2' 4' 6' 8' 10' 12' 14' 16' Oem 1.2,,, IOn, 2.4n, 3.0,,, 3.7,,, 4.3,,, 4.9th 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 JtauIicr Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent Distribution Patterns —Trajectory 10' 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa 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 F/38 C Orange Ordinary C 155 F/68 C 100 F/38 C Red Intermediate E 175 F/79 C 150 F165 C Yellow Intermediate F 200 F193 C 150 F/65 C Green High J 286 F/141 C 225 F8/107 C Blue Extra High 7 K 360 Ff182 C 300 F/149 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 A 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. O 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: 001-610-559-3300. Installation Reference should always be made to the 1-40 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. taUIII1 victaulic.com 6 It 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 A123 standards. All products are stencilled to meet FM & UL specifications. c®us LISTED AMOM [;]A NFPA 4 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 T - 11/4 - __1.660____" - 1.4Q 991 L '1.81 lbs/ft 2.518 r 61 1-1/2 1.900 1.682 776 209 lbs/ft 3.053 61 2 2375 2157 627 1 2641bs/ft 4.223 37 - 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 3 - 3.500 3.260 354 434 lbs/ft 7.957 19 44.500 4.260 2.50 5.621bs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 1.114 J 1.660 1.380 1.00 227 lbs/ft 2918 51 1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2 2.375 2.067 100 ' 3661b5/ft L 5114 30 2--1/2* 2.875 2.468 1.00 580 lbs/ft 7.875 30 3 3.500 3.068 1._O0 7.58 lbs/ft 10783 19 4* - 4.500 4.026 1.00 10.80 lbs/ft 16.316 - 19 'Only available in Casa Grand AZ 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. For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grande. AZ Dallas, TX Masurlt OH 63017 Bull Moose Tubes® Eddythread 40® is a lightweight replacement for Schedule 40 that has a Corrosion Resistance Ratio of 1. c®us LISTED ADVANTAGES OF BULL MOOSE TUBE® EDDVTHREAD 40® Has a Corrosion Resistance Ratio of 1.0. Has a pressure rating of 300 psi. 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 Il® MIC preventative coating. EODYTHREAD 40® SPECIFICATIONS 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 4IiEiiI7Eiii4!Z 1-1/2 1.900 1 1.654 1.00 2.547 3.468 44 75 3308 - liii] Liii *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. For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com U 1819 clarkoon Road theoterfiekkMo Gerald, MO Kent,WA Casa Grande,AZ Dallao,TX MasuntOH 63017 tIPPROV I]4?M rf4 NFPA Bull Moose Tube's® Eddylite is a lightwall threadable pipe manufactured in NPS 1 " through 2". Eddylite 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. Eddylite 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 APPROVBJ [;] AA NFPA -- 6 ADVANTAGES OF BULL MOOSE TUBP EDDYLITP 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 ASTM A135 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 1660 1482 008 1r jLJ 2364fl61j 1.900 1.712 0.12 4.53 1.967 2.965 61 L ii'ii '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. For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Q~_18!0 Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 cladtson Road chesterfleld.MO 6eca1d,MO KeotWA Casa Grao&AZ Dallas, TX Masuay.OH 63017 Bull Moose Tube's® Eddy Flow® is a specially engineered replacement for Schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding. As an added benefit, it is more economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's® larger ID provides an opportunity for downsizing and further cost savings. ADVANTAGES OF BULL MOOSE TUBE® EDDY FLOW® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. 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 and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. Supplied with EDDY GUARD Il® MIC preventative coating. NPS O.D. EDDY FLOW® EDDY FLOW® WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (ID) CRR° PER FT. WI. SIZE 1-1/4 11 1.660 1.530 1.98 1.222 2.019 i 61 2.78 3.361 7.144 19 c®us LISTED c0ff05i0n 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.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 Clarkson Road chesterfield, MO Gerald, MO Kent. WA cow Grande, AZ DaIla TX Masurts OH 63017 APPROVUI no A NFPA t_ OWSA 7 Dull Moose Tubes® Ultra Eddy® is ADVANTAGES OF BULL MOOSE TUBE® ULTRA EDDY® U 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, dr 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 Eddy® 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 EDDY® WEIGHT WATER BUNDLE (IN) (IN) EDDY® (ID) CRR PER Ft FILLED WI. SIZE 1 1.315 1.201 2.17 .868 1.359 91 1[ 1I192o1 61 1 1-1/2 1.900 1.786 1.11 1.274 2.360 61 [IiiiL 2375 iEi!IiJL i1][iiiL!iIiLi_ J Pressfit is a Registered Trademark of Victauflc Company of America Corrosion Resistance Ratio per latest UL Directory Iistrsg C®IiS LISTED 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. [;] A-- omm NFPA' Q For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, M0 Gerald, MO KentWP. Casa Grande. AZ DallaTX MasurttOH 63017 NPS(IN) 1 1-1/4 1-1/2 2 2-1/2 3 4 _ 1.315 1.660 1.900 2.375 1.201 1.546 1.786 2.261 ULTRA EDDY 0.868 1.107 1.274 1.604 Water-filled WeigIi(Ihlft) 1.359 1.920 - 2.360 3.344 1C.R.R.] 2.17 1.40 1.11 1.00 0D Cin)] 1.660 1.900 2.375 2.875 3.500 4.500 EIIDcmil 1.530 1.728 fl 2.203 2.705 r 3.334 4310 [Eiiywes(b/ft) 1 - 1.222 - 1.844 2330 2809 3361 4.968 EDDY FLOW WaterRIIedWeghtOb/ft 20191 2860 3982 5.299 7.144 11.290 198 T 344 r278 - 166 100 100 LOD (in)] 1.315 1.660 1.900 2.375 2.875 3.500 4.500 [lo:cin) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 SCHEDULE Effq'WeigkM 1.410 1.810 - 2.090 2.640 3.530 4.340 5.620 Watec4iliedWeight(Ib/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 IICRR 1 1527 991 776 627 492 354 250 Loo n) 1.315 1.660 1.900 2.375 I [ibni 1.137 [ 1.482 1.712 2.177 EDDYLITE [ Weight (lb/ft)J 1.260 1.617 r 1.967 2.617 - I Waec1IIedWe4t(Ib/ft) 1.700 -2.364- r 2.965 4230 L6CR. 013 008 012 016 [oDtn)] 1.295 1.650 1.900 2.375 __LD.tn)IIIIIIJ 1.083 1:418 [EDDHREAD, 1.645 2.123 40 1.461 2.070 2.547 3.308 Water-RUed WeiJOb/ft) 1.860 2.754 3.468 4.842 LISTED c®us L__CRR r0.DOn 100 100 100 100 3 o1 1 315 I 1 660 1900 2 375 2 875 4500 [j ) 04 19 1380 l 1610 2067 2469 L 3068 4.026 FM SCHEDULE EmpWesji WaterRIIedWeiitb/ft 1680 2055 2270 k i 2918 2720 3.662 - r 36605800 5.114 7.875 7580 10.783 10800 16.316 APUROVW __L........c.RJtJ. o oo [ ioJToó 1.00 1.00::------.ôo A [4 ,4A.. ONA For Additional Information Contact (800) 325-4467 Or From Canada Call: (800) 882-4666 www.bulImoosetube.com saIes@bullrnoosetube.com NFPA ( 1819 Clarkson Road (J therteefieIdM0 Gerald. MO Kent. WA Casa Grande,AZ Dallas, TX Masurt0H 63017 9 c®usLISTED AFPROV 4 OMFSA NFPA 10 NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE j 0.868 91 1,659 1,896 1.975 [-SCHEDULE 10 1.410 91 2,695 3,079 3,208 1 IIEDDYLITE'IJ 1.260 91 2.408 2.752 2,867 [EDDYIHREAD4O'] 1.461 70 2,148 2,454 2,557 [—SCHEDULE 40- 1.680 70 2,470 2,822 2,940 [ IJLTRAEDDY°J[ 1.107 61 1,418 1,621 1,688 -- [---EDDY FLOW* 1.222 61 1 565 r1 789 1 864 11/4 [sCHEDuLE io] [EDDYLITE' ]if 1.810 1.617 61 61 -7 I 2,319 - 2071 F 2,650 2,367 2,760 2,466 [EDDYT1READ40] 2.070 51 '2217 2534' 2,639 [CHEDULE4iIJ 2.270 51 r 2431 2,778 2,894 [ULTRAEDDY•fl 1.274 61 1,632 1,865 1,943 [EDDY FLOW ' 1.844 61 2,362 2,700 2,812 1-1/2 [rHEDULC1i1 'EDDYLITEIILI 2.090 1.967 61 61 2.677 2.520 3.060 2,880 3,187 3,000 [EbIEAb4o1 2.547 44 2,353 2.690 2,802 [_SCHEDULE 40 1 2.720 44 2,513 2,872 2,992 [ ULTRA EDDY' T 1 604 37 1,246 -11,424 1 484 2 EDDYFL0W] [iEDULE10IL L EDDYLITP 2330 2.640 2.617 - 37 37 37 1810 2,051 2,033 [ 2069 2,344 2,324 2,155 2,442 2,421 - -- [fHREAD40'J. riiiEDULE40]r 3 308 - 3 660 r 30 30 ' r 2084 2,306 - 2 382 - 2635 2,481 2745 Liiiol 2.809 1.770 2,022 2,107 -- 2-1/2 SCHEDULE 10 1 3.530 30 2,224 2,542 2,648 SCHEDULE40I LEDDYFL0I1 5.800 3361 - - 3,654 1,341 - 4,176 1,533 4.350 1,596 - 3 HED rsCULE10 4340 19 -'11,732 - -- 1 2062 SCH EDULE--4-0-'--] 7.580 3024 3,456 ' 3,601 LEDPYFL0W'J 4.968 1,982 - 2,265 2,360 - 4 [iHitThi 5.620 19 2,242 2,563 2.670 riE11EDULE46 j 10.800 - 4,309 4,925 5.130 rsCHEDULEio 1 9.289 r 10 fi 2,229 I 2,322 [6 [SCHEDIJLE1i 16.940 7 2,490 2,846 2,965 [ 8 Only Available In Casa Grande, Al. Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings MaxZone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to l-ILF for the 2006 & 2009 IBC (ASCE7-05 ) & Ci; for NFPA-1 3 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. T25ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 1 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 11/4 136 109 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 2 1/2 549 440 360 309 258 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 1544 1235 1012 1 867 1 726 40 40 40 1 40 1 40 1 37 34 32 30 29 28 26 Bull Moose Tube EDDYTHREAD 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Mx 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-1 3 shown in BOLD TYPE Pipe Transverse Brace Spacing* Size 20 ft. T25ft. 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 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 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 BULL MOOSE TUBE COMPANY 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com c®os LISTED i:; A.- OMFU NFPA For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfleld,MO Gerald, MO KantWA Casa 6rande.AZ Dallas,TX Masurt0I1 63017 11 STYLE 922 The Style 922 Outlet-I provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1114 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, Iightwall, 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 Para Location Date Approved www.victaulic.com VIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VIcTAULIC COMPANY. ALL RIGHTS RESERVED. REV_G 4tauiicr 10.52_i IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 Nominal Size inches/mm H Ole Diameter •1ni.1i.I,kfl,IllIIIOT. 12 Appr X. Weight Each Q~m 1¼ 1h 32 15 1 3A6 30.2 1.30 33.0 1.83 46.5 1.10 27.9 3.87 98.3 2.56 65.0 1.0 0.45 3/4 20 1 30.2 1.28 32.5 1.83 46.5 1.10 27.9 3.87 98.3 2.56 65.0 1.1 0.50 1 25 1 30.2 1.52 38.6 2.18 55.4 1.10 27.9 3.87 98.3 2.56 65.0 1.2 0.54 1½ 1/2 40 15 13/16 30.2 1.42 36.1 1.95 49.5 1.22 31.0 4.08 103.6 2.56 65.0 1.2 0.54 3/~ 20 1 IA6 30.2 1.40 35.6 1.95 49.5 1.22 31.0 4.08 103.6 2.56 65.0 1.2 0.54 1 25 13Ao 30.2 1.64 41.7 2.30 58.4 1.22 31.0 4.08 103.6 2.56 65.0 1.3 0.59 2 ½ 50 > 15 1 30.2 1.66 42.2 2.19 55.6 1.46 37.1 4.60 116.8 2.56 65.0 1.3 0.59 ~ 20 1 3/16 30.2 1.64 41.7 2.19 55.6 1,46 37.1 4.60 116.8 2.56 65.0 1.4 0.64 1 25 13Ao 30.2 1.88 47.8 2.54 64.5 1.46 37.1 4.60 116.8 2.56 65.0 1.5 0.68 2½ x ½ 65 15 1,16 30.2 1.91 48.5 2.44 62.0 1.71 43.4 5.40 137.2 2.56 65.0 1.6 0.73 ~ 20 1~6 30.2 1.89 48.0 2.44 62.0 1.71 43.4 5.40 137.2 2.56 65.0 1.6 0.73 1 25 1 IA6 30.2 2.13 54.1 2,79 70,9 1.71 434 5,40 137.2 2.56 . 1 65.0 1,6 0.73 761 x ½ mm 15 PM 30.2 1.91 48.5 2.44 62.0 1.71 43.4 5.50 139.7 2.56 65.0 1.6 0.73 3/4 20 131`16 30.2 1.89 48.0 2.44 62.0 1.71 43.4 5.50 139.7 2.56 65.0 1.6 0.73 1 ' 25 I 3A6 30.2 2.13 54.1 2.79 70.9 1.71 43.4 5.50 139.7 2.56 65.0 1.7 0.80 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. 4ac-ta _U1 iiie 10.522 REV_G DIMENSIONS IIl III II IPS CARBON STEEL PIPE HOLE CUT PRODUCTS 10.52 PERFORMANCE Run Size u Outlet Size Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120), FT Inches/mm Feet/meters .1 t... 32 -I 1__ Hazen-Williams coefficient of friction is 120 FireLock® Outlet-I STYLE 922 www.victaulic.com 0 Ac—t a _U, i e VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 VICTAIJLIC COMPANY. ALL RIGHTS RESERVED. REV_G 10.52_3 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 A—C—t—aulid VICTAULIc IS A REGISTERED TRADEMARK OF vicTAulic COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 Ductile Iron Threaded Fittings -- - SMITH-COOPEV INTERNATIONAL Ductile Iron Threaded Fittings [pecifications branded ductile iron threaded fittings are UL Listed and FM Approved at 500 psi Rated to 300 WSP U Ductile iron castings conform to ATM A536 c ® L us LISTED Fittkg dimensions conform to ASME B 16.3 Bushings and plugs conform to ASME B16.14 FM < > Fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B 1.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 Temperature )egrees F Working Pressure, Nonshock psiG 300# Class Threaded Fittings -20 to 100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 380 500 360 550 340 600 320 650 300 Fig. 35E3-90° Elbow COUS <~> APPROVED LISTED I I Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0.2 3/4 35E 3006 1.31 70 _140_ 0.3 1 35E 3010 1.50 40 80 0.5 35E 3012 1.75 25 50 0.8 I_1-1/4 1-1/2 35E3014 1.94 18 36 1.1 I. 2_ 35E 3020 2.25 10 20 1.8 I 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 900 Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner Master 3/4x 1/2 35RE3006004 1.20 1.22 80 160 0.3 1 x 1/2 35RE3010004 1.26 1.36 70 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4x1/2 35RE3012004 1.34 iT53 35 70 0.5 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4x1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2x1/2 351RE3014004 1.52 1.75 30 60 0.6 1-1/2x3/4 _35RE3014006 1.52 1.75 25 50 0.7 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1/T1/4 35RE3014012 1.82 1.88 18 36 1.0 2x1/2 35RE3020004 1.60 1.97 18 36 1.0 2x3/4 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2 x 1-1/4 35RE3020012 1.90 2.10 12 24 1.3 2x1-1/2 35RE3020014 2.02 2.16 10 20 1.5 1/1-1/2 35RE3024014 2.16 2.51 6 12 2.2 2-1/2x2 35RE3024020 2.39 2.60 6 12 2.5 Fig. 35F3 -45° Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 1 35F3010 1.13 40 80 0.5 1-1I_. 35F3012 1.29 25_ 50 0.7 1-1/2 35F 3014 1.44 20 40 1.0 2 35F3020 1.69 _10.j 20 1.6 2-1/2 35F 3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size i n Part Number A in Packing Weight lb Inner Master 1/2 35T 3004 1.13 80 160 0.3 _3/4 .35T3006_ 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 35T 3012 1.75 10 20 1.1 1-1/2 35T 3014 1.94 10 20 1.5 2 _35j020 _2.25_ 1-6 12_ _2.4 2-1/2 35T 3024 2.70 4 8 4.3 111 SMITH-COOPER INTERNATIONAL0 • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com COUS AP<> PROVED Fig. 35RT3 - Reducing Tee LISTED Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 1x112 - 35RT3010004 1.26 1.26 1.36 30 60 0.6 1x1/2x1 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 1 x3/4x3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1x3/4x1 35RT3010006010 1.50 1.45 1.50 25 50 0.7 1-1/4x1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4x1/2x1-1/4 35RT3012004012 1.75 1.53 1.75 25 50 0.9 1-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4x3/4x1-1/4 35RT3012006012 1.75 1.62 1.75 20 40 1.0 1-1/4x1 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1x1/2 35RT3012010004 1.34 1.26 1.53 25 50 0.7 1-1/4x1x3/4 35R13012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x lxi 35R13012010010 1.58 1.50 1.69 20 40 0.9 1-1/4x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 l-1/2x1/2x1-1/4 35R13014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x1-1/2 35R13014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1/2x3/4x1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2x3/4x1-1/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 i-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 1-1/2x1x3/4 35R13014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1x1 35R13014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35R13014010014 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 1-1/2x1-1/4x3/4 35R13014012006 1.52 1.45 1.75 16 32 1.0 1-1/2x1-1/4x1 35R13014012010 1.65 1.58 1.80 16 32 1.1 1-1/2x1-1/4x1-1/4 35R13014012012 1.82 1.75 1.88 14 28 1.3 1-1/2x1-1/4x1-1/2 35R13014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35RT3020004 1.49 1.49 1.88 10 20 1.5 2x3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2x1 35RT3020010 1.73 1.73 2.02 8 16 1.7 2x 1 x2 35R13020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 35RT3020012 1. 1.90 2.10 8 16 1.9 2x -1/4x2 35R13020012020 2.25 2.10 2.25 8 16 2.0 x 1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2x1-1/2x1/2 35RT3020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 35R13020014010 1.73 1.65 2.02 8 16 1.5 2x1-1/2x1-l/4 35R13020014012 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-i/2 35R13020014014 2.02 1.94 1 2.16 1 8 16 1.8 Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Pack1 Weight lb Inner Master 3/4x 1 35B13006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1x1-1/2 35B13010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1 xi-i/2 35BT3012010014 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 35B13012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35BT3014020 2.16 2.16 2.02 8 16 1.8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 112 C@US APPROVED Fig. 35CP3 - Straight Coupling with Ribs LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35CP3004 1.38 200 400 0.1 3/4 . 35CP3006 1.63 _100_ 200 0.2 1 35CP3010 1.75 60 120 0.4 1-1/4 35CP3012 2.00_ 35 _70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP300 2.62 15 30 1.2 2-1/2 35CP3024 3.00 9 18 2.2 - Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 lx 3/4 35RC3010006 1.69 60 120_ 0.4 1-1/4 x 3/4 35RC3012006 2.06 40 80 0.6 2 x 1 (not hex) 35RC3020010 2.81 20 40 1.0 Fig. 35HB3 -Hex Bushing Size in Part Number A in Packing Weight lb Inner Master 1x1/2 35HB3010004 1.06 180 360 0.2 i x3/4 35HB3010006 1.06 180 360_ 0.1 1-1/4x1 35HB3012010 1.19 90 180 0.2 1-1/2x1 35H83014010 1.25 75 150 0.4 1-1/2x1-1/4 351-1B3014012 1.25 75 150 0.3 x 1 35HB3020010 1.38 40_ _80 0.6 2x1-1/4 35HB3020012 1.38 40 80 0.6 2x1-1/2 35HB3020014 1.38 40 80 0.6 I I Size in I Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 0.07 i3/4 35SP3006 1.12 350 700 0.1 I 1 35SP3010 1.25 200 400 0.1 . I i-i/4 T35SP3012 1.37 00_ _200 0.3 I .1-1/2 35SP3014 1.44 80 160 0.4 2 35SP3020 1.50 45 90 0.6 Fig. 35U 3- Union with Brass Seat I I Size in Part Number A in Packing Weight lb Inner Master I 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 1.2 V •••Ui _______ __________ _______ 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 3.12 6 - 12 2.4 Fig. 35SP3 - Square Head Plug -.---=-. ;i 113 SMITH-COOPER INTERNATLONALA • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com A A Size in Part Number A in Packing Weight lb Inner Master 1 35X3010 1.50 20 40 0.9 1-1/4 35X3012 1.75 12 24 1.4 1-1/2 35X3014 1.94. 8 16 1.8 2 1 35X 3020 1 2.25 1 6 12 2.8 us ce APPROVED A A Fig. 3513-Cross USTED Fig. 35RX3 - Reducing Cross I Size I in Part Number I I A I I in I B I in I Packing Weight I I lb I Inner I Master I 1-1/4 x1 I 35RX3012010 1.67 I 1.58 15 I 30 1.2 I I 1-1/2x1 35RX3014010 I 1.80 I 1.65 I 12 I 24 I 1.4 2 x 1 I 35RX3020010 2.02 1.73 I 8 16 2.0 Fig. 35C 3- Cap Size i n Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 600 0.1 3/4 35C3006 0.97 200 400 0.1 1 35C3010 1.16 110 220 0.2 1-1/4 35C3012 1.28 70 140 0.4 1-1/2 35C3014 1.33 50 100 0.5 2 35C3020 1.45_ 25 50 0.8 2-1/2 35C 3024 1.70 1 18 1 36 1.6 Fig. 35BC3 - Beam Clamp Size in Part Number A in Packing Weight lb Inner I Master 3/8 35BC3003 0.75 100 200 0.3 1/2 35BC3004 0.75 80 160 0.5 11 SMITH-COOPER INTERNATIONALS • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smirhcooper.com 114 INSTALLATION INSTRUCTIONS FOR WOOD & STEEL INSTALLATION STEPS -!jJjiINTO WOOD & STEEL: IINSTALLAT10N STEPS -I[i] M'JiVINTO WOOD & STEEL:I Insert the appropriate nut driver into a 3/8"or 112'portable drill. Insert the SAMMYV 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', 1/2"ormetric all thread rod, bolt stock. (The 1/2"requires the #14SWred nut driver) Note: When installing DSTR, follow The above instructions, then add retainer nut and torque to 20 foot W. for maximumpullout in purtin steel. Insert the appropriate nut driver into a 318' or It? 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", MID, M8 or metric all thread rod or boll stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlln steel. Ii ,;l Ih.1It [INSTALLATION STEPS . IT?. INTO CONCRETE: Using an SOS 250 carbide tip bit or 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 CSTscmw 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', 1P2", or metric all thread rod or bolt stock. (#14SW 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 -I:(__1M.]MINTO CONCRETE: Using an SDS 250 carbide tip bit or 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 #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", 3/8"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. 011i1ullilIiF SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driverfor installations. SAMM VS® FOR STEEL IRO 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. o nT\ I .Jwww.IlWbuiIdex.conJ 1/4" 8024957 DSTR 100 • 1/4-20 or TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 F 1/4" 8025957 DST 100 1/4-14x1TEKS3 446 20 a.) .036'-20 ga 3/16" 25 125] 114 8026957 DST 150 1/4-14 x 1-1(2" TEKS 3 970 (16 ga.) .036"-20 ga 3/16" 25 125 I 1/4" 8027957 DST 200 1/4-14 x 2" TEKS 3 446 (20 pa.) .036'-20 ga 3/16" 25 125 1/4" 8030957 TEK 500 12-24 a 1-1/2" TEKS 5 3125 (3/16") .188-3116" 1/2" 25 125 3/8" 8038957 DSTR 1• 1/4-20 x1" TEKS 3 1510 (209a.) 1500 1475 .036-20 ga 3/16" 25 125] . ' 3/8" 8037957 DSTR 1-1/2 • 12-24 a 1-1/2TEKS 5 1510 (3/16") 1500 1475 .060-16 ga. 1/2 25 125 #14 Black -3/8' 8039957 516 5/16-18 a 1-114" TEKS 32200(20g3.)1500 1475 .036-20 ga 3/16" 25 125] Nut Driver Part #8113910 3/8" 8040957 DST 10 l x1 /4-14"TEKS3 446 (20 ga.) 970 (116 ga.) .036"-20 ga 3/16" 25 125 318" 8077925 DST 10-SS 1/4-14 xl" TEKS 3 446 (20 ga) .036"-20 ga 125970 1 3/16 25 (16 ga) 3/8" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) I 3/8" 8078925 DST 15-55 114-14 x 1-1/2"TEKS 3 4- (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 1 125 I 318" 8042957 DST 20 1/4-14x2" TEKS 3 446 (20 ga) .036"-20 ga 3/16" 25 125 970 (16 ga.) I 3/8" 8043957 DST 25 114-14 x 2-1 /T TEKS 3 446 (20 ga.) 970 (16 ga.) .036-20 ga 3/16" 25 125 1 We 8044957 DST 30 1/4-14x3"TEKS3 446 (20 ga.) 970 (16 ga.) .036"-20 93 3/16" 25 125 I.._3/8_.....80459sL.. DST 516 5/16-18x1-114"TEKS3 1500 (3/18") 1500 1475 .125-1I8" 3/16" 25 125] . ' 3/8" 8046957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 (3/16") 1500 1475 .250"-1/4" 1/2" 25 125 1/2 8031925 DST 2.0 114-14x2 TEKS 3 446 (20 ga.) 188"3/16" 1/4" 25 1251 970 (169a.) t 1/2" 8033925 DSTR 1.0 • 1/4-20 xl" TEKS 3 f (2j25 1510 (20 ga.) .036-20 ga 3/16" 25 125 1/2" 8034925 DSTR 5A6' 5/16-18x1-1/4"TEKS3 2220 (20ga.) .036"-209a 3/16" 25 125 1/2 8035925 DST 5.16 5/16-18x1-1/4"TEKS3 1500 (3116) .125"-1/8" 3/16" 25 125 #14 SW Red 1/2" 8036925 TEK 5.0 1224 X 11/2 TEKS 5_3125 1 ") .188-3/16 Nut Driver Part #8114910 'Includes retaining nut () each time. When the face of the driver comes into contact with the material you are installing into, continue drilling unfit nut driver spins Y (I SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. 6~Affffl yg I1f.)f.flIUdLU1r •L'L.I,lU'vIlIIL. Made with Tekse self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 112' thicknesses. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the scl-ewgun should be a 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. Made in the U.S.A. www.ltwbulidex.com) 114' 8047957 SWD 100 1/4-14x1' TEKS 3 1471 (16 ga.) .060'-l6ga 3/16' 25 125 1/4' 8049957 SWDR 100 • 1/4-20 xi' TEKS 3 1900 (20 ga.) .036'-20 ga 3/16' 25 125] 3/8' 8050957 SWD 10 1/4-14 x V TEKS 3 1477 (16 ga.) .060-16 ga 3I16 25 125 3/8' 8080925 SWD 10-SS 1/4-14 xV TEKS 3 1477_(16 ga.) .060°-16 ga 3116' 25 121 318" 8051957 SWD 15 1/4-14x1-112'TEKS3 1477 (16 ga.) .060°-16ga 3116' 25 125 8052957 SWD 20 1/4-14 x 2' TEKS 3 1477 (16 a.) .060°-16 ga 3/16' 25 121 318' 8053957 SWD 516 5/16-18x1-114TEKS3 2480 (20 ga.) .036-20 ga 3/16° 25 125 8055957 SWDR1 114-20x1' TEKS 3 1900 (20 ga. 1500 1475 .036'-20 ga 3116' 25 125 ] #14 SW Red 4€> 3/8' Nut Driver f:.t> 3/8' Part #8114910 3/8' 'Includes retaining nut 8054957 SWDR 1-1/2 • 12-24 x 11-1/2'TEKS 5 8058957 SWDR 516 • 5/16-18 x 1-1/4' TEKS 3 8057957 StArT 15 12-24 x 1-1/2' TEKS 5 2375 (3/16) 1500 2480 (20ga.) 1500 2375 (3/16°) 1475 .188'-3116' 1475 .038'-20 ga .188'-3/16' 112' 3/16' 1/2' 25 25 25 125 125j 125 'Eliminates distortion of threaded rod in sloped roof applications. Accommodates 3-1/2 x 12 pitch. 'Installs into angled z-puriin; allows threaded rod to hang plumb. Allows 17° deflection from vertical. 'Made in the U.S.A. &atah° nmonst,ntanT wwwiitwbulldex.cor) #14 Black Nut Driver Part # 8113910 3/8' 8137957 SH-DSTR1' 1/4-20X1' TEKS 3 3220(3/16') 1500 1475 .035' 3/16' 25 125 i- #14 SH Orange Nut Driver Part #8273910 2368(1/2' steel Vertical) 4. 318' 8268957 SH-TEK 50 12-24 x 1-3/4' 1306 (45° off Vertical) TEKS 5 2281 (3/16' HSS) 1585(3/16' HSS 45° off Vertical) 2368 (1/2' steel Vertical) 1/2' 8270957 SH-TEI< 5.0 12-24 a 1-3/4' 1306(45° off Vertical) 3/16' 1/2' 25 12 TEKS 5 2281 (3/16' HSS) 1585 (3/16' HSS 45° off Vertical) Does not conrpty with ROHS requirements /hrcludns retaining nut 1500 (Vertical) 4' 3/16° 1/2' 25 125 850(45° off Vertical) 2-1/2' S A 1141111 V X-P R E S S Installs into Metal Deck, Purlin, or Tubular Steel The Sammy X-Press expands to provide direct vertical attachment in: light gauge steel deck or purtin (22 ga. - 1/8"). Installs in seconds with Sammy X-Press Ile Toot, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility. 'Made in the U.S.A. a avaodamansratun\ wiw/.ltwbulIdex.com) 1/4' 8181922 XP 200 Sammy 1146(22ga) 185(Luminaire) .027' .125' 25 125 Metal Deck X-Press 200 250 (Luminaire) .056' 850 (21W Pipe) .027' 940 (2 Pipe) .029' . <> 318' 8150922 XP 20 Sammy 1146 (22 ga) 185 (Luminaire) .027" 1475 (4' Pipe) .104 .125' 25 125 Metal Deck X-Press 20 250 (Luminaire) .056' 283 (Conduit & Cable) .029' 1500 (V Pipe) .060' Sammy 185 (Lminaire) .029' 940 (2' Pipe) .029" .125' 25 125 Purlin . '€> 3/9" 8153922 XP 35 X-Pressis 1783 (16 ga) 250 (Luminaire) .059" 1475 (4 Pipe) .104' 416 (Conduit & Cable) .059" Pie-Pour Structural Concrete@ 3000 psi Metal Deck Sammy 1146 (22 ga) 85% Pipe) 3/9" 6150922 XP 20 X-Press 20 &50 (21A Post-Pour Range II LWCS 35 PCF (lbs/It') 25 125 Metal Deck ( PIP) Pie-Pour Structural Concrete @3000 psi Post-Pour Range II LWCS 35 PCF fibs! It') The S!dewlnderX-Press expands to provide horizontal attachment in: - 16 ga -3/16" steel - purtin, tubular steel. S) 'Installs in seconds with Sammy X-Press Its Tool, saving me & installation costs. Use in applications where access to the back of the installed fastener Is prohibited; le. metal roof deck, tubular steel, or vapor barrier fabric. 'Less jobsite material needed. No retaining nut required. 'Provides design flexibility. 'Made in the U.S.A. trw.0 a anrauuatbn7\ wwthvbulldex.comJ 11 I Less jobsite material needed. No retaining nut required. Provides design flexibility. Made in the U.S.A. for ceWe or -flt )Of ctteS WiWJ,a o tern fralirn\ www.itwbulldex.com) ii The SwWeIX-Press allows you to hang plumb in extreme roof pitches: 89° in z-pudin 45° in metal deck for 12/12 pitch Installs in seconds with Sammy X-Press ItO Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. 6&14ffDijffff 750 (2' Pipe) 170 Vertical (Luminaire) <' 3/9° 8294922 SXP 20 Swivel 1061 (22 ga Vert) 80 @49° (Luminaire) .029° 635 (2' Pipe) .029' .125' 25 125 Metal Deck X-Press 20 829 (45 011 Vert) 283 Vertical (Conduit & Cable) 233 @49° (Conduit & Cable) 1250 (3-1/2' Pipe) > 3/9° 8295922 SXP 35 Swivel 1 675 (16 ga Vert) 250 Vertical (Luminatre) X-Press 1558(89°otfVert) 80@99°(Luminaire) .050° .029° .129° 25 125 Purlm 500 Vertical (Conduit & Cable) 635 (2' Pipe) 333 @69° (Conduit & Cable) Swivel 1061 (22ga Vert) X-Press 2.0 829 (45 Off Veil) 1/2' 8272957 SXP 2.0 .027' .129° 25 125 Metal Deck Swivel 1675(l6gaVert) lIT 8271957 SXP 3.5 X-Press 3.5 1556(89° 08 Veil) .080' .125' 25 125 Puilin The Sammy X-Press expands to provide direct vertical attachment in: z-pudin (18-16 gauge) Made in the U.S.A. -metal deck (226 gauge) 8194910 UXPIT Universal X-Press It Tool 1 I 8152910 XPDB 25/84' Drill Bit loot tridudes: Sleeve, Bit Receiver, Hex Wrench, and 25164' Drill Bit. APPROVALS LI 8007957 GST 10 118' VecaL 8020957 SWG 10 3/9' Horizontal CPVC 1-1/2" 300 1-1/2" GST2O 3/8 Vertical 21/2 850 H/2"1475 1-112' J 8068925 GST2O-SS 3/9' Vertical 2-1/2" 850 1.1/2' 8010957 GST30 3 Vertical 8009925 GST25-380 3/8" Vertical 4 1500 8022925 SWG 25-380 318'--Horizontal 3-1/24 1500 11/2" 8021957 SWG 20 318' Horizontal 2-1/2'-3'** 1050 1-1/2" L3325 3/8 Horizontal /7 850 1-1 IT 8269957 SH-GST/CST2O 3/9' 45" Angle off Vertical 2-1/2" 850 1-1/2" [957SH-GST/CST203/845 Angle off Vertical 4' 1500 J 8139957 SH-GST2O 3/8' 17"Anqleoff Vertical 3" 1050 1-1/2' 4 1475 1-1/2" 8038957 DSTR 1 3/8' Vertical 4 1500 .035' 4 1475 105' 8037957 DSTR 1-1/2 3/8" Vertical 4' 1500 035' 4" 1475 .105' DSTR5163/8 Ve/8cal 4 1500 037 4 1475 5 8045957 DST 516 3/8' Vertical 4 1500 .188' 4 1475 .188' L TEK50 Vecal 4 1500 250 4 75 1881 8055957 SWDR 1 3/9' Horizontal 4' 1500 .037" 4" 1475 .060' 57SWDR5163/8 Honzonta - 4 00 037 41475 1 8054957 SWDR 1-1/2 3/8" Horizontal 4' 1500 .037" 4' 1475 .060' [sHDSTR13/8i7 Angle off Vertical 4 00 035 4 1475 105 w)ROc7 OILTI( 40 11A, Vertical 2-1/2" 850 70* g off Vertical 1.00_____ 8150922 XP 20 3/9' Vertical 2-1/7 850 .027' 8153922 XP 35 318' Vertical 1500 .060" 4' 1475 .125: 8295922 L9SXP20 3/8 SXP 35 3/8' Vertical or up to 45" Vertical or up to 89" 2' 3-1/2" 750 1250 .027" 2'635 .060' 2' 635 .02T_j .029' 8293957 SWXP35 3/8' Horizontal 3-1/2' 1250 .060' I SAMMYS FOR CONCRETE- PIPE HANGER I Lr CST 2O 2/8' Vertical 4" 1475 3000 8061957 SWC20 3/8' Horizontal 4 1475 3000 [ 8150922 .8150922 XP 20 XP 20 3/8" 2/9' Vertical Vertical 2-1/2' 2-1/2' 850 850 Pre-Pour Structural@ 3000psi Post-Pour Range llLWC35PCF(lbsIft3) I 185 .02r 8150922 XP 20 3/8' Vertical 185 .027; 8153922 XP 35 3/8' Vertical 211 8181922 XP2 0 1/4' Vertical 1185 031 " .02r Vertical 170 8294922 SXP 20 3/9' Vertical 250 .060' 8295922 SXP 35 31W 8293957 SWXP 35 3/8' Horizontal 80 .060" 8153922 XP 35 3/8' Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit [8294922 SXP 2o3/8 Vertical 283 2T Max 4 trade size EMT, RMC, and lMC&5trade size rigoi PVC conduit 1 8295922 SXP 35 3/8' Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit SWXP 35 _8293957 Horizontal 60" Max trade size EMT &6trade sze RMC, IMC, and rigid PVC conduit 8149957 CZ2000 1/4 or.s!8 Onto Vertical Rod UL Listed 4S16 - Cable Hanger, Cat No. C-Z2000 Plenum Rated, Complies W/ NEC Standards Sheet Steel Gauges LgeNo. 22ga. 20 g jg _9! 118" 3116" 114" J Nominal Decimal Equivalent .030" .036' .049' .060" .075' .105' .125' .188' 250' *SWG 25-380 Maximum pipe nice in composite wood joint allowed by UL Is 2-1/2' UL compliance with NEC Standards. *SWG 25-380 Maximum ope nice In wood Umber or joist allowed by UL in UL and FM tests were performed in compliance with NFPA 13 Standards. 20 Maxim= pipe size in composite wood joist allowed by UL is 2-Irr Fastening requirement 5itmes weight of water-tilled sthedule 40 pipe plus 250 pounds. SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were 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 X-PressO 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 Environments' 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 1/8" smaller than root diameter of fastener. Consult the table below: Model Root Diameter GST 2O .182" 118" 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. NFPAJNEC 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 I FM Approvals UL and FM reports are available at www.itwbuildex.com Mm,WA3cO,WCJ,OflNa *"oLwtDA$MoaFu.wo.mz 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 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 Mechanical Anchoring Systems 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. Listinas/AoDrovals 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 IB APPROVHJ lndeoendent code evaluation IBC®/ IRC®2015 IBC®/ IRC®2012 IBC®/ IRC®2009 IBC®/ IRC® 2006 3.3.7 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 319 IMechanical TTAnchoring !Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 1 - Hilti KWIK HUS-EZ I specifications' 2 Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter dbft in. 1/4 Nominal embedment h 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 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 Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete' 2,3,4.5 Nominal Nominal Tension - 4N Shear - qV f' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f' = 6,000 psi f = 2,500 psi f = 3,000 psi f = 4,000 psi f' = 6,000 psi anchor embed. 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 1 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) / 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'.Z3.4.5 Nominal Nominal Tension - 41\1 Shear - anchor embed. f' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f' = 6,000 psi f = 2,500 psi f', = 3,000 psi f = 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 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) 1/4 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) 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 and 6 as necessary. Compare to the steel values in table 4. 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, AC = 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 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 - = 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 Tensile3 Shear' Seismic shear5 diameter thread diameter V. 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 = cfA 5 f as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with V. < 0.6(PA~,..v f as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4V a p 0.60 A..v 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 español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hitti.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'-' - 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' .L toward edge from edge factor in shear4 uncracked concrete fAll fRN JAy fl, fR1 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 0.59 056 040 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 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 8 3-1/4 (83) 0.96 0.78 _______ _______ 0.70 0.63 _______ 0.68 _______ _______ 0.88 n/a - 'ab .' 3-1/2 (89) 0.99 0.80 _______ _______ 0.71 0.64 _______ 0.76 _______ _______ 0.92 n/a E 4 (102) 1.00 1 0.85 0.74 1 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 Ca 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 5 (127) 0.93 0.80 0.70 0.89 Cn 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 ' 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 CO 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 concrete12 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' ± toward edge from edge factor in shear4 cracked concrete fRN JAy 'RV fRy f, 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 0.88 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 CO 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)0) (152) 1.00 0.86 0.74 0.98 (178) 0.92 0.78 1.00 (203) - 0.98 0.82 (229) 1.00 0.86 a ci) 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, f., assumes an influence of a nearby edge. If no edge exists, then I = f. 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. 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 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 deck1''3'4'5'61 Installation in lower flute Installation in upper flute Nominal Nominal internal Nomina Tension - ON Shear - OVn Tension - Shear - anchor thread embed. f= 3,000 psi f= 4,000 psi f= 3,000 psi f,= 4,000 psi f= 3,000 Ps 1 = 4,000 Ps 1 = 3,000 Psi ,= 4,000 Psi 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) (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 soffit of cracked lightweight concrete over metal deck1'2'3'4'5'7'8 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - pN Shear -cpV, Tension -cpN0 Shear -cpV anchor thread embed. 1 = 3,000 psi f= 4,000 psi f= 3,000 Psi F= 4,000 psi f= 3,000 psi J'= 4,000 psi 1 = 3,000 psi ,= 4,000 psi 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) 2-1/2 605 700 915 915 635 735 915 915 UNC (64) (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 (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 = 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 español 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 Minimum 20 gauge steel deck Lro/ Mm. 1-1/4 -f Mm. 12 (typical) Flute edge flute (ridge) Lower 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. H 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 AOl 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 ICC 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 AOl 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 Tensile3 Shear4 Shear' diameter diameter N. V. in. (UNC) lb (kN) lb (kN) lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) . (33) (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 ASO value. 2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements. 3 Tensile N,, = A,,N 4), f, A as noted in CSA P23.3-14 Annex D. 4 Shear determined by static shear tests with v,, < A,,,, (P, 0.6 f,,, R as noted in GSA P23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with v,,,,,, < A,,,, 4), 0.6 f,,,, R as noted in CSA P23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.ushiltLcom 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 Mechanical Anchoring Systems 3.3.7 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 N Design parameter Symbol Units Nominal anchor diameter Ref 1/4 A23.314 Anchor O.D. do in. 1/4 (mm) (64) Effective embedment2 hei in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment2 h no. in. 1-5/8 2-1/2 (mm) (41) (64) Minimum concrete thickness h ,,,1 in. 3-1/4 4-1/8 (mm) (83) (105) Critical edge distance in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance in. 1.5 (mm) (38) Minimum edge distance Cmjn 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 I 2-7/8 (mm) (51) I (73) Minimum specified ultimate strength f uta psi 125,000 (N/mm2) (862) in2 0.045 Effective tensile stress area A N (29.0) Steel embed. material resistance factor for reinforcement - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 D.5.3 Resistance modification factor for shear, steel failure modes3 A - 0.65 0.5.3 lb 3,370 Factored steel resistance in tension N D.6.1.2 (kN) (15.0) lb Factored steel resistance in shear V 750, D.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic V (kN) (1.5) lb 725 Factored steel resistance in shear V. D.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 k,.,,, - 10 0.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete - 7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked conc.' N - 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 1,645 Factored pullout resistance in 20 MPa uncracked concrete" N D.6.3.2 (kN) (3.0) (7.3) Factored pullout resistance in 20 MPa cracked concrete N, lb 340 815 D.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked concrete" N lb 275 815 (kN) (1.2) (3.6) 1 Design information in this table is taken from [CC-ES ESR-3027, dated December, 2015, tables 2, 3, and 4, and converted for use with CSA A23.3-14 Annex D. 2 See figure 1 of this section. 3 The KWIK HUS-EZ I is considered a brittle steel element as defined by CSA A23.3-14 Annex 0 section D.2. 4 For all design cases, 4c6 = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k,) or uncracked concrete (k,) must be used. 5 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. 6 For all design cases, qj, = 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 I 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 KWlK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure N in uncracked concrete1'23'4'5 Nominal Tension - N ___________ ___________ Shear - V f'c = 20 MPa f' = 25 MPa f' = 30 MPa f'c = 40 MPa f = 20 MPa f' = 25 MPa f = 30 MPa IC = 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 1-5/8 665 710 750 820 805 900 985 1,135 (30) (41) (3.0) (3.2) (3.3) (3.6) (3.6) (4.0) (4.4) (5.1) 1 / 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 KWlK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure N in cracked concrete1'2'3'4'5 Nominal __________ Tension - N, Shear - = 20 MPa f = 25 MPa f 30 MPa f = 40 MPa f' = 20 MPa f = 25 MPa f = 30 MPa = 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, k,, = 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 - = 0.75 See section 3.1.8.7 for additional information on seismic applications. Hilti, inc. (US) 1-800-879-8000 1 www.us.hiiti.com I en españoi 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca 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 1+1 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - Nr Shear - V, Tension - N, Shear - Vr anchor thread embed. f', = 20 MPa 1',, = 30 MPa f', = 20 MPa f', = 30 MPa f', = 20 MPa f', = 30 MPa f' = 20 MPa f'c = 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 1,2,3.4,5,6,7,8 Ii Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - N ___________ ' Shear - V ___________ ___________ Tension - N ___________ ___________ Shear - V anchor thread embed. f', = 20 MPa f', = 30 MPa f = 20 MPa f', = 30 MPa f' = 20 MPa 1',, = 30 MPa f'c = 20 MPa f'c = 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 ASO 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 h,,,, (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 - = 0.45 For the 1/4x2-1/2 anchor - o, = 0.85 See Section 3.1.8.7 for additional information on seismic applications. 3.3.73.3 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 UNC 1-5/8 1,475 4 2-1/2 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 en espanoi 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 panels12 Hanger rod size Mm. effective embedment h in. Allowable load Ultimate load Tension lb Shear lb 4.5 Tension lb Shear lb45 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 1/4x1-5/8 13/8 3/8 7/16 1/4 1-5/8 100 IKH-EZ1/4x2-1/213/8 3/8 7/16_i/4 2-1/2 100 1 All dimensions in inches. 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 327 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1A8 3/4 1 7/16 1 610 28 1/2 1½ 3/4 1 9/16 11/4 1130 55 5/8 11/2 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.* WtJ100 3/8 W6 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 3/4" and 11/4" Throat Openings Component of State of California OSHPD Approved c Seismic Restraints System (I LISTED 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 Drolects. 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 ii CUSTOMER SERVICE • 800.786.5266 www.tolco.com 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 9 Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 Size Range - Secures 3/8" thru 7/8" rod in 1" increments 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, rod length and finish 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 Fig. 98 - Rod Stiffener Component of State of California OSHPD Approved c@ us uso 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 HOG 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 1½ 11630 10370 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879' PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com -5-- Fig. 200-1/2. 200-/4 Fig. 200-21I2 to 200-8 Fig. 200 Fm. 200 - 'Trimline" Adiustahie Rand Hanner llnnnr R-Line Fin. R17flNR ®TDLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Coope;B-Line Fig. B3170NF9 Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317014FC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut 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: 0/2" (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. 5/ 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 before installation. Adjusting nut is easily removed. .5 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)). Fig. 200-1 to 200-2 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 Fig. 200C Fig. 200F I 1/2" Pipe Size Rod Size 3I".16 A B irox. Wt./1 II (5.0 200-/4 3/4" (20) /8'-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) 3/8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200_11/4 11/4" (32) /811-16 33/4' (94.0) 2/8" (73.0) 13 (59) 200-1I2 11/2" (40) I811-16 3/8' (98.4) 2/8" (73.0) 14 (6.4) 200-2 2' (50) I8"-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200-2/2 21/2" (65) /8"-16 5I8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3' (75) /81-16 5 /8" (149.1) 4" (101.6) 29 (13.3) 200_3112 31/2" (90) /811-16 7/8" (187.3) 5/4" (133.3) 34 (15.6) 200-4 4" (100) I8"-16 7I8" (187.3) 5" (127.0) 35 (16.0) 200-5 (125) /2'-13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 (150) 1/2"_13 101/8" (257.2) 6/4' (171.4) 73 (33.4) 200-8 8" (200) 1/2".13 131/8" 1 (333.4) 8/4" (222.2) 136 (62.3) Fig. 200S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PW COOPER B-Line 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: - 0/2" (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. ' ; .4- (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)) 2001 to 200-2 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. WE Fig. 200_1/2. 200-/4 Fig. 20021/2 to 200-8 Part No. 200M8-1/2 I Pipe Size I 1/2" (15) Rod Size M8 31/8' A (79.4) 2I8" B (66.7) Approx. '. ' 11 Wt./100 (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) 2I8" (66.7) 12 (5.5) 200Mb-1 1" (25) M10 3/8" (85.7) 2I8" (66.7) 12 (5.5) 200M8-11/4 11/4" (32) M8 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200Mi0-11/4 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) M10 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200M8-2 (50) MB 41/2" (114.3) (76.3) 15 (6.9) 200Mi0-2 2° (50) M10 41/2" (114.3) 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) M12 91/8' (231.8) 61/4 (158.7) 66 (30.2) 200M-6 6" (150) M12 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200M-8 8" (200) M12 131/8" (333.4) 83/4" (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. PPW COOPER B-Line 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-171E & 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. ®TDLCO liii I 1111 Ti1ri. 200H-2-3/8 Pipe 2 ' Size (50) Rod Size 3/8"-16 I 4/16 A (115.9) 3/32 B (81.7) Approx. '. 487 (21.8) Wt./100 200H-2-1/2 2' (50) 1/2"..13 423/3211 (119.8) 3/8" (85.7) 45 (20.4) 200H-21/2-3/8 21/2' (65) I8'-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) 37/8" (98.3) 56 (25.4) 200H-3-3/8 3" 1 (75) I8-16 53/411 (146.0) 327/32" (97.6) 63 (28.6) 200H-3-1/2 3" (75) 1/2"13 5/8" (148.1) 3/32" (100.8) 60 (27.2) 200H-4-318 4" (100) /8"-16 6/8" (174.6) 47/16 (112.7) 76 (34.5) 200H-4-1/2 411 (100) 1/211.13 71/3211 1 (178.6) 1 419/32' (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 8° 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. COOR B-Line P P I 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. 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 FBe 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 + 1800 344-3775 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-gl 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. © 2012 Fire Protection Products, Inc. FPPP, LubeFite are registered trademarks of Fire Protection Products, Inc. FGGJBM/CZ", BlazeMastere, FlowGuard Gold° and Corzan° are registered trademarks of Noveon IP Holdings Corp. -'I LA 0 MADE IN U.S.A. I b1rfl F P P I Description Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants. The particulate PTFE 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 PTFE 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. FBC` 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 LIONSIIEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipefit® 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. Pipefit® 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. FPP15, LubeFir5 are registered trademarks of Fire Protection Products, Inc.bA FBC', BlazeMastet, FlowGuard Gold5 and Co,san5 are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. SpearsO Compatible indicates that ThreadFitO CLEAR has been tested by Spears Manufacturing to be compatible with Flameguard® pipe and fittings. 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. Nu © 2013 Fire Protection Products, Inc. FPP?, ThreadRt5 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 F.R6 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 Golde, BlazeMaster', and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CAJRLSBAD, CA 92010 TEL+1 760 599-1168 + 1 800 344-1822 FAX + 1 800 344-3775 Installation ThreadFit® 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.