Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3257 CAMINO DE LOS COCHES; ; FPC2016-0011; Permit
( City of PERMIT REPORT Carlsbad Print Date: 05/11/2022 Permit No: FPC2016-0011 Job Address: 3257 CAMINO DE LOS COCHES, CARLSBAD, CA 92009-8976 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Applied: 11/17/2016 Valuation: $0.00 Lot #: Issued: 12/16/2016 Occupancy Group: Project #: Finaled Close Out: 03/23/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy Plan Check #: Fieri, Dominic Project Title: Description: RADY CPCMG SPRINKLER TI -RELOCATION OF PENDANT SPRINKLERS - 27 HEADS Applicant: FPContractor: TITAN FIRE PROTECTION INC TITAN FIRE PROTECTION INC ADRIAN GONZALEZ 1341 DISTRIBUTION WAY, # STE 14 1341 DISTRIBUTION WAY, # STE 14 VISTA, CA 92081-8843 VISTA, CA 92081-8843 (760) 295-3436 (760) 295-3436 FEE AMOUNT FIRE NFPA 13 or 13R System 7- 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov A TAIL W 0 FIRE PROTECTION Fire Protection Contractor - License #989280 FIRE SUPPRESSION MATERIAL SUBMITTAL: PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS 16-270 RADY CPCMG 3257 Camino De Los Caches Carlsbad, CA FPC20I6-001 I 3257 Camino de Los Coches ES-9O9RPDA Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 9O9RPDA EXISTINC Reduced Pressure Detector Assemblies Sizes: 21/211 -10" (65-250mm) Series 909RPDA Reduced Pressure Detector Assemblies are used in health hazard applications and are designed exclusively for use in accordance with water utility authority containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water line. Benefits: Detects leaks . . . with emphasis on the cost of unaccountable water; incorporates a meter which allow the water utility to: detect leaks that historically create great annual cost due to waste provide a detection point for unauthorized use. It can help locate illegal taps Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with AWINA epoxy coated, UL/FM listed OSY resilient seated gate valves, CFM (cubic feet per minute) or GPM (gallon per minute) meter and ball type test cocks. A pressure differential relief valve is located in a zone between the check valves. Modular Design Features a modular design concept which facilitates maintenance and assembly access. All sizes are standardly equipped with gate valves and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with s/u" x 3/4' (16 x 19mm) meter Air-in/Water-out relief valve design provides maximum capacity during emergency conditions. No special tools required Specifications A Reduced Pressure Detector Assembly shall be installed on fire protection systems when connected to a public water supply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed and FM approved OSY shutoff valves. Including an auxiliary line consisting of an approved backf low preventer and water meter. The assembly shall meet the requirements of AWWA C511-92; ASSE 1047; UL Classified File No. EX3185; GSA B64 and USC Manual 8th. Edition. Assembly shall be a Watts Regulator Company Series 909RPDA. - - / riI: ---- How it operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompanying air- in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous negative supply and positive backpressure develops, the relief valve uses the air-in/water-out principle to stop potential backflow. Pipe Line Relief Valve Seat Center - - Relief Valve Piston Relief Valve _u Piston Assembly Wiper Seal \A. Relief Valve Bottom Plug Water Air Body Flange Spring Assembly Out In IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-W13. Watts product specifications in U.S. customary units and metric are approalmate and are provided for reference only. For precise measurement please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- 'WA1I"S out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - less shutoff valves Materials Discs: Rubber Body: Epoxy coated cast iron Seat and Disc Holder: Bronze Trim: Stainless steel Test Cocks: Bronze Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) continuous Maximum Working Pressure: 175psi (12.1 bar) Standards AWWAC511-92; CSAB64 USC Manual for Cross-connection Control, 8th Edition Approvals SSIp FM Q L) Approved 1047 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Series 909AG AIR GAPS When installing a drain line, use Series 909 air gaps on Model 909 backflow preventers. Dimensions - Weights NOTE: Piping for 3" 909 will start from #1 gate valve and connect at #2 check valve. Iron Ordering Series/Sizes Dimensions Weight Body Code A B C Model In. mm in. mm in. mm lbs kgs 909AG-F 0881378 11/4"-3"009/909 11A_2u 009 Ml 41/8" 111 6,4 171 2 51 3.25 1.47 2" 009_M2 909AG-K 0881385 4-6" 909 6%' 162 9% 244 3 76 6.25 2.83 8-10909 Ml 909AG-M 0881387 8-10909 73/" 187 111/4 286 1 4 102 15.50 7.03 t.41t!i1I DIMENSIONS WEIGHT in. mm in. A mm in. C mm in. 0 mm in. Di mm E, El in. mm 6 in. ram in. L mm in. R mm T in. mm Ti in. mm lbs. kgs. 21h 65 42½ 1070 16% 416 51/4 133 41/4 114 12 305 7 178 261h 664 14 356 9 229 75/s 194 230 104 3 80 421/a 1070 187/a 479 5¼ 133 41/4 114 12 305 7 178 261/a 664 14 356 9 229 7% 194 230 104 4 100 55'/a 1400 223/4 578 6 152 57/s 149 17 432 9½ 241 37 940 15 381 13/8 346 113/4 299 470 213 6 150 66 1664 1 3014i 765 1 6 152 6 152 203/4 527 14½ 368 1 45 1130 1 16 406 1 135/8 346 1 113/4 299 798 362 8 200 1 781h 1994 1 373,4 959 1 9,4 248 1 85/8 219 26 1 660 181/2 470 55'/4 1403 1 17 432 1 181/2 470 1 163/8 416 1 1456 660 10 250 1 935/s 2378 1 453/4 1162 1 93/4 248 1 85/8 219 32 813 211/2 546 671h 1715 1 18 457 1 181/2 470 1 16% 416 12230 1012 2 Capacity *Typical maximum flow rate (7.5 feet/sec.) **UL rated flow 2½" (65mm kPa psi 207 30i I 172 251 I 138 201 I 103 151 I 69 iohI 35 51 0 01 0 20 40 60 80 100 120 140 160 180 200 220 240 gpm P 0 76 152 228 304 380 456 532 608 684 760 836 912 1pm 6 7.5 10 15 fps 1.8 2.3 3.0 4.6 mps 4" (lOOmm) kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 00 0 50 100 150 200 250 300 350 400 450 500 550 600 gpm AP 0 190 380 50 760 950 11401330 1520 1710 19002090 2280 IPM 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 8" (200mm) kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 00 0 200 400 600 800 1000 1200 1400 1600 18002000 gpm AP 0 760 1520 2280 3040 3800 4560 5320 6080 6840 7600 1pm 5 7.5 10 fps 1.5 2.3 3.0 mps 3" (80mm) c4I _____. s----- I_ R .. .____• I_ 1 ._____ I_ 0 30 60 90 120 150 180 210 240 270 300 330 360gpm 1P 0 114 228 342 456 570 684 798 912 1026 1140 125413681pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 6" (150mm) kPa psi 207 30' I I 172 251 I I 138 201 +IH HH H 103 15 W 1..4 —] 69 10' 35 51 o ol 0 200 400 600 800 1000 1200 1400 1600 gpm P 0 700 1520 2280 3040 3800 4560 5320 6080 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 10" (250mm) kPa psi 207 30 * ** 69 10 35 5 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 gpm AP 0 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 10450 11400 1pm 6 7.5 10 fps 1.8 2.3 3.0 mps 3 FireLock® V27, K5.6 Models V2703, V2707, V2704, V2708 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response w V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent Approvals/Listings: 7,i 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 I41719 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. \4tauljcr 40.10 Technical Specifications: Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2 /13 mm K Factor: 5.6 Imp./8.1 SI.1 Nominal Thread Size: ½' NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa 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 SA. units by 10.0. Job/Owner Engineer Exaggerated for clarity System No. Spec Section Location Paragraph Contractor Approved Submitted By Date 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 X. A-c—taUlic victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS C11000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Standard: 5.0 mm El Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Beryllium nickel Seal: Teflon2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Installation Wrench: El Open End: V27 Recessed: V27-2 Sprinkler Finishes: LII Plain Brass LI Chrome plated LI White painted3 LI Black painted LI Custom painted LI Proprietary Nickel Teflon2 coating3 LI VC-2504 155, 200, 286 SR Only: LI 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 victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Approvals/Listings: Model APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) 1/2 1/2' 1/2" 1/2" 1/2" 1/2" Orifice Size (mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.1.5 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type upright Pendent Recessed upright Pendent Recessed Pendent Pendent Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/681C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C cULus 175°F/79°C 175°F/79°C 175°F179°C 175°F/79°C 175°F/79°C 155°F/68°C 2007/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/1 41 °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/68°C 135°F/57°C FM 175°F/79°C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 2007/93°C 175°F/79°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°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 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 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°F/93°C 200°F/93°C 200°F/93°C 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/14rc 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 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°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°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141 °C 286°F/1 41 °C 286°F/141 °C 286°F/141°C 286°F/1 41 °C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 155°F/68°C 135°F/57°C LPCB 175°F/79°C None None 155°F/68°C None None 2007/93°C 175°F/79°C 286°F/141°C 200°F/93°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/68°C 135°F/57°C VNIIPO 175°F/79°C 175°F/79°C 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 286°F/141°C 286°F/141°C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68°C 155°F/68°C None 155°F/68°C 155°F/68°C None 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 135°F/57°C 155°F/68°C 155°F/68°C VdS 1757/79°C None None 175°F/79°C None None 200°F/93°C 2001793°C 286°F/141°C 286°F/141°C 360°F/182°C 135°F/57°C 135°F/57°C 1551768°C 155°F/68°C CE 175°F/79°C None None 175°F/79°C None None 200°F/93°C 200°F/93°C 286°F/141°C 286°F/1 41°C 360°F/182°C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with 1/2" adjustment escutcheon only - quick response Note: Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. j updated 07/2014 0 2014 Viclaulic Company. All rights reserved. victaulic.com 3 j(tauIic victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Dimensions: 17Ao/ 37 mm 2/8"/ 60 mm 1 WI 41 mm 2,S'I 41 mm 60 mm Standard Pendent - Standard Upright - V2707, V2708 V2703, V2704 2W/60 mm r Max. Hole 2/5l mm Mm. Hole Typical Celli 30 mrn 17 mm ng Tile I "Wl \—Finished Isurface—/ 30 m mm 43 MAXIMUM RECESS - 2xA5 I - 75 mm MAXIMUM EXTENSION ½ Adjustment Recessed - V2707, V2708 (drawing not to scale) 2W/60 mm Max. Hole 2751 mm Mm. Hole 37 24 mm I // Typical Ceiling Tile nm Finished Surface 24 mm MAXIMUM RECESS 2%7 - 7S mm MAXIMUM EXTENSION 3/4"Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 -~ L . Xi -C —ta —U, i e victaulic.com I Sprinklers I FireLocktm I K5.6, V27 I Publication 40.10 Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent to, 3.nnt 8' 2.4,,, 6' Urn 4, 1.2,,, 2' 0.6m 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa 2' 4' 6' 8' 10' 12' 14' 0.6m 1.2. 1.8rn 2A,,, 3am 3.7,,, 43,,, Models V2703, V2704 K5.6 Standard upright Distribution Patterns - Trajectory [i[IiIIIIIIiII %•% ----•\4--- _••.;— tt.. 2' 4' 6' 8' 15 2' 14' 16' 0.6.1.2,,, 1.8,,, 2Ant 3.0,,, 3. 7,,, 4,3,,, 4,0,,, 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 0 2014 Victaulic company. All rights reserved. victaulic.com 5 js4'ctauiic 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa victaulic.com I Sprinklers I FireLock5 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 F138 C Red Intermediate E 175 F/79 C 150 F/65 C Yellow Intermediate F 200 F/93 C 150 F/65 C Green High J 286 F/141 C 225 F8/107 C Blue Extra High 7 K 360 F/182 C 300 F/149 C Purple - M Open - No Bulb ° Standard response only. 8150/65 if wax coated. V27-2 Recessed V27 Open End V2707, V2708 Pendent V2707, V2708 Recessed Pendent V2703, V2704 Upright - / 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. 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 Note Reference should always be made to the 1-40 Victaulic FireLeck Automatic Sprinklers This product shall be manufactured by Victaulic or to Victaulic specifications, All products Installation and Maintenance Sheet for the product you are installing. This installation sheet tube installed in accordance with current Victaulic installation/assembly instructions. is included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications, designs and standard data, and is available in PDF format on our website at victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic is a registered trademark of Victaulic Company. 40.10 2544 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 6 \_/'CtaLJIIc Bull Moose Tube'se 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 Tubee made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. c®us LISTED APPROVED [;] ONMA I NFPW 4 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE 0.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 11/4 1.660 1.442 991 1.81 lbs/ft 2.518 61 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 3.053 61 2 2.375 2.157 627 2641bs/ft 4,223 "37- 2-1/2 2.875 2.635 492 353 lbs/ft 5.893 30 3 3.500 3.260 354 434 lbs/ft 7957 19 4 4.500 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 11/4 1.660 1.380 1.00 227 lbs/ft 2.918 51 11/2 1.900 1.610 100 212 lbs/ft 3.602 44 2 2.375 2.067 100 366 lbs/ft 5114 30 21/2* 2.875 2.468 1.00 580 lbs/ft 7.875 30 3* 3.500 3.068 1.00 7.58 lbs/ft 10.783 19 4* 4.500 4.026 1.00 10.80 lb4ft 16.316 19 *Only available in Casa Grande. AZ 'Corrosion Resistance Ratio per latest ii 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. A For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com U 1819 clarkoon Road chesterfield, MO Gerald, MO Kent. WA Casa Grandry AZ Dallas, IX Masury. OH 63017 Dull Moose Tube'se Eddythread 40 ADVANTAGES OF BULL MOOSE TUBES EDDVTHREAD 40 I.) is a lightweight replacement for i Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion Has a pressure rating of 300 psi. Resistance Ratio of 1. Is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. Is produced in accordance to ASTM Al 35 and A795 Type F, 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. EDDVTHREAD 40 SPECIFICATIONS NOMINAL PIPE O.D. I.D. WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR° LaJFr WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 11/4 1._656' 1.418 1 M 2070 2.754 51 1-1/2 1.900 1.654 1.00 2.547 3.468 44 2 2.375 2.123 100 3.308 4.842 30 *Corrosion Resistance Ratio per latest UI. Directory Listing c®ijs 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. APPROVHJ [;] A.- _ NFPA' For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 46, 6 1819 Clarkson Road chesterfield, MO Gerald. MO KenlWA Casa Grande.OZ DaDaTX MasotxOH 6301? 5 Bull Moose Tube's EddyliteO is a lightwall threadable pipe manufactured in NPS 1" through 2". EddyliteO 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 A135 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters Laboratories (for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less. c®us LISTED <> APPROVED ]4 OAMA NFPA 6 ADVANTAGES OF BULL MOOSE TUBER EDDYLITE Standard outside diameter, unlike some other lightwall threadable pipe products. Lighter in weight than Schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASIM Al 35 minimum yield requirements. Can be used with standard couplings, fittings, and valves. Freight savings. Lower sprinkler system costs without compromising service life. Better hydraulics than Schedule 40. Wall thickness and weight close to Schedule 30; compare to other lightwall threadable water filled products with wall thickness less than Schedule 101 CORROSION RESISTANCE RATIO (CRR) NOMINAL STANDARD INSIDE UL UL WEIGHT WATER BUNDLE PIPE SIZE (IN) O.D. (IN) DIAMETER (IN) THREADED UNTHREADED PER Ft FILLED SIZE 1 1.315 1.137 0.13 7.47 1.260 1.700 91 1-1/4 1.660 1.482 0.08 4.79 1.617 2.364 61 1-1/2 1.900 1.712 0.12 4.53 1.967 2.965 61 2 2.375 2.177 0.16 4.31 2.617 4.230 37 Corrosion Resistance Ratio per latest lii. 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. A A For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com U 1819 Clarkson Road (hesterfieltMO Gerald, MO Kent WA Casa Grande, Dallas, TX Masury,OH 63017 Dull Moose Tube's® Eddy Flow® ADVANTAGES OF BULL MOOSE TUBE® EDDY FLOWS U is a specially engineered Certified to ASTM Al 35 and A795 Type E, Grade A. replacement for Schedule 10 FM approved for roll grooving and welding for use in wet systems. offering better flow characteristics UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type while providing design flexibility, sprinkler systems. This product is FM approved, as well Lightweight - saves shipping costs and offers easier handling. as UL Listed (for U.S. and Canada) Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. for roll grooving and welding. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. As an added benefit, it is more Supplied with EDDY GUARD Il® MlC preventative coating. economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, NPS O.D. EDDY FLOW® EDDY FLOWO WEIGHT WATER FILLED BUNDLE Eddy Flow'sO larger ID provides SIZE (IN) (IN) (ID) CRR° PER FT. WI. SIZE an opportunity for downsizing and further cost savings 11/4 1.660 1.530 1.98 1.222 2.019 61 1-1/2 1.900 1.728 344 1.844 2.860 61 2 2.375 2.203 2.78 2.330 3.982 37 2-112 2.875 2.705 1.66 2.809 5.299 30 3 3.500 3,334 1.00 3.361 7.144 19 4 4.500 4.316 100 4.968 111.290 19 '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. c®us LISTED APFROV n4 Ak NFPA' A ("® For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road 8 chesterfiekLMo Gerald, MO KenWA casaGrande,az 0a114TX MaourxoH 63017 7 Dull Moose Tube's® Ultra Eddy® is ADVANTAGES OF BULL MOOSE TUBEe ULTRA EDDY® I) a versatile product that can be Certified to ASTM Al 35 and A795 Type E, Grade A. roll grooved, welded, and used with FM approved for roll grooving and welding for use in wet systems. Pressfit Products. UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, offers easier handling. Multidimensional: Can be used with all Schedule 5 approved roll grooved, welding and Pressfit* Products for pressures up to 175 psi. Designed to generic Schedule 5 tolerances for easy interchangeability with all approved or listed fittings. Can be supplied roll grooved or plain end. With a larger ID than other products on the market today, Ultra 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 EDDYO WEIGHT WATER BUNDLE (IN) (IN) EDDY (ID) CRR** PER FT. FILLED WT. SIZE 1 1.315 1.201 2.17 .868 1.359 91 1-1/4 1.660' 1.546 1.40 1.107 1.920 61 1-1/2 1.900 1.786 1.11 1:274 2.360 61 2 2.375 2.261 1.00 1.604 3.344 37 Pressfit is a Registered Trademark of Victaulic Company of America Corrosion Resistance Ratio per latest UI. Directory Usting c®us LISTED APPROVED I]A. OAMA NFPA' 8 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com (N 6, Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com 1819 Clarkson Road chesterfiektMo Gerafd,MO Keot,WA Casa Grande.AZ 0a11as,TX MasurtOH 63017 c®us LISTED NPS(IN) 1 1-1/4 1-1/2 2 2-1/2 3 4 0.D. (in) 1.315 1.660 1.900 2.375 D(in) 1.201 1.546 1.786 2.261 ULTRA EDDYO Empty Weight Ob/ft) 0.868 1.107 1.274 1.604 Water-Filled Weight OM) 1.359 1.920 2.360 3.344 - C.R.R.217 140 111 100 O.D.(in) 7 1.660 1.900 2.375 2.875 3.500 4.500 ID(,ii) 1.530 1.728 2.203 2.705 3.334 4.310 [EDDY FLOWn EmptyWeightOb/ft) 1 222 1 844 2330 2809 3361 4968 Watec-FilledWeightOb/ft) 2.019 2.860 3.982 5.299 7.144 11.290 C.R.R.-198 344 278 166 100 100 [ 00(m) 1315 1660 1900 2.375 2.875 3.500 4.500 r- 1.6(mn)1 1.097 1.442 1.682 2.157 2.635 3.260 4.260 SCHEDULE 01 EmptyWeight(mb/ft( 1.410 1.810 2.090 2.640 3.530 4.340 5.620 Watei-RliedWeightOb/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 CR8 1527 991 776 627 492 354 250 6.a(mn) 1.315 1.660 1.900 2.375 1137 1482 .1.712 2,177 EDDYLITEC Empty We!ght (ib/ft) 1 260 1.617 1.967 2.617 Water Wed Weight )1b/1t) 1.700 2.364 2.965 4.230 -- CRR, 0.13 0.08 0.12 0.16 1 0.0(m) 1.295 1.650 1.900 2.375 .0(m) 1.083 1.418 1.645 2.123 [DDTHREAD . Empty Weight (lb/fl) 1 1 461 2.070 2.547 3.308 0 Water-flhled Weight Ob/ft) 1.860 2.754 3.468 4.842 C.R.R. 1.00 1.00 1.00 1.00 O.D.(in) - 1 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D. - . 1.049 1.380 1.610 2.067 2.469 3.068 4.026 SCHEDULE 40 Empty Weight (mb/fl) 1.680 2.270 2.720 3.660 5.800 7.580 10.800 Water-filled Weight fjb/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.316 1.00 1.00 1.00 1.00 1.00 1.00 A For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com U 1819 Clarkson Road Chesterfiel4M0 Gerald, MO KenIWA CasaGrande.AZ DallasjX MasurttOU 63017 9 APPROVHJ 141 A., ~ 0 NFS A NFPA c®us LISTED APPROVOJ no 4A NFPA' 10 21 PIPE LENGTH 24 25 NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE L ULTRA EDDY 0.868 91 1,659 1,896 1.975 SCHEDULE 10 1.410 91 2,695 3,079 3,208 1 EDDYLITEO 1.260 91 2,408 2,752 2,867 EDDYTHREAD40 1.461 70 2,148 2.454 2,557 SCIIEDULE40 1.680 70 2,470 2,822 2,940 - 1 ULTRA EDDY1 1.107 61 1,418 1,621 1,688 EDDY FLOWO 1222 61 1,565 1,789 1,864 SCHEDULE10 1.810 61 2319 2,650 2,760 V 4 EDDYLITE 1.617 61 2,071 2,367 2,466 FDDYTHREAD4O . 2.070 51 -, 2,217 2.534 2,639 SCHEDULE46 2270 51 2431 2778 2,894 ULTRA EDDY' 1.274 61 1,632 1,865 1,943 EDDY FLOW 1.844 61 2,362 2,700 2,812 SCHEDULE10 2.090 61 2,677 3,060 3,187 1112 EDDYLITEO 1.967 61 2,520 2,880 3,000 'EDDYrHREAD4o 2.547 44 2,353 2.690 2,802 SCHVDULE410 2.720 44 2,513 2,872 2,992 -ULTRA EDDY* 1.604 37 1,246 1,424 1,484 EDDY FLOWS 2.330 37 1,810 2,069 2,155 SCHEDULE10 2.640 37 2,051 2,344 2,442 2 EDDYLITE6 2.617 37 - 2,033 2,324 2,421 EDDYTHREAD 40e 3.308 30 2,084 2,382 2,481 SCHEDULE 40 3.660 30 2,306 2,635 2,745 T EODYFIOW 2.809 1,770 2,022 2,107 2-1/2 ----- SCHEDULE 10 3.530 30 2,224 2,542 2,648 SCHEPULE40 . 5.800 3,654 4,176 4.350 EDDY FLOW* 3.361 1,341 1,533 1,596 3 SCHEDULE 10 4.340 . 1,732 1,979 2,062 L I SC REDULE4O 7580 3,024 3,456 3,601 - 1 EDDY FLOW" - 4.968 1,982 2,265 2,360 4 SCHEDULE 10 5.620 19 2,242 2,563 2,670 SCHEDULE40 10.800 4,309 4,925 5,130 6 SCHEDULE10 9.289 10 1951 2,229 2,322 SCHEDULE 10 16 940 7 2,490 2,846 2,965 Only Available in Casa Grande. AZ. 9UU MOOSE rUSE COMPANY 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 IBC (ASCE 7-05 ) & Cp for NFPA-1 3 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. 25 ft. 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 1 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 867 726 40 40 40 40 40 37 34 32 30 29 28 26 Bull Moose Tube EDDYTHREAD 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpii) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 BC (ASCE 7-05) & Cp for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. T25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 119 95 78 67 56 40 40 36 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 c®us LISTED APPROVE no OJJfA NFPA A For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com c 18l9 Clarkson Road Chesterfield MO GeraIdMO Kent WA Casa GrandAZ 0allaTX MasurttOH 63017 11 Para CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved JOB/OWNER System No. Location STYLE 922 The Style 922 Outlet-T 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 1'% through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade 'E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) www.victaulic.com VICTAULIc IS REGISTERED TRADEMARK OF VIcTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVG \jZtauIicr 10.521 IRS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 Dimensions - inches/millimeters WeighlrIxach Approx. I 1/. 1/2 1 1.30 1 1.83 1.10 1 3.87 2.56 1 1.0 32 15 30.2 4 33.0 46.5 27.9 98.3 65.0 0.45 34 1 3A6 1.28 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 1 65.0 0.50 1 1 3/16 1 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 4 38.6 1.42 55.4 1.95 27.9 • 1.22 98.3 4.08 ----1----- 65.0 2.56 t-- 0.54 1.2 ____________ 1½ ½ 40 15 30.2 4.. 36.1 49.5 31.0 103.6 650 ... 4 054 3/4 1 3A6 1.40 . 1.95 1.22 . 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 -.- 1 13/16 1.64 1 2.30 1.22 4,08 2.56 1 1.3 25 30.2 1 41.7 1.66 '- 58.4 2.19 31.0 1.46 103.6 4.60 65.0 1-'- j 2.56 0.59 1.3 2 x ½ 50 15 30 j42.2 55.6 37.1 116.5 65.0 0.59 I , 3/4 13/16 1.64 2.19 1.46 4.60 2.56 1.4 20 302 41] 55.6 37.1 1168 65.0 0.64 1.46 1 1 1.88 2.54 4.60 2.56 1.5 25 30.2 1 3/ 47.8 1.91 64.5 2.44 37.1 1.71 116.8 5.40 65.0 2.56 0.68 W 1,6 211, ½ 65 15 30.2 48.5 62.0 43.4 137.2 65.0 1 0.73 V + " - -,.- . . 4- 3/4 1 3A 1.89 2.44 1.71 5.40 2.56 1.6 20 J9 1 13A6 I 2.13 2.79 1.71 5.40 2.56 j 1.6 25 30.2 13A6 76.1 mm 54.1 1.91 T- 70.9 2.44 43.4 .6 1.71 137.2 5.50 65.0 2.56 L 0.73 1.6 ½ X 15 30.2 4,48.5 162.0 43.4 4_139.7 65.0 0.73 - 3/4 1 3/16 1 1.89 1 2.44 1.71 5.50 2.56 1.6 20 30.2 48.0 62.0 43.4 139.7 65.0 0.73 1 r 2.79 .71 r0 2.561 U 25 30.2 1 54.1 I 70.9 . 43.4 139.7 65.0 1 0.80 FireLock® Outlet-T STYLE 922 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 REGISTERED TRADEMARK OF VJCTAULIC COMPANY. 0 2009 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. 10.522 \4tauIic REV_C IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T PERFORMANCE Hazen-Williams coefficient of friction is 120 www.victaulic.com VICTAIJLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. A-Ctauluc REVG 10.523 STYLE 922 INSTALLATION Reference should always be made to the I-lOU 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 ictaulic' vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. 10.52 I I 41 ( Ductile Iron Threaded Fittings Specifications branded ductile iron threaded fittings are UL Listed and FM Approved at 500 psi Rated to 300 WSP u Ductile iron castings conform to ASTM A536 c ® L us LISTED Fitting dimensions conform to ASME B16,3 Bushings and plugs conform to ASME 1316.14 < > Fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 9001:2D08 and ISO 14001 Temperature Degrees F Working Pressure, Nonshock psG 3C 3# Class Threaded Fittings -20to100 1.50 500 - 500 200 480 250 460 - 300 350 400 450 500 550 600 - 650 440 420 400 380 360 340.- 320 300 c®uS <E> APPROVED LISTED Fig. 35E 3_900 Elbow Size in Part Number A in Packing Weight lb Inner Master 1!2 3/4 1 1-1/4 - 1-1/2 2 2-1/2 35E 3004 35E3006 35E 3010 35E 3012 35E 3014 35E 3020 1.13 131 1.50 1.75 1.94 2.25 100 70 200 140 80 50 0.2 03 40 25 18 0.5 08 36 20 1.1 1.8 10 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 I Master 3/4 x 1/2 1 x 1/2 35RE3006004 35RE3010004 1.20 1 26 1.22 1.36 80 160 0.3 0.4 70 140 1 x3/4 1-1/4x1/2 1-1/4x3/4 1-1/4 x 1 1-1/2x1/2 1 1/2 x 3/4 1-1/2x1 1-1/2x1-1/4 2x1/2 35RE3010006 1.38 1.45 50 100 0.4 35RE3012004 1.34 1.53 35 70 70 60 0.5 35RE3012006 35RE3012010 1.45 1.58 1.52 1.65 1.82 1.63 1.67 35 0.6 0.7 0.6 0 7 0.8 30 30 25 35RE3014004 35RE3014006 __T52 1.75 1 75 60 50 40 35RE3014010 35RE3014012 1.80 1.88 1.97 1.97 2.02 20 18 18 18 16 12 10 36 1.0 1.0 351RE3020004 1.60 1.60 1.73 190 2.02 36 2x3/4 2 x 1 35RE3020006 36 32 24 1.0-- 1.2 13 1.5 35RE3020010 35RE3020012 35RE3020014 2x 11/4 2x1-1/2 210 2.16 20 21/2x1 1/2 2-1/ix 2 35RE3024014 216 251 2.60 6 12 22 35RE3024020 2.39 6 12 2.5 Fig. 35F 3-45° Elbow Size in P ii Number a in A Packing Weight lb Inner Master 1/2 3/4 1 1-1/4 1-112 2 2-1/2 35F 3004 35F 3006 35F3010 35F 3012 0.88 0.98 150 300 0.2 80 40 25 20 160 80 50 40 0.3 0.5 0.7 1.0 1.13 1.29 1.44 14 -3 35F3020 35F3024 1 . .69 20 10 1.6 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 1 35T 3004 3513006 1.13 80 30 160 60 50 20 0.3 0.5 -1 3-1 3513010 1.50 25 0.7 1-1/4 1-1/2 35T3012 3513014 351 3020 35T 3024 1.75 10 1.1 1.94 10 20 1.5 2 2.25 2.70 6 4 12 8 2.4 2-1/2 4.3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com C@Ul <~> APPROVED Fig. 35RT3 - Reducing Tee LISTED Size in Pad Number A in B in C in Packing Weight lb Inner Master 3/4x1/2 1 x 1/2 1x1/2x1 1 x3/4 35RT3006004 1.20 1.20 1.22 60 120 0.4 35R13010004 1.26 1.26 1.36 30 60 06 358T3010004010 1.50 1.38 1.36 1.50 1.45 30 25 60 50 0.6 35R13010006 1.38 06 1 x3/4x3/4 35RT3010006006 1.38 1.31 -i.45 35 70 0.6 1x3/4x1 35RT3010006010 1.50 145 150 25 50 07 1-1/4x1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-114 x 1/2 x 1-1/4 1-1/4x314 1-1/4 x 3/4 x 1-114 1-1/4x1 11/4x1x1/2 1-1/4x1x3/4 358T3012004012 1.75 1.53 1.75 25 50 0.9 0.9 1.0 35RT3012006 1.45 1.45 1.62 15 30 40 35813012006012 1.75 1.62 1.75 20 35813012010 1.58 1.58 1.67 15 25 30 50 1.0 07 0.8 35813012010004 134 126 153 35R13012010006 1.45 1.38 1.63 20 40 1 1/4x lxi 35813012010010 35R13012010012 158 1.75 150 1.69 169 1.75 20 15 40 30 09 1-1/4x1x1-1/4 1-112 x 1/2 l-1/2x1/2x1-1/4 1 1/2 x 1/2 x 1 1/2 1.0 35R13014004 35R13014004012 1 41 1.41 1 66 16 32 48 1.0 1.81 1.56 1.88 24 1.1 35813014004014 1 94 '-T.- 66 1 94 12 24 1.2 1-1/2x3/4 358T3014006 1.52 1.52 1.75 16 32 1.1 1-112 x 3/4 x 1 1/4 35R13014006012 194 166 188 20 40 11 1-1/2x3/4x1-1/2 35R13014006014 1.94 1.75 1.94 18 36 1.2 1-1/2 xi 1-1/2x1x112 35813014010 1.65 1.65 1.80 12 24 1.2 35R13014010004 1.44 1.25 1.69 20 40 0.8 11/2x1x3/4 1-1/2x1x1 35R13014010006 150 144 1.50 175 16 32 32 09 1.0 35R13014010010 1.65 1.80 16 1-112 x lxi 1/4 1-1/2x1x1-1/2 35R13014010012 35813014010014 182 1.94 167 1.80 188 1.94 12 24 24 - 12 12 1.3 1-1/2 x 11/4 35813014012 1.82 1.82 1.88 1.66 12 16 - 16 24 32 32 32 1.4 1-1/2 x 1-1/4 x 1/2 35813014012004 1.41 1.34 0.9 1.0 1.1 1-112 x 1-1/4 x 314 1-1/2x1-1/4x1 35813014012006 1 52 1.45 1.75 35R13014012010 1.65 1.58 180 16 11/2x11/4x 11/4 35R13014012012 782 175 1.88 188 14 28 28 .20 20 13 1.4 1.5 1.6 1-1/2x1-1/4x1-1/2 35R13014012014 1.94 1.94 1.4 2x1/2 2x314 2 x 1 2 x 1 x 2 2 x 1 1/4 2x1-1/4x2 2x1-1/2 2x1-1/2x1/2 2x 1 1/2x3/4 35R13020004. 1.49 1.49 1.88 1.97 10 35R13020006 35813020010 1.60 1.60 10 1.73 1.73 202 8 16 1.7 35813020010020 2.25 2.02 2.25 8 16 1.9 1.9 - 2.0 2.1 35RT3020012 1 90 1.90 2 10 8 16 16 - 16 20 35R13020012020 2.25 2.10 2.25 8 35R13020014 2.02 1.49 202 2.16 1.88 8 35R13020014004 1,41 10 10 1.3 14 1.5 17 1.8 35 813020014006 160 152 1.65 182 197 20 - 16 16 16 2x1-1/2x1 35813020014010 1.73 2.02 210 8 8 2x11/2x11/4 2x1-1/2x1-1/2 35RT00014012 190 35R13020014014 1 2.02 1.94 2.16 8 a Fig. 35BT3 - Bull Head Tee Size in U Part Number A in B in C in lb Inner 3/4x1 35B13006010 1.45 1.45 1.37 30 PaclinaWeight 0.6 1.0 1 x 1 1/4 1 x 1-1/2 35B13010012 1 67 1 67 158 20 35B13010014 1.80 1.80 1.65 15 1-1/4x lx 1-1/2 1-1/4x1-i/2 35B13012010014 35B13012014 1.88 1.88 1.80 1.82 15 30 30 20 1.2 1.3 1.6-- 1.88 1.82 15 1-1/4 x 2 35B13012020 210 210 1;90 10 1-112 x 1-1/4 x 2 11/2x2 35B13014012020 2.16 2.10 2.02 10 20 16 1.8 18 35B13014020 216 216 202 8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • wwwsmithcooper.com 112 ce us APPROVED Fig. 35CP3 - Straight Coupling with Ribs LISTED Size a Number mber A in Packing Weight lb Inner Master 1/2 35CP3004 35CP3006 1.38 - 1.63 200 400 0.1 02 3/4 - 100 200 - 1 35CP3010 35CP3012 1.75 60 120 70 - 0.4 0.5 1-1/4 2.00 35 1-1/2 35CP3014 35CP3020 2.19 25 50 0.7 2 262 15 30 12 2-1/2 35CP3024 3.00 9 18 2.2 Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35HB3010004 1.06 180 360 0.2 1x3/4 35HB3010006 106 180 360 01 1-1/4x1 35H83012010 1.19 90 180 0.2 1-1/2 x 1 35HB3014010 1.25 75 150 04 1-1/2x1-1/4 351-1B3014012 1.25 75 150 0.3 2x1 - 35HB3020010 1.38 40 80 0.6 2x1-1/4 35HB3020012 1.38 40 80 0.6 2x1-1/2 35HB3020014 138 40 80 06 LiI nil Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master 1x1/2 35RC3010004 1.69 80 160 0.3 1x3/4 35RC3010006 169 60 120 _04- 1-1/4 x 3/4 35RC3012006 2.06 40 80 0.6 2x1( not hex) I 35RC3320010 2.81 20 40 to Fig. 35HB3 - Hex Bushing Fig. 355P3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 - 0.07 3/4 35SP3006 1.12 350 700 0.1 1 35SP3010 1.25 200 400 0.1 1-1/4 - 353P3012 1.37 100 200 03 1-1/2 2 35SP3014 1.44 80 160 0.4 35SP3020 - 1.50 45 90 0.6 n Fig. 35U 3- Union with Brass Seat Size in Part Number ______________ A in Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 11/4 35U 3012 250 15 30 12 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 312 6 12 24 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 35RC3010006 1.69 80 160 120 0.3 0.4 1 x3/4 1.69 60 1-1/4 x3/4 35RC3012006 2.06 40 80 0.6 2 x,1 (not hex) 35RC3020010 2.81 20 40 -- 1.0 Fig. 35H83 - Hex Bushing Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 1 x3/4 - 1-1/4x1 1-1/2x1 1-1/2 x 1-1/4 35H83010004 35H83010006 1.06 180 360 0.2 1.06 1.19 180 90 360 180 0.1 T 0.2 35HB3012010 35H63014010 35HB3014012 1.25 75 150 0.4 0.3 1.25 75 150 2x1 35HB3020010 1.38 40 80 0.6 2 x 1-1/4 2x1 1/2 35HB3020012 35HB3020014 1.38 40 80 0.6 138 - 40 80 06 c®uS <E> APPROVED Fig. 35CP3 - Straight Coupling with Ribs LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35CP3004 35CP3006 1.38 200 400 200 0.1 0 2 3/4 1.63 100 1 35CP3010 35CP3012 1.75 60 120 70 0.4 05 1 1/4 200 2.19 35 1-1/2 35CP3014 25 50 30 0.7 - 1.2 2 35CP20 30 262 3.00 15 2-1/2 35CP3024 9 18 1 2.2 Fig. 35RC3 - Hex Reducing Coupling Elil Fig. 355P3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 3/4 35SP3004 35 SP3006 0.94 600 1200 700 0.07 0 1 112 350 1 1-114 35SP3010 1.25 200 400 0.1 0.3 35SP3012 1.37 100 200. 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 Size in Part Number A in Packing Weight lb Inner Master 1 35U 3010 35U3012 2.19 20 40 1.0 1-114 250 15 30 12 1-1/2 2 35U 3014 35U 3020 2.62 10 20 1.7 24 312 6 12 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com c®uS <> APPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 1 1- 1/4 1-1/2 2 35X 3010 - 35X3012 35X3014 35X 3020 1.50 1.75 1.94 2.25 20 12 8 6 40 24 16 12 0.9 1.4 1.8 . 2.8 A A Fig. 35X 3— Cross Fig. 35RX3 - Reducing Cross Size Part Number U A in B in Packing Weight lb Inner Master 1-1/4x1 1-112 x I 2x1 35RX3012010 35RX3014010 1.67 1.58 15 30 24 1.2 14 180 2.02 165 12 35RX3020010 1.73 8 16 2.0 Fig. 35C.? — Cap Size in Part Number ______ A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 200 600 400 220 0.1 0 1 02 0.4 0.5 0.8 3/4 1 35C 3006 35C3010 0.97 1.16 110 1-1/4 1-1/2 3503012 35C3014 ...35C 3020 1.28 70 140 1.33 1.45 1.70 50 25 100 2 50 2-1/2 35C 3024 18 36 1.6 Fig. 35BC3 - Beam Clamp Size in Part Number A in Packing Weight I lb Inner I Master 3/8 112 35BC3003 0.75 100 200 0.3 05 35BC3004 075 80 160 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 8904456 • www.smithcooper.com 114 SA 11/1114 V X- P R E S 5 Installs into Metal Deck, Purlin, or Tubular Steel The Sammy X-Press expands to provide direct vertical attachment in: - light gauge steel deck or purlin (22ga.-118"). Installs in seconds with Sammy X-Press Ite 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. Less jobsite material needed. No retaining nut required. Provides design flexibility. Made in the U.S.A. 0 a aieodomons!atun\ wwwJtwbuIIdex.comJ 1/4" 8181922 XP 200 Sammy 1146(22ga) 185 (Luminaire) 250 (Luminsire) :X-Press 200 : 125" 25 125 Metal Deck 850 (2W Pipe) .027" 940 (2" p• 629" 3/8' 8150922 XP 20 Sammy 1146(22gal 185 (Luminaire) 1475 (4' Pipe) 104" .125" 25 125 Metal Deck 283 (Conduit & Cable) .029" 1500 (4* Pipe) .060" . S 3/8" 8153922 XP 35 Sammy 185 (Luminaire) .02T 940 (2'Pipe) 029' X-Press 35 1783 (16 gal 250 (Luminaire) 475 .125" 25 125 Purlin 416 (Conduit& Cable) .059" T Pre-Pour Structural Concrete@ 3000 psi Metal Deck 4. 3/& 8150922 XP 20 Sammy 1146(22gal 850(24Pipe) 25 125 X Press 20 Post-Pour Range liLWCs35PCFfbs/113) - Metal Deck - Pie-Pour Structural Concrete @3800 psi -fl Post-Pour Range II LWCS 35 PCF (thai ft" r The SldewlnderX-Press expands to provide Less jobsite material needed. -16 ga -3I16 steel - purlin, tubular steel. No retaining nut required. "Installs in seconds with Sammy X-Press It" Tool, • Provides design flexibility. saving time & installation costs. " • horizontal attachment in: "Made in the U.S.A. Use in applications where access to the back of the installed fastener is prohibited; le. metal roof deck, tubular steel, or vapor barrier fabric. -h u vkieocensr!aOonT\ wwwitwhulldex.comj - d 3/8" 8295957 SP35 1790(16ga) 50 (1.uminaru) .059' 125" 25 /25 Purliri ---.. - ----. 416, - The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.1. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. US: http://submittals.us.hilti.com/PTGVoI2/ CA: http://submittals.us.hilti.com/PTGVoI2CAI To consult directly with a team member regarding our anchor fastening products, contact Hilti's team of technical support specialists between the hours of 7:00am - 6:00pm CST. US: 877-749-6337 or HNATechnicalServices(ähilti.com CA: 1-800-363-4458, ext. 6 or CATechnicalServiceschilti.com Hilti, Inc. 7250 Dallas Parkway, Suite 1000 Piano, TX 75024 1-800-879-8000 www.hiiti.com KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 33.7 3.3.7.1 Product description 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. 337.2 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/ADDrovals 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 L LA APPRDVBI IndeDendent code evaluation IBC®/ IRC®2015 IBC®/ IRC® 2012 IBC®/ IRC®2009 IBC®/ IRC® 2006 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 Orderinq information 3.3.7 Huh, 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 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 1 - Hilti KWlK HUS-EZ I specifications12 Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter d bft in. 1/4 Nominal embedment hflO,C 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 1. ft lb (Nm) 18 (24) Wrench size in. 7/16 1 is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details wrench size da -I . Ch - hei hnom -J, h ) - dbit Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 Nominal Nominal Tension - cN Shear - anchor embed. f c = 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) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) 1/4 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in cracked concrete', 2,3,4,5 Nominal Nominal Tension - 4N,, Shear - anchor embed. 1 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, A. = 0.68; for all -lightweight, A = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic 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 - a 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 Tensile' Shear' Seismic shear' diameter thread diameter 4N 4V in. in. lb (kN) lb (kN) lb (kN) 1/4-20 3,680 815 365 UNC (16.4) (3.6) (1.6) 1/4 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, = 4ACoNf,to as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with 4V < 0.6(pAw,v f,, as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4V, C (P 0.60 A 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.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 5 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in uncracked concrete 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 shears ..L toward edge from edge factor in shear4 uncracked concrete IAN 'RN JAy .fRV 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 hnom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 3 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 n/a E 4 (102) 1.00 0.85 _______ _______ 0.74 0.66 _______ 0.92 _______ _______ n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 P92 0.81 CrJ 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 g 5 (127) 0.93 0.80 0.70 0.89 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 CM 9 (229) 1.00 1 0.86 CO 10 (254) 0.89 CL 11 (279) 0.93 12 E(305) 0.97 14 (356) 1.00 Table 6 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in cracked concrete1'2 Edge distance in shear 11to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear3 I toward edge from edge factor in shear4 cracked concrete fAN fRN JAy 1RV 'RV IHV______ Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1j2 1-5/8 2-1/2 1-5/8 2-1/2 h 0,,, (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 cu 4-1/2 (114) 0.89 1 0.77 0.68 - 1.00 0.85 D 5 (127) 0.93 0.80 0.70 0.89 U) 0) A) 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.98 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 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 AN = IAN 4 Concrete thickness reduction factor in shear, f assumes an influence of a nearby edge. If no edge exists, then f V = 1.0. EJ 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. 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 321 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWlK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' Z3,4,5,6,7 Installation in lower flute Installation inupper flute Nominal Nominal Nominal Tension - 4N Shear -(pVn Tension - 4N,, Shear - On internal anchor thread embed. f'= 3,000 psi f'= 4,000 psi f'= 3,000 psi f'= 4,000 psi f= 3,000 psi f'= 4,000 psi f',= 3,000 psi f',,= 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 KWlK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck" 2'3'4'5'67'8 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - qN Shear - pV Tension - Shear - 4V anchor thread embed. f'= 3,000 psi f',= 4,000 Ps f'= 3,000 psi f',,= 4,000 psi f',= 3,000 psi f'= 4,000 psi f= 3,000 psi f'c= 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) 1/4 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) UNC 2-1/2 605 700 915 915 635 735 915 915 (64) (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 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 (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads Only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N = 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.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 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" Co } L) Yv .. h 'r Mm. 3,000 psi sand-lightweight - or normal-weight concrete - /-i - : It. -' I _• -' ,• _- ..) L_ (typical) Mm. 1-1/4 IVilil. 14 klyi Minimum 20 gauge steel deck Lower flute (ridge) 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 AOl 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 ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hiltLca Table 9 - Steel resistance for Hilti KWIK HUS-EZ I H carbon steel screw anchor12 Nominal Internal anchor thread Tensile5 Shear4 Shear' diameter diameter Nsar Vsar in. (UNC) lb (kN) lb (kN) lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) (3.3) (1.5) 3,370 725 620 1/4 3/8-16 (15.0) (3.2) (2.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements. 3 Tensile N, = AN (p. f R as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with v < A 0 4 0.6 f lR as noted in CSA A23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with V, < A 4 0.6 f R as noted in CSA A23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1 -800-879-5000 I Huh (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 323 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 D' H Design parameter Symbol Units Nominal anchor diameter Ref 1/4 A23.3-14 Anchor O.D. d in. 1/4 a (mm) (6.4) Effective embedment2 h 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 4-1/8 h in. 3-1/4 min (mm) (83) (105) Critical edge distance cac in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance S ncac in. 1.5 (mm) (38) Minimum edge distance Cmin in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h5 in. 2 I 2-7/8 (mm) (51) (73) Minimum specified ultimate strength uta psi 125,000 (N/mm') (862) in 0.045 Effective tensile stress area A N (mm2) (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 0.5.3 Resistance modification factor for shear, steel failure modes' R - 0.65 D.5.3 lb 3,370 Factored steel resistance in tension N r D.6.1.2 (kN) (15.0) lb 750 Factored steel resistance in shear V D.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic Vsaeq (kN) (1.5) lb 725 Factored steel resistance in shear Vsa, 0.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic V,6q (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete kcnpr - 10 D.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete kccr - 7 0.6.2.2 Modification factor for anchor resistance, tension, uncracked conc.4 qJ0 - 1.0 0.6.2.6 Anchor category - - 3 1 1 0.5.3 (c) Concrete material resistance factor tp - 0.65 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 0.75 1.00 0.5.3 (c) Condition B5 lb 665 1,645 Factored pullout resistance in 20 MPa uncracked concrete Nprancr D.6.3.2 (kN) (3.0) (73) Factored pullout resistance in 20 MPa cracked concrete Nprcr lb 340 815 0.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked concrete6 N pr,eq lb 275 815 0.6.3.2 (kN) (1.2) (3.6) Design information in this table is taken from ICC-ES ESR-3027, dated December, 2015, tables 2, 3, and 4, and converted for use with CSA A23.3.14 Annex D. See figure 1 of this section. The KWIK HUS-EZ lis considered a brittle steel element as defined by CSA A23.3-14 Annex 0 section 0.2. For all design cases, qj06 = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k,) or uncracked concrete (koanc,) must be used. For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section 0.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. For all design cases, qi = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESR-3027 for additional information. 324 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure tI in uncracked concrete' 2,3,4,5 Nominal Tension - N Shear - V ___________ f = 20 MPa f' = 25 MPa f, = 30 MPa f' = 40 MPa f, = 20 MPa f, = 25 MPa I' = 30 MPa f = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900ps1) (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 KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure H in cracked concrete' 2,3,4,5 Nominal __________ Tension - N Shear - V, f', = 20 MPa f', = 25 MPa f' = 30 MPa f'c = 40 MPa f', = 20 MPa I,, = 25 MPa f = 30 MPa f', = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 340 360 385 415 565 630 690 795 (30) (41) (1.5) (1.6) (1.7) (1.9) (2.5) (2.8) (3.1) (3.5) 1/4 1.92 2-1/2 815 915 1,000 1,155 1,560 1,740 1,910 2,205 (49) (64) (3.6) (4.1) (4.4) (5.1) (6.9) (7.7) (8.5) (9.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 to 6 as necessary. Compare to the steel values in table 9. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - 0N,seis = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - ON see 0.75 See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 325 33.7 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' 2'34'56'7 H Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - N Shear - Vr Tension - N Shear - V anchor thread embed. = 20 MPa f' = 30 MPa f, = 20 MPa f = 30 MPa f = 20 MPa I' = 30 MPa f' = 20 MPa I' = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in, in, in. (mm) kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6,7,8 II Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tens ion - N Shear - Vr Tension - Nr Shear - Vr anchor thread embed. IC = 20 MPa f', = 30 MPa IC = 20 MPa f' = 30 MPa I' = 20 MPa f', = 30 MPa IC = 20 MPa I' = 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/ UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1-5/8 300 340 365 415 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x ho,C (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 0Ne = 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 1/4x1 -5/8 anchor - a. = 0.45 For the 1/4x2-1/2 anchor - o, = 0.85 See Section 3.1.8.7 for additional information on seismic applications. 3.3.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - Hilti KWIK HUS-EZ I (KH-EZ) tested load values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 UNC 1-5/8 1,475 2-1/2 4 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. 326 Hilti, inc. (US) 1-800-879-8000 1 www.us.hiiti.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 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ I) allowable stress design values for installations into hollow core concrete panels' .2 Hanger rod size Mm. effective embedment h 1 in. Allowable load' Ultimate load Tension lb Shear 1b45 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 3.3.7.4 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 1/4x1-5/8 11/4 1/4 3/8 1/4 1-5/8 100 KH-EZ 1/4x2-1/211/4 1/4 3/8 1/4 2-1/2 100 KH-EZ 1/4x1-5/813/8 3/8 7/16 1/4 1-5/8 100 KH-EZ 1/4x2-1/213/8 3/8 7/16 1/4 2-1/2 100 1 All dimensions in inches. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Huh (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.* WtJ100 3/8 13A6 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 1114 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 1Ae 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 OSHPO Approved c YL us LISTEDSeismic Restraints System Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2' and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electra-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 .1 CUSTOMER SERVICE • 800.786.5266 www.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 • 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 LISTED Seismic Restraints System Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8' thru 7/8' rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 11/2 11630 10370 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE.. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE '800'786.5266 www.tolco.com Fig. 200.21/2 to 200-8 Fig. 200 Fig. 200S Fici. 200 - "Trimline" Adjustable Rand Hanoer (Conner fl-tine Fin. B17flNR ®TDLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper 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: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily 44 installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in _ - hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed 0/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (/4 (20mm) thru 8 (200mm)). Fig. 200-1 to 200-2 Conforms to Federal Specifications WW-H-171 E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel ha 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 F1iEr. 2O0/ Pipe in. 1/2" Size (15) Rod Size I8'-16 31/8" in. ..__l A (79.4) 2/8' in. J_ii B (66.7) Approx. I 11 II (5.0) 200-3/4 3/4' (20) /8-16 31/8" (79.4) 21/2 (63.5) 11 (5.0) 200-i ill (25) /8'-16 3I8 (85.7) 2/8' (66.7) 12 (5.5) 21)0:11 /4 - 11/4" (32) /8'-16 33/4' (94.0) 2I8" (73.0) 13 (5.9) 200_11/2 11/2" (40) I8"-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) 21/2" (65) /"-16 5I8' (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) /8"-16 5I8" (149.1) 4" (101.6) 29 (13.3) 200131/2 31/2" (90) /8"-16 7I8" (187.3) 51/4" (133.3) 34 (15.6) 20074 4" (100) I8"-16 7 /8" (187.3) 5° (127.0) 35 (16.0) 200-5 5" (125) 1/2 .13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 6" (150) 1/2 .13 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"..13 131/8" (333.4) 8I4" (222.2) 136 (62.3) AJI dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod ®TDLCO CI1S Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe liSTED Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) Fig. 200-1 to 200-2 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and A Factory Mutual Engineering Approved 0/4" (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. Fig. 13/4 Maximum Temperature: 650°F (343°C) Fig. 200.21/2 to 200-8 Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts / in place of a knurl nut. I Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Part No. I 2O0M8/2 _________ Pipe in. 1/2 Size (MM) • (15) Rod Size M8 in. 31/8 A (MM) (79.4) in. 2/8 B (MM) (66.7) Approx. Itis. 11 Wt. II (kg) (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 (794) 21/2 (635) 11 (50) 206M103/4 3/4" (20) M10 31/8° (79.4) 2/2" (63.5) 11 (5.0) 200M8-1 1° (25) M8 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200Mb-1 1" (25) M10 3/8" (85.7) 2/8" (66.7) 12 (5.5) 2001V18-1114 11/4' (32) M8 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200M10-11/4 11/4' (32) M10 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200M8-11/2 11/2" (40) M8 3I8" (98.4) 2/8" (73.0) 14 (6.4) 200M10-11/2 11/2" (40) M10 37/8" (98.4) 2/8" (73.0) 14 (6.4) 200M8-2 (50) M8 41/2" (114.3) (76.3) 15 (6.9) 200M10 2 2 (50) M10 41/2 (1143) 3 (763) 15 (69) 200M 21/2 21/2 (65) M10 5/8 (1429) 41/8 (1047) 27 (123) "200M--31, 3 (75) M10 5I8 (1491) 4 (101.6) 29 (133) 200M-31/2 31/2" (90) M10 7/8" (187.3) 51/4" (133.3) 34 (15.6) 200W4' 4 (100) M10 7/8 (1873) 5 (1270) 35 (160) 200M-5 (125) M12 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200M-6 (150) M12 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200M-8 8" (200) M12 131/8" (333.4) 1 8/4" (222.2) 136 1 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. p...- 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-171 E & A-A-11l 92A, 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. ®TOLCO Pipe 2" Size (50) ' Rod Size 3/'-16 49/1 7115 /3 81.748 S s11s}:!1W I I (21. 200H-2-1/2 21' (50) 1/2"13 423/32° (119.8) 33/8' (85.7) 45 (20.4) 200H-21/2-3/8 21/2' (65) /8-16 5/16" (134.9) 3/32' (94.4) 59 (26.7) 200H-21/2-1/2 21/2° (65) 1/2"..13 515/32' (138.9) 3 /8 (98.3) 56 (254) 200H-3-3/8 3' (75) /8"-16 53/4' (146.0) 327/32' (97.6) 63 (28.6) 200H3_1/2 311 (75) 1/2"13 5I8° (148.1) 331/32° (100.8) 60 (27.2) 200H-4-3/8 4° (100) /8-16 6/8° (174.6) 4/16' (112.7) 76 (34.5) 200H4-1/2 4' (100) 1/2"_13 7I32' (178.6) 4/32° (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. COOER B-Line S1 ML F 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 150° 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 FBC5. SYSTEM COMPATmIF *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. 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. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 +1800344-1822 FAX + 1800 344-3775 5 2012 Fire Protection Products, Inc. FPPf°, Lube Fit° are registered trademarks of Fire Protection Products, Inc. FGGJBM/CZ", Blaze-Master*, FlowGuard Gold" and Co,zan° are registered trademarks of Noveon IP Holdings Corp. WU 0 MADE IN U.S.A. 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. 01 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. FBG/;; SYS1IM OUPA11BLE *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 LIONSFIEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1800 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. Pipef it® 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. BlC 1 gl. 5g1. 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. FPP115, LubeFif5 are registered trademarks of Fire Protection Products, Inc. LA FBC, BIazeMastef, FlowGuard Gob'5 and Corzan'5 are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. Spears® Compatible indicates that ThreadFit® CLEAR has been tested by Spears® Manufacturing to be compatible with Flameguard® pipe and fittings. 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!5, mreadF,t5 are registered trademarks of Fire Protection Products, Inc. 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 FR.CVX/l SYSTEM COMPATIBLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation 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 hotline. They may be reached at 1 800 424-9300.