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2855 GAZELLE CT; ; FPC2018-0014; Permit
I 1i rIli.4I Cr"City of Carlsbad Print Date: 10/19/2021 Job Address: 2855 GAZELLE CT, CARLSBAD, CA 92010-6670 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Project Title: Description: IONIS PHARMACEUTICALS PHASE 2- SPRINKLER TI 7-100 HEADS (36) Permit No: FPC2018-0014 Status: Closed - Finaled Applied: 01/10/2018 Issued: 01/22/2018 Finaled Close Out: 07/29/2021 Inspector: Final Inspection: Applicant: FPContractor: TITAN FIRE PROTECTION INC TITAN FIRE PROTECTION INC ADRIAN GONZALEZ 1341 DISTRIBUTION WAY, #STE 14 1341 DISTRIBUTION WAY, U STE 14 VISTA, CA 92081-8843 VISTA, CA 92081-8843 (760) 295-3436 (760) 295-3436 FEE AMOUNT FIRE NFPA 13 or 13R System 7- 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 760-602-8561 f I www.carlsbadca.gov P 01TAW FIRE PROTECTION Fire Protection Contractor - License #989280 FIRE SUPPRESSION MATERIAL SUBMITTAL: PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS 17630 lonis Pharmaceuticals, Inc. 2nd Floor Phase 2 2855 Gazelle Court Carlsbad, CA 92010 FPC20I8-0014 2855 Gazelle CT IONIS PHARMACEUTICALS PHASE 2-SPRINKLER TI 7-100 HEADS (36) 1/10/2018 FPC20I8-0014 ES-A-3000SS Series 3000SS EXISTING Ak S Double Check Detector Assemblies Sizes: 21/2' - 12" (65— 300mm) Series 3000SS DoLbie Check Detector Assemblies are designed foruse in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverseflow of fire protection system substances, i.e., glycerin wetting agents, stagnantwater and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a drinkng water supply. Degree of hazard present is determined by the local authority havinç jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free* through the waterway. The double check detector assembly consists of two independently operat- ing, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check includiig shutoff valves and required test cocks. Each cam-check shall be internally oaded and provide a positive drip tight closure against reverse flow. Cam-check licluces a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. Thore shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulicall sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass ine double check valve shall have two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Ncryl® Flange dimension in accordance with AWWA Class D. Noryl® is a registered trademark of General Electric Company. V!! 1 I I [t It is illegal to use this product in any plumbing system providing water for hLman consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult you, local water authority, building and plumbing codes. Contractor Approval Contractor's P.O. No. Representative Features Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for ret- rofit installations Stainless Steel body is half the weight of competitive designs reducing installa- tion and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of main- tenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with /' x 3/4" bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG - less shutoff valves OSY - ULJFM outside stem and yoke resil- ient seated gate valves OSY FxG - flanged inlet gate connection and grooved outlet gate connection OSY GxF - grooved inlet gate connection and flanged outlet gate connection OSY GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Post indicator plate and operating nut available - consult factory *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Job Name Job Location Engineer Approval Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. amesfirewater.com Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) Maximum Working Pressure: 175ps1 (12 bar) Capacity Flow curves astested byUnderwriters Laboratory perUL1469, 1996. * Rated flow **UL Tested * ** kPa PSI 2/2" (65mm) r 1: •• !• — kPa pi 31 (80mm) * ** 12 -------. 83 69 10----------------- --• -- --- -- ogle 55 8 14 2 0 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 20902280 1pm 15 fps 4.6 mps kPa psi 4" (100mm) ** 103 15 - - - 41 6 63 12 ------ - 21 3 620---- 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 26602050 1pm 5 10 15 fps 1.5 3 4.6 mps ~7 (OpCen) 4— 0 I I A Standards ASSE 1048, AWWA C510-92, CSA B64.5, UL 1469 Approvals UL Classified (OSY only), FM (sizes 21/2 - 10, OSY only) ®41S° Approved kPa psi 6" (150mm) * ** 103 15 63 12 62 9 41 6 21 3 __________ 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 gpm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4180 4560 4940 5320 5700 1pm 5 10 15 fps 1.5 3 4.6 mps kPa psi 8" (200mm) * ** 83 12 - 62 9 - - - 41 6 1 2 3 0 2000 2250 2500 gpm 250 500 750 1000 1250 1500 1750 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 1pm 5 10 15 fps 1.5 3 4.6 mps 10" (250mm) * ** kPa psi 103 15 - - - - - - 83 12 - - - - - 62 8 - - - - 100, 41 6 - - - - - - 21 3 - L 0 -L 250 500 750 1000 1250 1500 1750 2000 2250 25003000 3500 gpm 950 1900 2850 3800 4750 5700 6650 7600 0550 9500 11400 13300 1pm 5 10 fps 1.5 3 mps 12" (300mm) kPa psi 110 16 - - 97 14 83 12 69 10 55 8 41 6 284 14 2 0 0 500 1000 500 1000 1500 1500 L 2000 2500 3000 3500 40004500 gpm 1900 3800 5700 7600 9500 11400 13300 15200 17100 1pm 5 10 fps 1.5 3 mps SIZE (DN) DIMENSIONS NET WEIGHT NET WEIGHT in. inni in, A mm in. C (OS') mm in. D mm C in. mm L in. mm P M. mm w/Gates lb. kg. w/o Gates lb. kg. 21/2 65 37 965 16/o 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/8 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 6/4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 291/2 749 191/2 495 774 351 190 86 12 300 571/2 1461 531/8 1349 91/2 241 15 381 291/2 749 21 533 1044 474 220 100 A AMES FIRE & WATERWORKS A Watts Water Technologies Company amesfirewater.com 0 USA: Backfiow- Tel: (916) 928-0123 • Fax: (916) 928-9333 Control Valves- Tel: (713) 943-0688 • Fax: (713) 944-9445 Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 Latin America: Tel: (52) 81-1001-8600 ES-A-3000SS 1410 © 2014 Ames Fire & Waterworks x/i cc ta U I i c® PRODUCT DESCRIPTION V38, K5.6 Models V3801 and V3802 Adjustable Concealed Standard Spray Pendent Standard Response with Sealing Gasket For Clean Room Applications V3801 ®V3802 See Victaulic publication 10.01 for details. This concealed, designer style sprinkler allows up to ½" (13 mm) adjustment to accommodate conceal- ment needs. The "stan- dard" design provides a consistent hemispherical spray pattern. The sepa- rate two-piece mounting cup/cover plate allows easy installation and testing prior to ceiling installation. It also permits removal of suspended ceiling panels without system shutdown. The cover plate ceiling gasket, designed for use in clean rooms, prevents debris from entering the protected area. The design incorporates state-of-the- art, heat responsive, frangi- ble glass bulb design (stan- dard or quick response) for prompt, precise operation. This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient tempera- ture rises causing the liquid in the bulb to expand. When the ambient temper- ature reaches the rated temperature of the sprin- kler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to dis- tribute the water in a pat- tern that is most effective in controlling the fire. Coverage For coverage area and sprinkler placement, refer to NFPA 13 standards. TECHNICAL SPECIFICATIONS Models: V3801, V3802 Style: Adjustable concealed, ordinary hazard, with sealing gasket Nominal Orifice Size: W (13 mm) K-Factor: 5.6 Imp. (8,1 S.I.A) Nominal Thread Size: ½' NPT (15 mm) Max. Working Pressure: 175 psi (1200 kPa) Factory Hydrostatic Test: 100% © 500 psi (3450 kPa) Mm. Operating Pressure: 7 psi (48 kPa) Temperature Rating: See chart on page 2. MATERIAL SPECIFICATIONS Deflector: Bronze per UNS C22000 Cover Plate: Fusible solder Bulb: Glass with glycerin solu- tion. Bulb Nominal Diameter: Cl Standard: 5,0 mm or 3,0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Stainless Steel per UNS S30100 Seal: Teflon* tape Frame: Die cast brass 65-30 Pins: Stainless Steel per UNS S30400 Cup: Cold rolled steel, zinc chrome plated Cover/Escutcheon: Bronze per UNS C26000 Lodgement Spring: Stainless steel per UNS 530200 Protective Cap: Polyethylene Sealing Gasket: White nitrile ACCESSORIES Installation Wrench: Cl Concealed: V38-4 or V38-5 Sprinkler Finishes: Cl Plain brass (only) Cover Finishes: C) White painted Installation Instructions: Cl 1-40 C) I-V38.SGP A For K-Factor when pressure is mea- sured in Bar, multiply S.I. units by 10.0. Teflon is a registered trademark of Dupont Co. Exaggerated for clarity VICTAULICe IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1-800-PICK-MC (1-800-742-5842) Phone: 905-884-7444 Phone: 32-9-381-1500 Phone: 610-559-3300 Phone: 65-6235-3035 Fax: 610-250-8817 Fax: 905-884-9774 Fax: 32-9-380-4438 Fax: 610-559-3608 Fax: 65-6235-0535 e-mail:pickvic@victaulic.com e-mail: viccanada@victaulic.com e-mail: viceuro@victaulic.be e-mail: vical@victaulic.com e-mail: vicap@viclaulic.com 3574 Rev.B 5104 0 Registered Trademark of Victaulic 4r Copyright 2004 Victaulic Printed in U.S.A. APPROVALS/LISTINGS Nominal Approvals K-Factor Orifice Size Imperial Deflector Model Inches/mm S.l.A Response Type UL ULC NYCIMEAt CSFM § V3801 ½ 5.6 Standard Concealed Pendent with Gasket 135-200 135-200 135-200 135-200 13 8,1 5 m bulb 5793 5793 5793 V3802 @ 1/2 5.6 Standard Concealed Pendent with Gasket 135-200 135-200 135-200 135-200 13 8,1 3 m bulb 5793 5793 5793 1 Listings and approval as of printing. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. @ Recognized as standard response only when gasket is installed. t MEA 4#62-99-E. § CSFM #7690-0531:112 NOTE: The V3801 and V3802 are both listed as standard response. The V3802 will have a comparatively faster thermal response than the V3801. RATINGS All glass bulbs are rated for temperatures from -67°F (-55°C) up to those shown in table below. SPRINKLER - V3801, V3802 COVER - V38 Sprinkler Temperature - °F/°C Cover Temperature - OFPC Nominal Maximum Nominal Maximum Sprinkler Victaulic Glass Victaulic Temperature Part Temperature Ambient Temp. Bulb Part Temperature Ambient Temp. Classification Identification Rating Allowed Color Identification Rating Allowed Ordinary A 135 57 100 38 Orange 135 57 100 38 Ordinary C 155 68 100 38 Red Intermediate E 175 79 150 65 Yellow Dl: 165 74 150 65 Intermediate F 200 150 65 Green *A For use with V3801 Standard Response Concealed Sprinkler 135°F (57°C) or 1551F(681C). l:D For use with V3802 Standard Response Concealed Sprinkler 175°F (79°C) or 200°F (930C). Custom Finish - Customer to provide paint specification, allow 4 - 6 weeks for samples. Proper temperature rated cover must be used with the correct sprinkler rating per the Temperature Chart Ratings. The plastic shipping cap must be removed for the sprinkler to operate properly, If shipping cap Is replaced over an Installed sprinkler for purposes of painting or plastering, then the fire protection system shall be considered out of service, the Authority Having Jurisdiction notified, and a tirewatch is suggested. Failure to do so may result In failure of sprinkler to operate causing serious personal Injury or property damage. ORDERING INFORMATION Please specify the following when ordering: U Sprinkler Model Number U K-Factor IJ Cover Finish Style U Thread Size U Wrench Model Number U Temperature Rating U Quantity . Always read and understand installation, care, and maintenance Instructions, supplied with each box of sprinklers, 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 pamphlet that describes care and maintenance 01 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 at 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, 610-559-3300. 40.53 -2 DIMENSIONS 211/16 (68 mm) Max. Hole 860 Min. Hole 25/16'(59 mm) 11/2" (38 mm) Typical Ceiling Tile MINIMUM EXTENSION 3I16 (80 mm) 213/16 (71 mm) 1/2" (13 mm) Adjustment 31/4"(83 mm) Cover Plate 41/16w (103 mm) Seal MAXIMUM EXTENSION - Finished Surface Sealing Gasket 2"(51 mm) Typical Ceiling Tile - Finished Surface Sealing Gasket Models V3801, V3802 (Drawings not to scale) AVAILABLE WRENCHES Recessed Concealed Pendent - V3801 V3802 I V38-4 or V38-5 40.53-3 uiui•uuu•uuu uuui•ui•uu uuiii•uu•uuU 10' 3,0 rr 7psi 48 kPa 15 psi 103 kPa 30 psi ------ 207 kPa DISTRIBUTION PATTERNS MODELS V3801 • V3802 K5.6 STANDARD CONCEALED PENDENT DISTRIBUTION PATTERNS -TRAJECTORY 2 4' 6' 8. 10' 12' 14' 0,6 m 1,2 m 1,8 m 2,4 m 3.0 m 3,7 m 4,3 m 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 sprinider and will void all Listings, Approvals and War- ranties. All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victaulic Company. 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. 40.53 -4 Bull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. 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 APPROVOD NFPA' 4 SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D, I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 1-1/4 1.660 1.442 9.91 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 6.27 2.64 lbs/ft 4.223 37 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 3 3.500 3.260 3.54 4.3416011 7.957 19 4 4.500 4.260 2.50 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WATER FILLED BUNDLE WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 1-1/4 1.660 1.380 1.00 2.27 lbs/ft 2.918 51 1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2 2.375 2.067 1.00 3.66 lbs/ft 5.114 30 21/2* 2.875 2.468 1.00 5.80 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 10.801bs/ft - 16.316 19 *Only available in Casa Grande. AZ "Corrosion Resistance Ratio per latest Ut 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.bullmoosetube.com Or From Canada Call: (800) 882-4666 C~3 sates@bulImoosetube.com l8l9ClartcsonRoad U Chesterfield, MO Gerald, MO Kent, WA (ace Grande, AZ Dallas. TX Masury. OH 63017 Dull Moose Tube's0 Eddythread 400 ADVANTAGES OF BULL MOOSE TUBE® EDDYTHREAD 40® I) is lightweight replacement for Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion Has a pressure rating of 300 psi. Resistance Ratio of 1. Is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. Is produced in accordance to ASTM Al 35 and A795 Type E, Grade A. Can be used with standard Schedule 40 threaded fittings, couplings, and valves. Is produced from steel with excellent properties of strength and threadability. Can be used in wet, preaction, and deluge type sprinkler systems. Can be hot dipped galvanized to meet FM's requirement for dry systems. Offers lower freight costs. Supplied with EDDY GUARD Il® MIC preventative coating. EDDYTHREAD 40® SPECIFICATIONS NOMINAL PIPE O.D. I.D. WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR* LB.IFT WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 1-1/4 1.650 1.418 1.00 2.070 2.754 51 1-1/2 1.900 1.654 1.00 2.547 3.468 44 2 2.375 2.123 1.00 3.308 4.842 30 'corrosion Resistance Ratio per latest UL Directory listing c®us 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. APPROVED E41 - A. i i. q ~ NFPA' For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grande, AZ Dallas, TX Masutr OH 63017 Bull Moose Tube'sO 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 ASIM Al 35 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters Laboratories (for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less. c®us LISTED APPROVBJ [;] PJ!f4 NFPA 6 ADVANTAGES OF BULL MOOSE TUBED EDDVLITE Standard outside diameter, unlike some other lightwall threadable pipe products. Lighter in weight than Schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASTM 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 10! 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 2.177 016 431 2.617 4.230 37 Corrosion Resistance Ratio per latest UL Directory listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. C~3 ('f ForAdditional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grand AZ DaIla TX Masuw OH 63017 ADVANTAGES OF BULL MOOSE TUBE® EDDY FLOW® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight — saves shipping costs and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. Supplied with EDDY GUARD Il® MIC preventative coating. NPS O.D. EDDY FLOW° EDDY FLoW® WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (ID) CRR* PER FT. WI. SIZE 1 1/4 1.660 1.530 1.98 1,222 2.019 61 11/2 1.900 1.728 344 1.844 2.860 61 2 2.375 2.203 278 2.330 3.982 37 2-1/2 2.875 2.705 1.66 2.809 5.299 30 3 3.500 3.334 1.00 3.361 7.144 19 4 4500 4310 100 4968 11290 19 *c5y5j5fl Resistance Ratio per latest UL Directory Listing BuD Moose Tubes® Eddy Flow® is a specially engineered replacement for Schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL Listed (for U.S. and Canada) for roll grooving and welding. As an added benefit, it is more economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's® larger ID provides an opportunity for downsizing and further cost savings. 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 NFPA' ='56 For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX MasuW OH 63017 r4 Dull Moose Tube's® Ultra Eddy® is ADVANTAGES OF BULL MOOSE TUBE® 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 EDDY® 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 1.786 111 1.274 2.360 61 2 2.375 2.261 1.00 1.604 3.344 37 * Pressfit is a Registered Trademark of Victoolic company of America ** Corrosion Resistance Ratio per latest UL Directory Listing c®us LISTED APPROV!0 (] L4 ONM NFPX 8 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. ® For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Cana Grande. AZ Dallas TX Masury, Oil 63017 c®us LISTED NIPS (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 I.D. (in) 1.201 1.546 1.786 2.261 ULTRA EDDYe Empty Weight(Ibity 0.868 1.107 1.274 1.604 Water- FIIIedWeihtQb/ft) 1.359 1.920 2.360 3.344 CRR. 217 140 111 100 G.D.(in) 1.660 1.900 2.375 2.875 3.500 4.500 Dan) 1.530 1.728 2.203 2.705 3.334 4.310 EDDY FLOWS rptyt 1.222- 1.844 2.330 2.809 3.361 4.968 2.019 2.860 3.982 5.299 7.144 11.290 (rn CRR 198 344 278 166 100 100 [ oo (r) 1.315 1 660 1.900 2.375 2.875 3.500 4.500 1.097 1.442 1.682 2.157 2.635 3.260 4.260 SCHEDULE EmptyWeigh1(b!ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 10 Vter-FilIed Weight Ob/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 1527 991 776 627 492 354 250 O.D.in 1.315 1.660 1.900 2.375 I. D. (in) 1.137 1.482 1.712 2.177 EDDYLITEO Empty Weight (lb/ft) 1.260 1.617 1.967 2.617 ierAI led WeightQb/ft) 1.700 2.364 2.965 4.230 C.R.R. 0.13 0.08 0.12 0.16 O.D.(in) 1.295 1.650 1.900 2.375 EDDYTHREAD : - LD.(in) 1.083 1.418 1.645 2.123 400 Empty Weight 0 1.461 2.070 2.547 3.308 Watec-I1IIedWeightQb/ft) 1.860 2.754 3.468 4.842 I CAR. 100 100 O.D. 100 100 fin) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 lo On) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 SCHEDULE EmptyWelghtObIft) 1.686 2.270 2.720 3.660 5.800 7.580 10.800 40 Water-Riled Weight OA) 2.055 2.918 . 3.602 5.114 7.875 10.783 16.316 C.R.R. 1.00 .. 1.00 1.00 1.00 . 1.00 1.00 1.00 A A For Additional Information Contact (800)325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sates@buIlmoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa GrandR AZ Dallas TX Masury, OH muu..00aana,,v 63017 APPROVUI C;] 4i NFPA 9 NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE ULTRA EDDY® 0.868 91 1,659 1,896 1,975 SCHEDULE 10 1.410 91 2,695 3.079 3,208 1 1.260 91 2,408 2,752 2,867 j EDDYIITE EDDYrHREAo4o®1.461 70 2,148 2,454 2,557 SCHEDULE4O 1.680 70 2,470 2,822 2,940 ULTRA EDDY® 1.107 61 1,418 1,621 1,688 EDDY FLOW® 1.222 61 1,565 1,789 1,864 -SCHEDULE 10 1.810 61 2,319 2,650 2,760 114 EDDYUTE® 1 1617 61 2071 2,367 2,466 ,EDDYFHREA6400 1 2070 51 2,217 2,534 2,639 SCHEDULE40 2.270 51 - 2,431 2,778 - 2,894 ULTRA EDDY®' 1.274 61 1,632 1,865 1,943 EDDY FLOW® 1.844 61 2,362 2,700 2,812 SCHEDULE 10 2.090 61 2,677 3,060 3,187 1-1 /2 EDDYLITE® 1.967 61 2,520 2,880 3,000 EDDYTHREAD4O® 2.547 44 2,353 2,690 2,802 $CHEDLJEE40 t ULTRA EDDY® ' 2.720 1.604 44 37 2,513 1,246 2,872 1,424 2,992 1,484 - EDDY FLOW® 2.330 37 1,810 - 2,069 2,155 SCHEDULE 10 2.640 37 2,051 2,344 2,442 2 EDDYLITE® - 2.617 37 - 2,033 2,324 2,421 EDDYTHREAD4O 3.308 30 2,084 2,382 2,481 SCHEDULE40 3.660 30 2,306 2,635 2,745 EDDY FLOW® 2.809 1,770 2,022 2,107 21/2 SCH6ULE10 3530 30 2,224 2,542 2,648 r SCHEDULE 40 5.800 3,654 4,176 4,350 r EDDYFLOW® 3.361 1,341 1,533 1,596 3 SCHEDULE 10 4.340 19 032 1,979 2062 SCHEDULE4O EDDY FLOW® 7.580 4.968 3,024 1,982 3,456 2,265 3601 2,360 4 r SCHEDULE10 5.620 19 2,242 2,563 2,670 ,scHEDuLE4o® SCHEDULE10 [,,,,,SCI1EDULE16 AZ. 10.800 9.289 16.940 10 7 4,309 1951 2,490 4,925 2229 2,846 5,130 2322 2,965 _______ I 8 * Only Available in Casa Grande, c®us LISTED PPR0V A.IA NFPX -- 10 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. 725 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 1 2.50 1 2.75 3.00 11/4 136 109 89 76 64 40 40 37 32 29 26 24 23 21 20 19 18 11/2 232 185 152 130 109 40 40 40 35 31 29 27 25 23 22 21 20 2 372 297 244 209 175 40 40 40 38 34 31 28 27 25 24 23 22 21/2 549 440 360 309 258 40 40 40 40 36 32 30 28 26 25 24 23 3 809 648 531 455 381 40 40 40 40 37 34 31 29 28 26 25 24 4 1544 1235 1012 867 726 40 40 40 40 40 37 34 32 30 29 28 26 Bull Moose Tube EODYTHREAD 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fyw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) *** According to HLF for the 2006 & 2009 IBC (ASCE 7-05 ) & Cp for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20ft. F25ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 119 95 78 67 56 40 40 36 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 40 40 40 35 31 28 26 25 23 22 21 20 11/2 312 250 205 175 147 40 40 40 37 33 30 28 26 25 23 22 21 2 518 414 339 291 243 40 40 40 40 36 33 30 29 27 26 24 23 BULL. MOOSE TUBE COMPANY 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com c®us LISTED APPRO/E i:; /4PJ!f NFPA For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com 1819 Claitson Road Chesterfield, MO Gerald, MO KentWA Case Grande, AZ DaIla TX Masurr Oil 63017 11 FireLock® 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 114 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/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No Submitted By Spec Sect Para Location Approved Date www.victaulic.com vIcTAULIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. e 2009 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. REV_G \4tauIic 10.521 DIMENSIONS IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 kF Nominal 'inches/mm Size Diameter Dimensions - in ches/millimeters JO T 91 1¼ 1/2 1 3/16 1.30 1.83 1.10 3.87 2.56 1.0 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 3/4 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 65.0 0.50 1 13Ao 1.52 2.18 1.10 3.87 2.56 1 1.2 25 30.2 13Aa 38.6 1.42 55.4 1.95 27.9 1.22 98.3 4.08 65.0 2.56 0.54 1.2 1½ ½ 40 15 30.2 36.1 49.5 31.0 103.6 4 65.0 0.54 '14 1,i6 1.40 1.95 1.22 t 4.08 2,56 1.2 20 3 0. 2 35.6 49.5 31.0 103.6 65.0 0.54 t 1 13/16 1.64 2.30 1.22 4.08 J 2.56 1.3 25 30.2 1/o 1 41.7 1.66 58.4 31.0 - 103.6 65.0 0.59 2 x ½ 2.19 1.46 4.60 2.56 1.3 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 , 3/4 13A6 1,64 2.19 1,46 4.60 2.56 1 1.4 20 30.2 41.7 55.6 371 116.8 65.0 0.64 1 13/10 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 1 3Ao 47.8 1.91 64.5 2.44 37.1 1.71 116.8 5.40 65.0 0.68 2½ 1/2 2.56 1.6 65 15 30.2 48.5 62.0 43.4 137.2 1 65.0 0.73 3/4 13/10 1.89 2.44 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 , ,, ' 1 13A6 2.13 2.79 1.71 5.40 I 2.56 1.6 25 30.2 11/16 54.1 1.91 70.9 2.44 43.4 1.71 137.2 .1. 5.50 65.0 2.56 0.73 1.6 ½ 761 mm X 15 30.2 4&5 620 43 376O 0J3 3/4 13A6 1.89 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 13/10 1 2.13 2.79 1.71 5.50 2.56 1.7 25 30.2 1 54.1 70.9 43.4 - 139.7 65.0 0.80 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. *Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.52_2 \4taulicr REV_G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-I STYLE 922 PERFORMANCE Hazen-Williams coefficient of friction is 120 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED, X.04-C _t:a -U1 ii d REV_G 10.52,3 FireLock® STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE 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 0 UPDATED 12/2009 dtaulic viciuuc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 Ductile Iron Threaded Fittings SMITHCOOPER® INTERNATIONAL ---- ---------------------------------.-------.- -----.---.- -----.- -------------- Ductile Iron Threaded Fittings t------------------------------------------=- :-: --=-_ ---:;_ -f--- ---------- Specifications branded ductile iron threaded fittings are UL Listed and FM Approved at 500 pi - Ratec to 300 WSP @Ul Ductile iron castings conform to ASTM A536 LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B 16.14 <j > Fittings are 100% air tested APPROVED - NPT threads on all fittings conform to ASME 131.20.1 - Independent lab verification that fittings meet applicable chemical & physical properties - Manufacturing facilities are ISO 9001:2008 and [SO 14001 Temperature Degrees F Working Pressure, Nonshock psiG 300# Class Threaded Fittings -20 to 100 500 - 150 500 200 480 250 460 300 440 - 350 -420 400 400 450 - 380 500 360 -550 340 - 600 320 650 300 C us APPROVED Fig. 35E 3_900 Elbow LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0.2 3/4 35E 3006 1.31 ---To-' 140 0.3 -- 1 17/4 1-1/2 35E 3010 35E 3012 35E 3014 1.50 40 80 50 0.5 0.8 1.75 25 1.94 18 36 1.1 2 35E3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 900 Reducing Elbow Size in Part Number A in - B in - Packing Weight lb Inner Master 3/4x 1/2 35RE3006004 1.20 1.22 80 160 0.3 lx 1/2 35RE3010004 1.26 1.36 70 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4 x1/2 - 35RE3012004 - 1.34 1.53 35 70 0.5 1-1/4 x3/4 35RE3012006 35RE3012010 1.45 1.63 35 70 0.6 1-1/4 x1 1.58 1.67 30 60 0.7 1-1/2x1/2 35RE3014004 - 1.52 1.75 30 60 0.6 1-1/2x 3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2 x 1/2 35RE3020004 1.60 1.97 18 36 1.0 2 x 3/4 - 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 35RE3020012 1.90 2.10 12 24 1.3 2x1-1/2 35RE3020014 2.02 1 2.16 10 1 20 1.5 2-1/2x1-1/2 35RE3024014 2.16 2.51 6 12 2.2 2-1/2 x 2 35RE3024020 2.39 2.60 6 12 2.5 Fig. 35F 3-45° Elbow I Size i in Part Number A in Packing Weight lb Inner Master I 1/2 35F 3004 0.88 150 300 0.2 I3!4 35F 3006 0.98 80 160 0.3 1 35F 3010 1.13 40 80 0.5 I 1-1/4 35F 3012 - 1.29 25 50 - 0.7 I 1-1/2 35F 3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 - 1.6 I 2-1/2 35F 3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number ______ A in Packing Weight lb Inner Master 1/2 35T 3004 - 1.13 80 160 0.3 3/4 30 351 06 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 3513012 1.75 10 20 1.1 1-1/2 3513014 1.94 10 20 1.5 2 35T 3020_ 2.25 6 12 2.4 2-1/2 3513024 2.70 4 8 4.3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1/2 35RT3006004 1.20 1.20 1.22 60 30 30 120 60 60 50 70 0.4 1x112 -. 35RT3010004 1.26 1.26 1.36 1.36 1.50 0.6- 0.6 0.6 0.6 1 x 112 x 1 35R13010004010 1.50 1x3/4 35RT3010006 1.38 1.38 1.45 25 35 1 x3/4x3/4 35R13010006006 1.38 1.31 1.45 1x3/4x1 35RT3010006010 150 145 150 25 5007 1-1/4x1/2 35R13012004 1.34 1.34 1.53 20 40 0.8 1-1/4x1/2x1-1/4 35R13012004012 1.75 1.53 1.75 25 - 50 30 0.9 i-1/4x314 35R13012006 351RT3012006012 1.45 1.75 1.45 1.62 15 0.9 i-1/4x3/4x1-1/4 1.62 1.75 20 40 1.0 1-1/4x1 35R13012010 1.58 1.58 1.26 1,67 1.53 15 25 30 50 1.0 1-1/4 x x 1/2 35RT3012010004 1.34 0.7 1-1/4 x1x 3/4 35R13012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x1x1 35RT3012010010 1.58 1.50 1.69 20 40 0.9 1-1/4x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 - 35RT3014004 1.41 1.41 1.66 16 - 32 1.0 1-1/2x1/2x1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x1-1/2 35RT3014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 - 20 32 1.1 1-1/2x3/4x1-1/4 35RT3014006012 1.94 1.66 1.88 40 1.1 1-1/2x3/4x1-1/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2x1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 - 1-1/2x lxi 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-1/4 35R13014010012 f 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35R13014010014 1.94 1.80 1.94 12 24 1.3 1-1/2x1-l/4 35RT3014012 1.82 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4 x314 35R13014012006 1.52 1.45 1.75 16 32 1.0 1-1/2x1-1/4x1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 1-1/2x1-1/4x1-1/4 35RT3014012012 1.82 1.75 1.88 14 28 1.3 1-1/2x1-1/4x1-1/2 35RT3014012014 794 1.88 1.94 14 28 1.4 2 x 1/2 - 35RT3020004 1.49 1.49 1.88 10 20 1.5 2x3/4 35R13020006 1.60 1.60 1.97 10 20 1.6 2x1 35R13020010 1.73 1.73 2.02 8 16 1.7 2 x 1 x 2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2x1-1/4x2 35R13020012020 2.25 2.10 2.25 8 16 2.0 2x1-1/2 35RT3020014 2.02 2.02 2.16 2.1 2x1-1/2x1/2 35R13020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 35R13020014010 1.73 1.65 2.02 8 16 1.5 2x1-1/2x1-114 35RT3020014012 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-1/2 35RT3020014014 2.02 1 1.94 1 2.16 8 16 1.8 I C®US <e> APPROVED Fig. 35RT3 - Reducing Tee LISTED Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner I Master 3/4 x 1 35B13006010 1.45 1.45 1.37 30 60 0.6 lx 1-1/4 3513T3010012 1,67 1.67 1.58 20 40 0.9 lx 1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 1-1/4 x x 1-1/2 35BT3012010014 1.88 1.80 1.82 15 30 1.2 1-1/4x1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2_-. 35BT3012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 20 16 1.8 1.8 1-1/2x2 35B13014020 2.16 2.16 202 8 Nk:q SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • wwsmithcooper.com 112 Size in Part Number A in Packing Weight lb Inner Master 1/2 35CP3004 35CP3006 1.38 200 400 200 0.1 3/4 1.63 1.75 100 0.2 1 35CP3010 60 120 0.4 1-1/4 35CP3012 - 200 35 70 05 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 2.62 - 15 30 1.2 2-1/2 35CP3024 3.00 9 18 2.2 NI Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1x 3/4 35RC3010006 1.69 60 120 0.4 1-1/4x3/4 35RC3012006 2.06 40 80 0.6 2x 1 (not hex) 35RC3020010 1 2.81 1 20 40 1.0 Fig. 35CP3 - Straight Coupling with Ribs c®uS <e> APPROVED LISTED Fig. 35RC3 - Hex Reducing Coupling Fig. 35HB3 - Hex Bushing Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35H83010004 1.06 180 360 0.2 1 x3/4 35H83010006 1.06 180 360 0.1 1-1/4x1 35H83012010 1.19 90 180 0.2 1-1/2x1 35HB3014010 1.25 75 150 0.4 1-1/2x1-1/4 35HB3014012 1.25 75 1 150 0.3 2 x 1 35HB3020010 1.38 40 80 0.6 2x1-1/4 35HB3020012 1.38 40 80 0.6 2 x 1-1/2 35HB3020014 1.38 40 80 0.6 Fig. 355P3 - Square Head Plug in I Size I Part Number A in Packing Weight lb Inner Master I 1/2 35SP3004 - 0.94 600 1200 - 0.07 35SP3006 1.12 350 700 0.1 I 1 35SP3010 1.25 200 400 0.1 I_1-1/4 35SP3012 100 200 0.3 I_1-1/2 35SP3014 ]__j.37_ 1.44 80 160 0.4 I_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 2.19 20 40 1.0 1-1/4 - 35U 3012 2.50 - 15 30 1.2 1-1/2 35U 3014 - 2.62 10 20 1.7 2 35U 3020 1 3.12 1 6 12 2.4 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 wwwsmithcooper.com A A Size in Packing Weight lb Inner Master 1 1-1/4 Part NumberFA 35X 3010 35X3012 20 40 0.9 12 24 35X3014 1.4 1-1/2 8 16 1.8 2 35X 3020 2.25 6 12 2.8 ELK 1!1II %01 c®US <1* APPROVED A A Fig. 35X 3- Cross LISTED Fig. 35RX3 - Reducing Cross II Size in I I Part Number i A I I in B in Packing Weight lb I Inner I Master 1-1/4x1 35RX3012010 I 1.67 1.58 15 f 30 1.2 I i1-1/2x1 IRX3014010 I 1.80 1.65 12 I 24 1.4 I 2x1 _35RX3020010 1 2.02 1.73 8 16 2.0 Fig. 35C 3- Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 600 0.1 3/4 35C3006 0.97 200 - 400 -0.1 - 1 35C 3010 1.16 110 220 0.2 1-1/4 35C 3012 1.28 70 140 0.4 1-1/2 35C 3014 1.33 50 100 0.5 - 2 35C 3020 1.45 25 50 0.8 - 2-1/2 35C 3024 1 1.70 18 36 1.6 VdZNøø jIttI Fig. 35BC3 - Ream Clamp Size in Part Number A in Packing Weight lb Inner I Master 3/8 35BC3003 0.75 100 200 0.3 1/2 35BC3004 0.75 80 [ 160 0.5 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 wwwsmithcooper.com 114 INSTALLATION STEPS 4@05M INTO WOOD & STEEL:] FSTALLATION STEPS - Iif INTO WOOD & STEEL Insert the appropriate nut driver into a 3/8'or I/2"portable drill. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4', 3/8", 1/2' or metric all thread rod, bolt stock. (The 1/2" requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in purlin steel. ,IN Insert the appropriate nut driver into a 3/8"or 1/2"portable drill. Insert the SAMMYS into the #I4SW(red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins freely on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4', 3/8", Mb, M8 or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque t020 foot lbs. for maximum pullout in purlin steel. INSTALLATION STEPS - c.!jIJ1iL INTO CONCRETEj Using an SOS 250 carbide tip bit or HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammer/rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 81139 10) into the opposite end (see Vertical Installation note above). Insert the CST screw into the nut driver. Place lip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. The concrete screw is ready to receive 1/4", 3/8", 1/2", or metric all thread rod or bolt stock (#14SWred nut driver used with 1/2'screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the screw. [INSTALLATION STEPS - MOOR& INTO CONCRETE: I. Using an SDS 250 carbide tip bit or HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammerl rotary hammer drill set on impact mode. After pre -drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #I4SW(red) nut driver (p/n 8114910) into the opposite end. Insert the SWC screw into the nut driver. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. The SWC screw is ready to receive 1/4", 3/8"ormetric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the fastener. UhIItiilI11iiW1ul1liilI1lFli SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and sate installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SAMMYS FOR STEEL Made with Teks® self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 1/2" thicknesses. Saves time from traditional methods. Reduces installation costs. 'Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. 1 11 Made in the U.S.A. M10 video donstr®Jona2 www.lMbulldex.com 114" 8024957 DSTR100 1/4-20x17EKS3 1510 (20ga.) .036-20ga 3/16" 25 125 1/4 8025957 DST 155— 1/'4-'14x1TEKS3 446 (20ga) 320ga 3/1625 125 1/4' 8026957 DST 150 114-14x1-1/2"TEKS3 970 (16ga.) .036-20ga 3/16" 25 125 = 114 8027957 081200 1/414x2TEKS3 446 '(L0 03620ga 3/16 25 125 114 8030957 TEK 500 1224 x1-117 TEKS 5 3125 (3/16) .188'-3/16" 1/2 25 125 !L 8°38957 I! 1i420x1TEK93 1510(20ga) 1500 1475 036 209a 3/16 25 125] 3/8" 8037957 DSTR 1-1/2 * 12-24 x 1-1/2'TEKS 5 1510 (3/16') 1500 1475 .060"-16 ga. 1/2" 25 125 #14 Black O' 3/8 8039957 DSTRS16 5/16 18x1 II4TEKS3 2200(20ga) 1500 J 16 25 125 Nut Driver Pa 310 3/8" 8040957 DST 10 1/4-14x1'TEKS3 446 (20 .03&-20ga 3/16" 25 125 3/8" 8077925 DST 10-SS 114-14 x 1"TEKS 3 446 (20 036"-20ga 3/16" 25 125 3/8" 8041957 DST 15 1/4-14 x 1-1/2"TEKS 3 446 (20 .036-20ga 3/16" 25 125 3/8" 8078925 DST 15-SS 1/4-14x1-112TEKS3 446 (20 .036-20ga 3/16" 25 125 [ 3/8" 8042957 0S120 1/414x2"TEKS3 446 (20 3/16" 25 125 -- :062095 3/8" 8043957 DST 25 1/4-14x2-1I2"TEKS3 446 (20ga.) .036-20ga 3/16" 25 125 3/8" 8044957 DST 30 1/4-14x3'TEKS3 446 (20 .036-20ga 3/16" 25 125 •• 3/8 - 8045957 DST 5I6 5/16-18 xl 1/4 TEKS 3 1500 (3/16) 1500 1475 A25 1/8 3/16 25 1 3/8" 8046957 TEK50 12-24x1-1/2TEKS5 3125 (3/16") 1500 1475 .250"-1/4" 1/2" 25 125 1/2" 8031925 DST 2.0 1/4-14x2'TEKS3 446 (20 .188"-3/16" 1/4' 25 125J 1/2" 8033925 DSTR1.O" 1/4-20x1'TEKS3 1510 (20ga.) .036"-20ga 3/16" 25 125 1/2' 8034925 DSTR5.16 5/16-18x1-1/4"TEKS3 2220 (2oga) .036"-20ga 3/16" 25 125 I 1/2" 8035925 DST 5.16 5/16-18x1-1/4"TEKS3 1500 (3/16") .125"-11& 3/16" 25 125 #l4SWRed 1/2" 8036925 TEK5.0 12-24x l-1/2"TEKS5 3125 (3/16) - - _________________ .188-3/16" 1/2" 25 Nut Driver ..................._ ... Part #8114910 'Includes retaining nut (Il SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins MADe WI tieA 17 free. Installation is then complete. Warranty requires the use of the appropriate nut driver for Installations. M3AYASI Made with Tekse self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 1/2" thicknesses. dri\ ling A standard screwgun with a depth sensitive nosepiece should be used to c e cWr e d install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. . Made in the U.S.A. . www.itwbuildex.com) 1/4" 8047957 SWD 100 1/4-14 x V TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 - 1/4 8049957 SWDR 100 l/42Ox1 TEKS 3 1900 (?0 04.) .036"-20 ga 3/16 25 125 3/8" 8050957 SWD 10 1/4-14 x TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8 8080925 SWD iO-SS i/4-14x1"TEKS3 1477 (l6ga.) - .060"-l6ga- 3/16" 25 - 125 3/8.8051957 SWD 15 1/414x1 1/2 TEKS3 1477 (16 ga.) .060"-16 ga 3/16 25 125 3/8" 8052957 SWD 2O l/4-14x2" TEKS 3 1471 (l6ga.) - .060%i6 ga 3/16" 25125 3/8" 8053957 SWD 516 5/16-18 x 1-1/4"TEKS 3 2480 (209a.) .036"-209a 3/16" 25 125 3/8 8055957 SWDR1 1/42Ox1 TEKS 3 1900 (20 ga.) 1500 1475 036 -20 ga 3/16 2512 #14SWRed 3/8" 8054957 SWDR1-1!2 12-24x1-1/2TEKS5 2375 (3/16") 1500 1475 .188-3/16" 1/2" 25 125 NutDver 3/& 8056957 SWDR51G ii 1-1/4 2480 (20ga.) 15001475 .036"-209a 3/16" 25125" Pad #8114910 - 3/& 8057957 SWFIS 12-24x1-l/2" TEKS 5 2375(3/16") - .188"-3/16 1/2' 25125 Includes retaining nut L1 LrIW11S WIVEL iI* tglIIr.1llITm iI 7ItTIDIs ) • Eliminates distortion of threaded rod in sloped roof applications. Accommodates 3-1/2 x 12 pitch. Installs into angled z-purlin; allows threaded rod to hang plumb. Allows 17° deflection from vertical. Made in the U.S.A. id Approvals Rod Part Model Screw Ultimate UL Test FM Test Min Max Box Case Size Number Descriptions Pullout (lbs) Load (lbs) Load (lbs) Thick Thick Qty Qty #14 Black 114-20 X V 3/8" 8137957 SH-DSTR 1. 3220(3/16") 1500 1475 .035" 3/16" 25 125: Part #8113910[t - . TEKS 3 .. .. . - 2368(1/2" steel Vertical) 3/8" 8268957 SH - TEK5O 12-24x1-3/4" 1306(45° off Vertical) 1500 (Vertical) 3/16 1/2" 25 125 TEKS 5 2281 (3/16" HSS) 850(45° off Vertical) 2-1/2" 1585(3/16" HSS 45° off Vertical) 2368(1/2" steel Vertical) 1/2° 8270957 SH-TEK5.0 12-24x1-3/4 1306(45 off Vertical) 3/16" 1/2" 25 125 i TEKS 5 2281 (3/16- HSS) #14 SH Orange - 1585(3/16" HSS 45" off Vertical) Nut Driver Part// 8273910 Toes net comply with ROHS requirements/Includes retaining nut S A 1111114 Y X-PRESSO 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 (22 ga. - 1/8"). Installs in seconds with Sammy X-Press He 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. Watch a video demonstralion at www.itwbulldex.com 1/4" 8181922 XP 200 Sammy 1146(22ga) 185 (Luminaire) -- 250 (Luminaire) .027" 125" 25 125 Metal Deck - ' 3/8" 8150922 XP 20 X-Press 20 X-Press 200 850(2W Pipe) 1146 (22 ga)185 (Luminaire) 250 (Luminaire) .027' Samm 940 (2 Pipe) 029" 1475 (4" Pipe) .104" .125" 25 125 Metal Deck 283 (Conduit & Cable) .020' 1500(4" Pipe) .060" Sammy 3/8" 8153922 XP 35 X -Press 35 1783 (16 ga) 25 125 Pudin 250 (Lurninaire) .055 j475 (4p) . .125" 416 (Conduit & Cable) .059' r - - - - -—ke—tal Da- L I .. 3/& 8150922 XP 2O S5mm 0 1146(22ga) 850 (21% 25 125 X-Prem Pre-Pour StnicturxiConcrete©3000pd Post-Pour Range II LWC 35 PCF (Ibsift") Metal - ---. ----- ----- - _(post-Pour) Pre-Pour Structural Concrete @3000 psi j Post-Pour Range Ii LWCS 35 PCF (Ibs/ ft) ssfl Ab: "The SidewinderX-Press expands to provide 'Less jobsite material needed. horizontal attachment in: 16 ga -3/16" steel - puilin, tubular steel. • No retaining nut required. E the 'Installs in seconds with Sammy X-Press rTool, 'Provides design flexibility. saving time & installation costs. Made in the U.S.A. "Use in applications where access to the back of installed fastener is prohibited; ie. metal roof deck, tubular steel, or vapor barrier fabric.14h0ch8 video demonstration wwwitwbuiIdex.comJ !. 3/8" 8293957 SWXP3S X-Press 35 1798(l6ga) 80(Luminaire) 059" 125" 25 125 Puin - ...416(Qcnduit&cable) .. -------- 1AM7AYSi The SwiveIX.Press allows you to hang plumb in extreme roof pitches: 89° in z-puiiin 45° in metal deck for 12/12 pitch Installs in seconds with Sammy X-Press 11a 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. Mich a vdoo damonstratIan at ;ffwww.itwh-..-- 750 (2° Pipe) . 318" 8294922 SXP 20 Swivel 1061 94vert 170 Vertical (Luminaire) .029" 635 (2° Pipe) .029° 25 125 Metal Deck .125° 283 Vertical (Conduit & Cable) 233 @45° (Conduit & Cable) 1250 (3-1I2' Pipe) 3/8° 8295922 SXP 35 250 Vertical (Luminaire) 059° .029" 125° 25 125 Purlin X-Press 1558 (8081/art) 635 (2 Pipe) 500 Vertical (Conduit& Cable) 333 @89° (Conduit & Cable) lIZ 8272957 SXP 2.0 SvAvel x- Press 2.0 1061 (22 ga Vert) 829 (45' Off Vert) .027° .125" 25 125 Metal Deck Swivel 1675 (16 ga Veil) 1/2" 8271957 SXP X-Press 3.5 1558(89° Off Vert) .060" .125" 25 125 Purlin / • . - The direct vertical attachment in: metal deck (22-16 gauge) z-purlin (18-16 gauge) /k•\ .\ / \ I • Made in the U.S.A. \. .Watch a Mao darrmnstra WWW.itwhulidex.com) 8194910 UXPIT" Universal X-Press Itod 8152910 XPDB 25/64" Drill Bit 'Tool Indudes: Sleeve, Bit Receiver, Hen wrench, and 25/64 Drill Bit APPROVALS 8007957 GST 10 3/8" Vertical CPVC 1-1/2" 300 1-1/2" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST2O 3/8" Vertical 2-1/2" 850 1-1/2" 4" 1475 1-1/2" 8068925 GST2O-SS 3/8" Vertical 2-1/2" 850 1-1/2" 8010957 GST3O 3/8" Vertical 4" 1500 1-1/2" 4 1475 1-1/2" 8009925 GST25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG 25-380 3/8" Horizontal 3-1/2" - 4'* 1500 1-1/2" 8021957 SWG 20 3/8" Horizontal 2-1/2"-3"" 1050 1-1/2" 8073925 SING 20-SS 318" Horizontal 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45" Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST2O 3/8" 45" Angle off Vertical 4" 1500 1-1/2" 8139957 SH-GST2O 3/8" 17" Angle off Vertical 1050 1-1/2" 4" 1475 1-1/2" I I 8038957 DSTR 1 318" Vertical 1500 .035" 4" 1475 .105" 8037957 DSTR 1-1/2 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8039957 DSTR 516 3/8" Vertical 4" 1500 .037" 4" 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEK5O - 3/8" Vertical 4" 1500 .250" 4" 1475 .188" 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 .060' 8056957 SWDR 516 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8137957 SH-DSTR1 3/8" 17° Angle off Vertical 4" 1500 .035" 4" 1475 .105" 8268957 SH-TEK5O 3/8" Vertical 2-1/2" 850 70" Angle off Vertical 4" 1500 8150922 XP 20 3/8" Vertical 2-1/2" 850 .027" 2" 940 .029 8153922 XP 35 3/8" Vertical 4" 1500 .060" 8294922 SXP 20 3/8" Vertical or up to 45" 2" 750 .027" 2" 635 .029" 8295922 SXP 35 3/8" Vertical orupto89" 3-1/2" 1250 .060" 2" 635 .029" 8293957 SW)(P 35 3/8" Horizontal 3-1/2" 1250 .060" SAMMYS FOR CONCRETE- PIPE HANGER 8059957 CST 20 3/8" Vertical 4" 1475 3000 8061957 SWC2O 3/8" Horizontal 4" 1475 3000 8150922 XP 20 3/8" Vertical 2-1/2" 850 Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC s 35 PCF (lbslft') 8150922 XP 20 3/8" Vertical 185 .027" 250 .035" 8153922 XP 35 3/8" Vertical 185 .027" 250 .035' 8181922 XP 200 1/4" Vertical 185 .027" 250 .035" 8294922 SXP 20 3/8" Vertical 170 .027" 45" 80 .027" 8295922 SXP 35 3/8" Vertical 250 .060" 90" 80 .060" 8293957 SWXP 35 3/8" Horizontal 80 .060" 8150922 XP 20 3/8" Vertical 283 .027" Max 4 trade size EMI. RMC, and IMC & 5 trade size rigid PVC conduit 8153922 XP 35 3/8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8294922 SXP 20 3/8" Vertical 283 .027' Max trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8293957 SUP 35 3/8" Horizontal 500 .060" Max 4 trade size EMI & 6 trade sze RMC, IMC, and rigid PVC conduit 8149957 CZ2000 1/4" or 3/8" Onto Vertical Rod UL Listed 4S16 - Cable Hanger, Cat No. C-Z2000 Plenum Rated, Sheet Steel Gauges Complies w/ NEC Standards Gauge No. 22ga. 20ga. 18ga. 16ga. 14ga. 12ga. 1/8" 3116" 1/4" Nominal Decimal Equivalent .030" .036" .048" .060" .075" .105" .125" .188" .250" SWG 25-380 Maximum pipe size in composite wood joist allowed by lit is 3-1t2" UL compliance with NEC Standards. "SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL 54' 20 Maximum pipe size in composite wood joist allowed by UL is2-1/2" "" SWG UL and FM texts were performed in compliance with NFPA 13 Standards. OW(55fl.Aooio,o,nnjnooi,oin o, AtI',o,o,i.,koIIo...oAh,,III S" Fastening requirement: 5 times weight of water-flied schedule 40 pipe plus 250 pounds. SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured .188' and .118'. Subsequent testing was done for z-puilin applications in May 1997 using (.037') cr20 gauge steel. Most recently in 2008, testing with the new Sammy X-PresO was completed using (.030') or 22 gauge steel metal deck. Sammys€ Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self-drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offernng. Vibratory EnvironmentsV For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot hole 1/8' smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 .182' 1/8' GST 25-380 .280' 7/32' SWG 20 .182' 1/8' SWG 25-380 .280' 7132' To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre-drilling. NFPA!NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings I FM Approvals UL and FM reports are available at www.itwbuildex.com nocmEDA3cunMoc.a.Han.n ALSO SOlED AS MACNOR FOR OWASARS Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats: .dwg, .dxf, and .igs. Made in the U.S.A. Products _ Contact Information Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 I_ Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 3.3.7.1 Product description KWIK HUS-EZ I (KH-EZ I) anchors are comprised of a body with an internally threaded hex washer head. The anchor is manufactured from carbon steel and is heat treated. It has a minimum 0.0003 inch (8 pm) zinc coating in accordance with DIN EN ISO 4042. The internally threaded head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. Applicable base materials include normal-weight concrete, structural lightweight concrete and lightweight concrete over metal deck. Guide specifications Screw anchors shall be KWIK HUS-EZ I as supplied by Hilti, Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated to a minimum thickness of 8 pm. Anchors shall be installed using a drill bit of same nominal diameter as anchor. Product features Suitable for cracked and uncracked normal-weight and lightweight concrete, and lightweight concrete over metal deck. Suitable for seismic and nonseismic loads. Quick and easy to install. Thread design enables quality setting and exceptional load values in wide variety of base material strengths. Anchor is fully removable Anchor size is same as drill bit size. Suitable for reduced edge distances and spacing. 3.3.7.2 Material specifications KWIK HUS-EZ I anchors are manufactured from carbon steel. The anchors are bright zinc plated to a minimum thickness of 8 pm. 3.3.7.3 Technical data 3.3.7.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ESR-3027 and the equations of ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR- 3027 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. 3.3.7.1 Product description 3.3.7.2 Material specifications 3.3.7.3 Technical data 3.3.7.4 Installation instructions 3.3.7.5 Design guidelines 3.3.7.6 Ordering information 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 DBSZ lndeøendent code evaluation lBC®/ lRC®2015 IBCe/ IRC®2012 IBC®/ InC® 2009 IBC®/ IRC® 2006 3.7 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 319 Iechanica Anchoring Systems I 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 1 - Hilti KWIK HUS-EZ I specifications' .2 Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter dblt in. 1/4 Nominal embedment h nom in. 1-5/8 2-1/2 Effective embedment h f in. 1.18 1.92 Minimum hole depth h0 in. 2 2-7/8 Installation torque Ti. ft-lb (Nm) 18 (24) Wrench size in. 7/16 1 T is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details tanch l dbjt r._wrench size d. he Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 Nominal Nominal Tension- qN Shear - anchor embed. f' = 2,500 psi f = 3,000 psi f' = 4,000 psi f' = 6,000 psi f' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 1 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) / 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in cracked concrete' 2,3,4,5 Nominal Nominal Tension- 4N Shear - anchor embed. f' = 2,500 psi f = 3,000 psi f =4,000 psi f' c = 6,000 psi f' = 2,500 psi f',= 3,000 psi f' c = 4,000 psi f = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 300 315 345 390 765 835 965 1,180 1 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) / 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) 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, k = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - aN,OI ' , = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - aNes = 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 KWlK HUS-EZ I anchors1'2 Nominal anchor Nominal internal Tensile3 Shear' Seismic shear5 diameter thread diameter pN 4V V. in. in. lb (kN) lb(kN) lb (kN) 1/4-20 3,680 815 365 1/4 UNC (16.4) (3.6) (1.6) 3/8-16 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See section 3.1.8.6 to convert design strength value to ASO value. 2 Hilti KWIK HUS-EZ I anchors are to be considered brittle steel elements. 3 Tension 4N a = as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with <O6Asev f. as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with !~ 4 0.60 As, 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' .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 shear-3 I toward edge from edge factor in shear4 uncracked concrete JAN 1RN .IRV -fRy HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 hnom (mm) (41) (64) 1 (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 8 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.88 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a .. E 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 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 0.98 5-1/2 (140) _______ 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 75 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1.00 Table 6 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in cracked concrete1'2 Edge distance in shear 11to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear3 .L toward edge from edge factor in shear4 cracked concrete IAN IAN 1AV fRy 'RV f HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2.1/2 1.5/8 2-1/2 1-5/8 2-1/2 1-5/8 2.1/2 hnom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 _______ _______ 0.70 0.63 0.68 0.89 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 CO 4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 5 (127) - 0.93 _______ _______ 0.80 0.70 _______ _______ _______ _______ _______ 0.89 ) 0) 4) 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 lAy = f All . 4 Concrete thickness reduction factor in shear, f Hv assumes an influence of a nearby edge. If no edge exists, then fHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of section 3.3.6 to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 321 I 33.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck1'2'3'4'5'6'7 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - qN Shear - cpV Tension - qN Shear - cpV 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 ',,= 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 1 (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) / ______ 1-5/8 545 595 915 915 670 730 915 915 3/8-16 (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) UNC 2-1/2 1,220 1,410 915 915 1,275 1,470 915 915 (64) (5.4) (6.3) (4.1) (4.1) (5.7) (6.5) (4.1) (4.1) Table 8 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck1'2'3'4'5'67'8 Installation in lower flute Installation in upper flute Nominal Nomaal Nominal Tension - 4N Shear - Tension - pN 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) 1-5/8 280 305 610 610 330 360 610 610 1/4-20 (41) (1.2) (1.4) (2.7) (2.7) (1.5) (1.6) (2.7) (2.7) UNC 2-1/2 605 700 610 610 635 735 610 610 (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1 / ______ 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) UNC 2-1/2 605 700 915 915 635 735 915 915 (64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Section 3.1.9.4 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N,S = 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. (CS) 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.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 Min. 3,000 psi sand-lightweight 01' .'' or noal-weight concrete f 77 — -' - . ••-S' - - 1) CO Minimum 20 gauge steel deck (typical) Min. 1-1/4" 1.1/4 -] — lviii. 14 kLytJlUdl) 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. 3.3.7.3.2 Canadian Limit State design Limit State Design of anchors is described in the provisions of CSA P23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in 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 P23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.ca Table 9 - Steel resistance for Hilti KWIK HUS-EZ I EM carbon steel screw anchor12 Nominal Internal anchor thread Tensile Shear4 Shear' diameter diameter N V in. (UNC) sar 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, = A5 , f1 , R as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with V,,r < A,, 4), 0.6 f R as noted in CSA A23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with v,,,, <A,,5 4), 0.6 fe,, 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 español 1-800-879-5000 1 Hilti (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 D1 N Design parameter Symbol Units Nominal anchor diameter Ref 1/4 A23.314 Anchor O.D. d in. 1/40 (mm) (6.4) Effective embedment2 h f in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment' 2-1/2 h in. 1-5/8 nonn (mm) (41) (64) Minimum concrete thickness h min in. 3-1/4 4-1/8 (mm) (83) (105) Critical edge distance Cac in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance 5nn.cac in. 1.5 (mm) (38) Minimum edge distance c min in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h 0 in. 2 I I 2-7/8 (mm) (51) (73) Minimum specified ultimate strength f. psi 125,000 (N/mm2) (862) in 0.045 Effective tensile stress area A se,N (mm') (29.0) Steel embed. material resistance factor for reinforcement - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 D.5.3 Resistance modification factor for shear, steel failure modes3 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 sar (kN) (3.3) lb 335 Factored steel resistance in shear, seismic V req (kN) (1.5) Factored steel resistance in shear Vsar lb 725 0.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic V req (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete k C.uflcr - -. 10 0.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete k, - 7 0.6.2.2 Modification factor for anchor resistance, tension, uncracked con C.4 N - 1.0 D.6.2.6 Anchor category - - 3 1 D.5.3 (c) Concrete material resistance factor qC - 0.65 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 0.75 1.00 D.5.3 (C) Condition B5 Factored pullout resistance in 20 MPa uncracked concrete6 Npruncr lb 665 1,645 0.6.3.2 (kN) (3.0) (7.3) Factored pullout resistance in 20 MPa cracked concrete6 N5,, lb 340 815 0.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked concrete6 Npreq lb 275 815 D.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 I is considered a brittle steel element as defined by CSA A23.3-14 Annex D section D.2. For all design cases, 'PCN = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k) or uncracked concrete (kcanc,) 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, qj = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESR.3027 for additional information. 324 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 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure N in uncracked concrete' 2,3,4,5 Nominal ___________ Tension - N Shear - V I = 20 MPa f' = 25 MPa f'c = 30 MPa f = 40 MPa f = 20 MPa I = 25 MPa f' = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 665 710 750 820 805 900 985 1,135 (30) (41) (3.0) (3.2) (3.3) (3.6) (3.6) (4.0) (4.4) (5.1) 1 / 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 N in cracked concrete 1,2,3,4,5 Nominal Tension - N Shear - V ___________ I = 20 MPa f' = 25 MPa f' = 30 MPa f' = 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 / 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 Aa 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 - aNse = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.75 See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-e00-879-8000 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 ~~eChanical Anchoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 13 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2,3,4,5,6,7 H Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - N Shear - Vr Tension - IN Shear - V, anchor thread embed. f 20 MPa f -c = 30 MPa f'c = 20 MPa I', = 30 MPa f' c = 20 MPa f'. 30 MPa f', = 20 MPa f'c = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWlK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6.7,8 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - Nr Shear - Vr Tension - N, Shear - anchor thread embed. f'c = 20 MPa f'c = 30 MPa f' = 20 MPa f'c = 30 MPa f = 20 MPa IC = 30 MPa f' = 20 MPa f = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 300 340 365 415 1/4-20 (41) (1.3) (1.5) 475 475 (1.6) (1.8) 560 560 1/4 / UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1-5/8 300 340 365 415 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x (nominal embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N.ceC = 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 - = 0.45 For the 1/4x2-1/2 anchor- = 0.85 See Section 3.1.8.7 for additional information on seismic applications. 3.3.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - Hilti KWIK HUS-EZ I (KH-EZ) tested toad values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 U 1-5/8 NC 1,475 2-1/2 4 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. 326 Hilti, Inc. (US) 1-800.879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ I) allowable stress design values for installations into hollow core concrete 1)anels1'2 Hanger rod size Mm. effective embedment h ef in. Allowable load Ultimate load Tension lb Shear lb 4,5 Tension lb Shear lb4'5 1/4-20 UNC 1-3/8 455 485 1,810 1,930 3/8-16 UNC 755 3,025 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm admissible anchor location. 2 Minimum compressive strength of prestressed concrete is 7,000 psi. Published ultimate loads represent the average results conducted in local base materials. Due to variations in materials and dimensionl configurations, on-site testing is required to determine the actual performance. 3 Allowable loads calculated with a factor of safety of 4 4 The bottom of the shear plane adjacent to the top of the coupler. 5 Shear values controlled by the steel strength of the screws used to fasten the shear fixture to the KR 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 3.7 3.3.7.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hilti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.7.5 Ordering information' Internal thread Internal thread Hole Minimum Description diameter length diameter embedment Qty/ box KH-EZ 1/4x1-5/8 11/4 1/4 3/8 1/4 1-5/8 100 KH-EZ 1/4x2-1/2 11/4 1/4 3/8 1/4 2-1/2 100 KH-EZ 1/4x1-5/8 13/8 3/8 7/16 1/4 1-5/8 100 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 13/16 3/4 1 7/16 1 610 28 1/2 1½ 3/4 1 9/16 11/4 1130 55 5/8 1½ 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 13/is 11/4 1 7/16 1 610 28 1/2 11/2 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 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 Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 Component of State of California OSHPD Approved c L US Seismic Restraints System liSTED OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.786.5266 www.tolco.com ftILJ 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 TOLCOO Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed only when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 COOPER B-Line Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig. 98 - Rod Stiffener Component of State of California OSHPD Approved c@ us USTED Seismic Restraints System Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects. please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 3/8" thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electra-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish 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 B -F-- A Fig. 200-1/2. 200-3/4 Fig. 200-1 to 200-2 Fig. 200_2112 to 200-8 Fig. 200 Fig. 200F Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317ONF) Ø''DLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B3170NFfl Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. 8317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut C® US USTED Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel j. materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Fig. 200C 200_1/2 1/2° (15) I8'-16 31/8" (79.4) 2I8' (66.7) 11 (5.0) 200-I4 3/4" (20) /8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) /8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200_11/4 11/4" (32) /8"-16 33/4" (94.0) 2I8' (73.0) 13 (5.9) 200-1I2 11/2 (40) /8"-16 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200-2 (50) /8"-16 41/2" (114.3) (76.3) 15 (6.9) 200_2112 21/2' (65) /8"-16 5/8' (142.9) 41 /8" (104.7) 27 (12.3) 200-3 3" (75) /8"-16 5/8" (149.1) 4" (101.6) 29 (13.3) 200_31/2 31/2" (90) /8"-16 7 /8" (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" (100) /8"-16 7/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"13 91/8 ' (231.8) 6/4" (158.7) 66 200-6 6" (150) 1/2"_13 10/8" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) /2"13 131/8" (333.4) 8/4" (222.2) 136 (62.3) 0 Fig. 200S All dimensions in charts and on drawings are in Inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. - - COOR B-Line pIAaiigeiis Fig. 200_21/2 to 200-8 Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: - V (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 001 to 200-2 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and 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. V Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. 200M8-112 1/2" (15) M8 31/8" (79.4) 2/8 (66.7) ii (5.0) 200M1O-1/2 1/2" (15) M10 31/8" (79.4) 2/8' (66.7) ii (5.0) 200M8-3/4 3/4' (20) M8 3I8" (79.4) 21/2" (63.5) 11 (5.0) 200M10-3/4 3/4" (20) M10 31/8" (79.4) 21/2' (63.5) 11 (5.0) 200M84 1° (25) M8 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200Mb-1 1° (25) 1010 3I8" (85.7) 2/8' (66.7) 12 (5.5) 200M8-11/4 11/4 (32) M8 33/4" (94.0) 2I8" (73.0) 13 (5.9) 200M10-11/4 11/4' (32) M10 33/4' (94.0) 2I8" (73.0) 13 (5.9) 200M8-11/2 11/2" (40) M8 3I8" (98.4) 2I8" (73.0) 14 (6.4) 200M10-11/2 11/2" (40) MiO 3I8" (98.4) 2/8" (73.0) 14 (6.4) 200M8-2 2" (50) M8 41/2" (114.3) 3' (76.3) 15 (6.9) 200M10-2 2" (50) M10 41/2" (114.3) 3" (76.3) 15 (6.9) 200M-2112 21/2" (65) M10 5I8" (142.9) 41/8" (104.7) 27 (12.3) 200M-3 3° (75) M10 5/8" (149.1) 4" (101.6) 29 (13.3) 200M-31/2 31/2" (90) M1O 7 /8" (187.3) 51/4" (133.3) 34 (15.6) 200M-4 41' (100) M10 7 /8" (187.3) 5" (127.0) 35 (16.0) 200M-5 5" (125) M12 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200M-6 6" (150) M12 101/8" (257.2) 6/4" (171.4) 73 .4) 200M-8 8' (200) M12 131/8" (333.4) 8/4" (222.2) 136 E(62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. / COOPER B-Line 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-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized Order By: Figure number, pipe size and rod size. Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. c ®us J11 USTED :IIIIIIIIIIIII: E1J IA 200H-2-3/8 2" (50) I8"-16 4/16" (115.9) 3/32" (81.7) 48 (21.8) 200H-2-1/2 2" (50) 1/2"_13 423/32" (119.8) 3/8' (85.7) 45 (20.4) 200H-2112-318 21/2' (65) /8"-16 5/16" (134.9) 323/32" (94.4) 59 (26.7) 200H-21/2-1/2 21/2" (65) 1/2"_13 515/32" (138.9) 3I8' (98.3) 56 (25.4) 200H-3-3/8 3" (75) /8"-16 53/4" (146.0) 327/32 (97.6) 63 (28.6) 200H-3-1/2 3" (75) 1/2"_13 5/8" (148.1) 331/32" (100.8) 60 (27.2) 200H-4-318 4" (100) I8"-16 6/8" (174.6) 4/16" (112.7) 1 76 (34.5) 200H-4-1/2 4" (100) 1/2"..13 71/32' (178.6) 419/32" (1116.7) 73 1 (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. COOPER B-Line itILIBiFiicant 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 1 500E LubeFit® is non-toxic and water soluble. Under normal conditions, LubeFit® is not harmful to the skin. Design Criteria/Data Water dispersible Applies equally well to wet or dry surfaces Suitable for all types of pipe lines, including potable water Excellent working range -100 to 1500 Will not support bacteria Will not deteriorate natural or Synthetic rubber, plastic gaskets or caston iron pipe FGG/BM/CZ" System Compatible Program* Certified to NSF/ANS/Std 61 -G n o SYSTEM COMPATIBLE *FBCO 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 + 1760 599-1168 + 1800 344-1822 FAX + 1 800 344-3775 Nu © 2012 Fire Protection Products, Inc. FPPI°, LubeFitm are registered trademarks of Fire Protection Products, Inc. LA FGG/BM/CZ, Blaze-Master's, FlowGuard Gold5 and Corzan® are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. jxIP Tfl3J iThj L F P P I Description Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants. The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings. Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. F 0 80 S/1. 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+1 760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipefit® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Pipefit® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 1602. brush in cap 32 oz. 32 oz. BIC 1 gl. 5 gl. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com Nu © 2012 Fire Protection Products, Inc. FPPI5, LubeFitA are registered trademarks of Fire Protection Products, Inc. 4 FBC", BIazeMaster, FlowGuard Gold5 and Cozan5 are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A.