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2173 SALK AVE; ; FPC2022-0036; Permit
1::i 4li1s]ft1TI 4 it y of Carlsbad Print Date: 05/26/2022 Job Address: 2173 SALK AVE, CARLSBAD, CA 92008-7354 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120210700 Track #: Valuation: $889,736.30 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: NEOGENOMICS -SPRINKLER TI (LEVEL 3, 101 HEADS) Applicant: A AND D FIRE SPRINKLERS INC STEVE SHERWOOD 7130 CONVOY CT SAN DIEGO, CA 92111-1019-SAN DIEGO (858) 277-3473 Permit No: FPC2022-0036 Status: Closed - Finaled Applied: 02/22/2022 Issued: 04/19/2022 Finaled Close Out: 05/26/2022 Final Inspection: INSPECTOR: Robinson, Jarrod Salcedo, Felix FPContractor: AAND D FIRE SPRINKLERS INC 7130 CONVOY CT SAN DIEGO, CA 92111-1019 (858) 277-3473 FEE AMOUNT FIRE NFPA 13 or 13R System> 100 heads $719.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $149.00 Total Fees: $868.00 Total Payments To Date: $868.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov A Division of The Hiller Companies, Inc. NEO GENMOICS 2173 SALK AVENUE CARLSBAD, CA 92008 OPERATION AND MAINTENANCE MANUAL ** Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. TABLE OF CONTENTS FIRE SPRINKLERS AND ACCESORIES STEEL PIPE FITTINGS HANGERS 1).- SPRINKLERS. Page 1 çf 6 SsJ II(II1Gj® MICROFAST5 QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small thermosensitive glass bulb spray sprinkler available with various finishes and tem- perature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Charts. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 01- LPCB Approved: Certificate 096e106 WARNING: Cancer and Reproductive Harm- www,P65Warningsca.gov CE: Standard EN 12259-1 ,Declaration of Performance DOP_Sprinklers_LPCB_5-2-19, DOP_VK302ENT_29-1-20 & DOP_VK302- 57C_30-9-20 China Approval: Approved according to China GB standard G MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart I and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 "C) Overall Length: 2-1/4" (58 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Form No. F_033314 20.07.14 Rev 20.1 Replaces Form No. F_033314 Rev 19.3 (Added ENT to CE Approval.) Page 2 of 6 N41KJNGA MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D, 200 OF (93 °C) = E, 286 OF (141 °C) = G For example, sprinkler VK302 with a Brass finish and a 155 OF (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Sprinkler Wrenches: Standard Wrench: Part No. 21475M/B. Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A Y2" ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Protective Sprinkler Cap— N14 Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F033314 20.07.14 Rev 20.1 Sprinkler wrench 13655W/B* for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) age 3 çf 6 NIKJNG4® MICROFAST® QUICK lII[.iU.Jf RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature' Bulb U Color Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 °C) Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No. F033314 20.07.14 Rev 20.1 Page 4 of 6 MICROFAST® QUICK IKJW ° l'lII[sU'JM.. RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) Temperature KEY The Viking Microfast® Quick Response Pendent Sprinkler VK302 AIX4— Escutcheon (if applicable) Maximum 175 PSI(12 Bar) WWP Nominal Overall Listings and Approvals3 Base Sprinkler Thread Size K-Factor Length (Refer also to Design Criteria.) Part SIN Style Number' NPT BSP U.S. metric' Inches mm cULus4 VdS LPCB CE7 MED8 China Approval 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X Al A1Z, B1Y D1Z,C1YD2, Dl 21354 VK302 Pendent -- 15 mm 5.6 80.6 2-1/4 58 03 -- - -- -- 03 - uct Below - Limited Availability (Contact Local Viking Office) 06662B VK302 Pendent 1/2" 15 mm 1 5.6 1 80.6 11 2-1/4 58 jA1Z,B1YD2,C2Xj -- -- -- -- - 18021 VK302 Pendent 1/2" 15 mm 1 5.6 1 80.6 1 2-1/4 58 A1Z, B1Y Al I A1Z, B1Y I D1Z, C1Y, D2 I Dl - Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 "C), 175 °F 1 - Brass, Chrome, White X - Standard surface-mounted escutcheon or the (79 °C), 200 °F (93 "C), 286 "F (141 "C) Polyester56, Black Polyes- Viking Micromatic® Model E-1 Recessed Escutcheon B - 135 "F (57 CC), 155 °F (68 °C), 175 °F ter5'6 Y - Standard surface-mounted escutcheon or recessed with the Viking Micromatic® (79 °C), and 200 °F (93 "C) 2 - ENT' Model E-1, E-2, or E-3 Recessed Escutcheon C - 155 °F (68 °C), 175 °F (79 °C), and 3-Chrome Z - Standard surface-mounted escutcheon 200 °F (93 °C) D - 155 F (68 °C), 175 °F (79 °C), 200 "F (93 °C), 286 "F (141 °C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. ° cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. CE: Standard EN 12259-1 Declaration of Performance DOP_Sprinklers_LPCB_5-2-19, DOP_VK302ENT_29-1-20 & DOP_VK302-57C_30-9-20. 8 MED Certified, Standard EN 12259-1, EC-0832-MED-1003. 9 Approved according to China GB Standard. DESIGN CRITERIA -UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033314 20.07.14 Rev 20.1 lage 5 qf 6 MICROFAST® QUICK sJ II(II4,1G® l.l:II[..1u.1M RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) Temperature KEY ' The Viking Microfast5 Quick Response I AIX 4- Escutcheon (if applicable) Pendent Sprinkler VK302 Maximum 175 PSI (12 Bar) WWP Base Part Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' SIN Style (Refer also to Design Criteria.) NPT BSP U.S. metric2 Inches mm 12979 VK302 Pendent 1/2' 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 213546 VK302 Pendent -- 15 mm 5.6 80.6 2-1/4 58 C3 rmCE - ProducI:ff Limited Availability(Contact T7 Viking Office) 06662B VK302 Pendent 1/2' 15 mm 5.6 80.6 2-1/4 58 A1Z, 131Y, D2X, C2 18021 VK302 I Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 1 58 A1Z, B1Y Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F Approved Escutcheons (93 °C), 286 °F (141 °C) Approved Finishes X - Standard surface-mounted escutcheon or the B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 1 - Brass, Chrome, White Polyester4, Viking Micromatic® Model E-1 Recessed Escutcheon 200 °F (93 °C) and Black Polyester4 Y - Standard surface-mounted escutcheon or recessed C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 2 - ENT5 with the Viking Micromatic Model E-1 or E-2 °F (141 °C) 3 - Chrome Recessed Escutcheon D - 155°F (68 °C), 175°F (79 °C), 200 °F (93 °C) Z - Standard surface-mounted escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion resistant. 6 Approved according to China GB Standard. DESIGN CRITERIA -FM (Also refer to Approval Chart 2 above.) FM AoDroval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033314 20.07.14 Rev 20.1 Page 6 of 6 MICROFAST® QUICK \J II(Ir1G® l.I:II[..iu.7M RESPONSE PENDENT SPRINKLER VK302 (K56) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5/16" (59 mm) minimum (15 mm) 2-1/2" (64 mm) maximum NPT 21/4" (57 mm) 1 /4" mm) Installed with a standard 1/8" surface-mounted escutcheon Figure 3: Sprinkler Dimensions with a Standard Escutcheon Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 7r71 (54 mm) 4 1-3/4" (45 mm) Max. (54 mm) 21111 [W (5;&1r) c_ 1-1/8" (29 mm) Mm. Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_033314 20.07.14 Rev 20.1 Replaces Form No. F_033314 Rev 19.3 (Added ENT to CE Approval.) Jage 1 of 4 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: Store sprinklers in a cool, dry place. Protect sprinklers during storage, transport, handling, and after installation. Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler operating elements. For Pre-Assembled Drops: Protect sprinklers during handling and after installation. For recessed assemblies, use the protective sprinkler cap (Viking Part Number 10364). Sprinklers with Protective Shields or Caps: DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. Sprinkler shields or caps MUST be removed BEFORE placing the system in service! Remove the sprinkler shield by carefully pulling it apart where it is snapped together. Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. DO NOT install sprinklers onto piping at the floor level. Install sprinklers after the piping is in place to prevent mechanical damage. DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. DO NOT attempt to remove drywall, paint, etc., from sprinklers. Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-lbs. (19.0 N-m) 3/4" NPT: 20 ft-lbs. (27.1 N-m) 1" NPT: 30 ft-lbs. (40.7 N-m) (Original container used) (Placed loose in box) (Protected with caps) (Protective caps not used) (Piping is in place at the (Sprinkler at floor level) ceiling) ^Ahft— - CORRECT INCORRECT (Special installation (Designated wrench not wrenches) used) WARNING: Cancer and Reproductive tarn,- www.P65Warningscagov A WARNING Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature allowed. Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling, installation, and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 :1uIIIII CARE AND HANDLING NIKJNG4 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements. The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets* when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: The sprinkler has been installed*. The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler Operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Figure 1: Sprinkler shield being removed from a pendent sprinkler. Figure 2: Sprinkler cap being removed from a pendent sprinkler. Figure 3: Sprinkler cap being re- moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them! Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Ni'(•Jt(W Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. IAWARNINGI Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Concealed Sprinkler and Adapter Assembly (Protective Cap Removed) Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly (Pendent Cover 12381 shown) rage 3 çf 4 'J :juJIIpl CARE AND HANDLING IKJNG4 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com IcAU0N1 CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT, HANDLE WITH CARE. GENERAL HANDLING AND STORAGE INSTRUCTIONS: Do not store in temperatures exceeding 100 °F (38 °C). Avoid direct sunlight and confined areas subject to heat. Protect sprinklers and cover assemblies during storage, transport, handling, and after installation. -- Use original shipping containers. -- Do not place sprinklers or cover assemblies loose in boxes, bins, or buckets. Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system, and while ceiling finish work is being completed. Use only the designated Viking recessed sprinkler wrench (refer to the appropriate sprinkler data page) to install these sprinklers. NOTE: The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. Do not over-tighten the sprinklers into fittings during installation. Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. Do not attempt to remove drywall, paint, etc., from the sprinklers. Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MJJI BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggro u pin c .com Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 NIKJNG* CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance. These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: Store the sprinklers in a cool, dry place (in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) Store containers of wax-coated sprinklers separate from other sprinklers. Protect the sprinklers during storage, transport, handling, and after installation. Use original shipping containers. Do not place sprinklers in loose boxes, bins, or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers (any other wrench may damage the unit). Take care not to crack the wax coating on the units. For touching up the wax coating after installation, wax is available from Viking in bar form. Refer to Table I below. The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating. Thereafter, inspect representative samples of the coated sprinklers in accordance with NFPA 25. Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. Sprinkler Temperature Rating (Fusing Point) ' Wax Part Number TABLE 1 Wax Melting Point Maximum Ambient Ceiling Temperature' Wax Color 155°F (68 °C)I 165 °F(74 °C) 02568A 148 °F(64 °C) 100 °F(38 °C) Light Brown 175 OF (79 °C) 04146A 161 OF (71 °C) 150 OF (65 °C) Brown 200 OF (93 °C) 04146A 161 OF (71 °C) 150 OF (65 °C) Brown 220 OF (104 °C) 02569A 170 OF (76 °C) 150 OF (65 °C) Dark Brown 286 °F(141 °C) 02569A 170 °F(76°C) 150°F(65°C) Dark Brown 'Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. i wARNtNG1 Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 Qf 1 'lHF(I1'161 :11J11lI REGULATORY AND WARNINGS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. A WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene, titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Vikings current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F_111218 18.11.15 Rev 18.1 New Bulletin 4077 SPRINKLER SERIES GL-QRIINCH STANDARD COVERAGE, QUICK RESPONSE* THE INCH® FLAT PLATE CONCEALED PENDENT K-FAC TOR 5.6 GENERAL DESCRIPTION The Globe Series GL-QRIINCH sprinklers are Listed Quick Response concealed sprinklers which utilize a 3mm fran- gible glass bulb as the thermosensitive operating element. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13). While providing the optimal aesthetic appeal with the low profile flat cover plate, the GL-QRIINCH additionally provides the largest vertical adjustment in the industry of a nominal 1". This nominal 1" adjustment allows for previously unrecognized installation flexibility resulting in a clean and tight final "fit" to the ceiling. The sprinkler is available in four temperatures and the cover plate is available in two temperatures. Additionally, the cov- er plate is available in three diameters. The GL-QR/INCH sprinklers are shipped with a protective cap which is tem- porararily removed during initial installation and replaced to protect against ceiling installation damage. The protective cap is removed and the flat cover plate is installed when the system is ready for service, See "Installation" steps within this document. OPERATION The soldered cover plate drops off the retainer assembly when exposed to heat, as from a fire, that has reached the plate's Listed temperature rating exposing the sprinkler above. Upon the releasing of the cover plate, the deflector, which is connected to two guide pins, drops down below the ceiling into its intended position. As heat encompasses the glass bulb operating element of the sprinkler, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid expansion causes breakage of the glass bulb, resulting in release of the water seat assembly, and discharge of water from the sprinkler. FINISHES AND ACCESSORIES Flat Plate Finishes Chrome • White Painted • Black Painted Other finishes - special order NOTE: Factory painted cover plates must not be repainted. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Wrench P/N 332765 SEP 2019 3-5/16" DIAMETER 2-314' DIAMETER COVER PLATE COVER PLATE 4-1/2" DIAMETER COVER PLATE SEISMIC IBCIASCEISEl CODES TECHNICAL DATA SIN (ciLso) Approvals cULus Listed *FM approved for Standard Response only Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Ratings 135°F (57°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 155°F (68°C) Cover Plate 75°F(79°C) Sprinkler, 155°F (68°C) Cover Pte 200OF(930C) Sprinkler, 155°F (68°C) Cover Plate Materials of Construction Frame - bronze Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy• Seal - teflon Drop Pin -stainless steel Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. PAGE 1 OF 4 GFS-1 05 INSTALLATION NOT/CE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads. Step 1. Sprinklers must be properly oriented. Step 2. Remove the Protective Cap. Step 3. With pipe-thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Note: Do not grasp the sprin- kler by the deflector. Step 4. Wrench-tighten the sprinkler only using the concealed wrench P/N 332765. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex. Note: Do not apply wrench to frame arms. Step 5. Replace the Protective Cap by pushing it upwards until it bottoms out against the Sup- port Cup. The Protective Cap helps prevent damage to the Deflector and Drop Pins during ceiling installation and/or during application of the finish coating of the ceiling. NOTICE: The system is considered Out of Service when the protective caps are in place. Step 6. After the ceiling has been completed, remove and discard the Protective Cap. Verify that the Deflector moves up and down freely. If the Sprinkler is damaged or the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. Thread on the Concealed Plate Assembly. NOTE: As a convenience, either the Hand Held Installation Tool (P/N 332875) or the Extension Installation Tool (P/N 332876) may be used during the above installation proce- dure. Refer to GFS-860 for information on The INCH® installation tools. CARE AND MAINTENANCE Prior to installation, it is important to read and follow "The INCH® Sprinkler Caution" sheet (GFS-855) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Always obtain permission from the proper authorities to shut down the affected fire protection system and notify all personnel who may be affected by this action before closing a fire protection system main control valve for maintenance work on the system that it controls. Sprinklers should only be cleaned by means of gently dusting with a feather dust- er; otherwise, non-operation in the event of a fire or inadver- tent operation may result. When properly installed, there is a nominal 1/8" (3mm) air gap between the Cover Plate and the ceiling (FIGURE 1). This air gap is necessary for proper operation of the sprin- kler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. This annular "gap" must be maintained and should never be sealed or caulked. Factory painted Cover Plates must not be repainted. In accordance with NFPA 25, Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Care must be exercised to avoid damage to the sprinklers- before, during, and after installation. Sprinklers damaged by dropping, striking, wrench slippage, or similar incidents, must be replaced. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e.g. NFPA 25), in addition to the standards of any other authorities having jurisdiction. SEP 2019 GFS-105 PAGE 2 OF 4 - 21/4" DIA. MIN. - -21/4" DR. MIN. - HOLE 81 CEILING HOLE IN CEILING -17/8"DIA. -17/8"DIA. 1"x 1/2" -.__ 1" x 1/2" - REDUCER " / REDUCER I I CUP -DEFLECTOR CUP - 2 3/4 MAX. 23/4" MAX. 17/8" MIN. 17/8"MIN. SUPPORT SUPPORT SUPPORT SHELL I - DROP PIN _______________ ____________ SHELL DROP P84 CELING f 23/4"DIA. 1 1/8" CEILING 35/16"DLA. 11/8" '-FLAT COVER PLATE FLAT COVER PLATE FIGURE 1: GL-QR/INCH INSTALLATION DIMENSIONS -37/8"-4"DIA. MIN. ---- HOLE IN CEILING -/ - REDUCER \ 17/8"DIA.-711 CUP- / DEFLECTOR U. SUPPORT SHE 2 3/4" MAX. -, DROP PIN 17/8" MIN. ____ CEILING f 4 1/2" DIA. CEILING COVER PLATE FIGURE 2: GL-QR/INCH SEISMIC ESCUTCHEON INSTALLATION DIMENSIONS Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E ------------ I I I I DEFLECTOR DROP PIN CELtIC' 11/4' MAX. FIGURE 3: GL-QR!INCH ACTIVATED POSITION SEP 2019 GFS-105 PAGE 3 OF 4 FIGURE 6: PROTECTIVE CAP P/N 332870 TABLE A: COVER PLATE PART NUMBERS FLAT COVER WHITE WHITE CHROME CHROME BLACK BLACK CUSTOM CUSTOM PLATE SIZES 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 135°F (57°C) 155°F (68°C) 2 3/4" DIA. 332726 332731 332724 332729 332726-B 332731-B 332727 332732 3 5/16" DIA. 332706 332711 332704 332709 332706-B 332711-B 332707 332712 (SEISMIC) 332822 332828 332821 332827 332822-B 332828-B I 332823 332829 ORDERING INFORMATION SPECIFY SPRINKLER Quantity. SIN Temperature Rating Finish Part Number GL5606 SPRINKLERS PART NUMBER 135°F (57°C) ....................560613501 155°F (68°C) ....................560615501 175°F (79°C) ....................560617501 200°F (93°C) ....................560620001 COVER PLATES SEE TABLE A WRENCH Quantity Part Number 332765 INSTALLATION TOOL Quantity. Part Number Handheld ......................332875 Used with Extension ................332876 PROTECTIVE CAP Quantity. Part Number 332870 I FIGURE 4: HAND HELD INSTALLATION TOOL P/N 332875 FIGURE 5: INSTALLATION TOOL USED WITH EXTENSION P/N 332876 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). FIGURE 7: CONCEALED WRENCH P/N 332765 4077 Airpark Dr. Standish, MI 48658 989-846-4583 www.gIobesprinkler.com Technical Support• 989-414-2600. techservicegIobesprinkIer.com SEP 2019 GFS-105 PAGE 4 OF 4 2).- STEEL PIPE. Bull Moose Fire Sprinkler Pipe Product information O.D. (in) 1.660 1.900 2.315 2.875 3.500 4.500 I.D. (in) 1.530 1.128 2.203 2.705 3.334 4.310 Empty Weight (lb/ft) 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight (lb/ft) 2.019 2.860 3.982 5.299 1.144 11.290 U- ERR. 1.98 3.44 2.18 1.66 1.00 1.00 Pieces per lift 61 61 37 30 19 19 LU lift Weight (lbs) 21' lengths 1,565 2,362 1,810 1,710 1,341 1,982 Lift Weight (lbs) 24 lengths 1,789 2,700 2,069 2,022 1,533 2,265 Lift Weight (lbs) 25 lengths 1,864 2,812 2,155 2,107 1,596 2,360 O.D. (in) 1.315 1.660 1.900 2.315 2.815 3.500 4.500 6.625 8.625 1.0. (in) 1.091 1.442 1.682 2.151 2.635 3.260 4.260 6.351 8.249 CO Empty Weight (lb/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 LU Water Filled Weight (lb/ft) 1.820 2.518 3.053 4.223 5.893 7.951 11.196 1 23.038 40.086 C.R.R. 15.27 9.91 7.76 6.27 4.92 3.54 2.50 1.158 1.805 LLI Pieces per Lift 91 61 61 37 30 19 19 10 7 '—I LA lift Weight (lbs) 21 lengths 2,695 2,319 2,611 2,051 2,224 1,132 2,242 1,951 12,490 Lift Weight (lbs( 24' lengths 3,019 2,650 3,060 2,344 2,542 1,919 2,563 2,230 2,848 Lift Weight (Ibs) 25 lengths 3,208 2,160 3,181 2,442 2,648 2,062 2,610 0.0(m) 1.295 1.650 1.900 2.315 I.D.CD (in) 1.083 1.418 1.645 2.123 CIII Empty Weight (lb/ft) 1.461 2.010 2.547 3.308 Cx LLI Water Filled Weight (lb/ft( 1.860 2.154 3.468 4.842 ERR, 1.00 1.00 1.00 1.00 Pieces per Lift 10 51 44 30 Lift Weight (Ibs) 21' lengths 2,148 2,211 2,353 2,084 UI Lift Weight (lbs) 24 lengths 2,454 2,534 2,690 2,382 Lift Weight (Ibs) 25 lengths 2,557 2,639 2,802 2,481 O.D. (in) 1.315 1.660 1.900 2.315 2.815 3.500 4.500 ID. (in) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Empty Weight (lb/ft) 1.680 2.210 2.120 3.660 5.800 1.580 10.800 LLJ Water Filled Weight (lb/ft) 2.055 2.918 3.602 5.114 7.815 10.183 16.316 C.R.R. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ui Pieces per lift 10 51 44 30 30 19 19 LA Lift Weight (Ibs) 21' lengths 2,410 2,431 2,513 2,306 3,654 3,024 4,309 Lift Weight (Ibs) 24 lengths 2,822 2,718 2,812 2,635 4,116 3,456 4,925 Lift Weight (lbs) 25' lengths 2,940 2,894 2,992 2,145 4,350 3,601 5,130 800.325.4461 sales®bultmooseindustries.com 3).- FITINNGS. Ductile Iron BULL TEE -HEAD- Nominal Size Apprx, PrewreA A S WL Erh hi () PSI (kft) hi t. (hg) lxi Mo*. Working 01mensioms R40i. hi( 1V SOC) 1.67 1.67 098 2$x 25 32 3450 42.41 47.4J 0.44 lxi 01h 500 1.80 1.80 1.65 1.16 25z25x40 3450 45,12 45,12 41.91 0.53 lMx lxllh 500 1.88 180 1.82 1,12 32z25140 3450 41.15 45,12 46.22 0.44 1¼xt¼xl4 500 1.88 188 1.82 1.45 37x32x40 3450 41.15 41.15 4622 0.44 IM 1%,2r500 2.10 2.10 1.90 1.15 32 32:50 3450 53.34 53.34 48.24 alP l4x 1%x7 500 2.16 2.10 2.02 1.90 40z32:5CI 3450 5486 53.34 51.30 0.84 114x 14x2 500 2.16 2.16 2.02 1.98 4040:50 3450 5486 5428 5130 AM &- WbAinq Ptessure Rabegs are far reference o4 and based on &r. 40 pipe. For 16 61W ut/uic eed FM pressure ratings versus pipe cFsedi4m pease vir anwlinil,00m or ronlod your IcoI Aiw4 Ductile iron threaded likings are 111 & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASIM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads are NPT per ANS1/ASME Bi .20.1. NOTICE; Dude iron I1tflng havis higher enslle sfrend, than thai of std pipe. Theoe, over lightening con couse donoge io pipe freos which may cause leakage. Ductile iron fih6ns should be lightened three turns beyond hand light, but no more thon kwr lurns, ®' ustx APPROVE0 Faq L*tSIieI Osieb md U,ione. OJ WCb WCfC.ieI'jICC41i Cf MM an MV SAW www.anuilintl.com QF~ Ductile Iron 01 - Ductile iron threaded fittings ore UL & ULC Listed & J FM Approved for 500 psi service. ( Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.14 Threads ore NT per ANSVASME Bi .20.1. NOTICE: Dt"Its iron #nings kve kiJse imIh strength ihcn that of steel pipe. Thefeloe, eet uihien9 con cow &wnoge ic pipe &eo& wlds may cm,se teakoge. Duct Ia roo tffns should be tightened three turns beyond bond *, but no rwre thou four Ivnis. Mox. Wodkim PresswA 1II1Th[cI Dimensions e ApproL. WI. Each A 8 Li. () P$J(tfd k Li. ) Li m'i) a (ks) * 500 0.75 0.25 1.42 09ise 0.22 25I5 3450 9.05 4.35 34.06 0.10 1 x'A 500 0.75 0.25 1.42 09lsio 0.17 25x20 3450 J05 4.35 34,06 008 Wi x I 500 0.80 0.28 136 00e 0.28 37x25 3450 20.32 1.11 44.10 0.13 1 V x 1 500 0.83 0.31 2.00 NO 0.45 402$ 3450 21,08 1.814 50.80 0.20 1% 111/4 500 0.83 0.31 2.00 Otilsile 0.30 40s32 3450 21.08 1.814 50.80 0.14 2x 1 500 0.88 0.41 1.95 Inside 0.67 5025 3450 22.35 10.414 4,53 0,30 Zx 1% 500 0.88 034 2,48 Oulside 0.73 $032 3450 .35 8.636 62. _______ 0.33 2* 114 500 88 J735 0.34 2.48 Outside 0,61 50i40 3450 8436 629 0,28 4 WMing Pressure *ngs are for reference o4 and based on 5th. 40 pipe- For the ksiesi UL/'JtC. and, FM pressure raIins versus peps schedLk, phase visit cntI,cons or contact your focal Anl Pcjxcscntqlive. 11*10 *PROVEO Oe* wd Lrieno.. s4ows5 w ne,acn ___en ftV 511 Reçl*4Meen. hI 'LU'-1 , Inside Head C rB JA Outside Head lw*- B H 4*w1I; Ductile Iron REDUCING 90 4!:IiFJ Nominal Size M. Working Dimensions Approx. FroreA A R Wt, Foth k (aim) J90) h 6n* It () tk 00 (1 500 1.26 1.36 ' 9.44 3450 D2V 1 xVi 500 1.31 1.15 032 25110 3450 34.19 36.83 0,24 1yix Vi 500 1.34 1.5.3 0.64 32x 15 34550 3403 38,86 0,29 I%XV4 500 1.45 1.62 032 32x20 3450 3483 41,14 0.33 1x 1 500 1.58 1.67 0.75 32x23 3450 40.13 42.41 0.34 l%X 1 500 1.65 1.80 0.92 40x25 3450 41.91 45)2 0.42 1i41Vi 500 1,82 1.88 1.08 4032 1 3450 46.22 41.15 0.49 500 1.49 1.88 1.08 50 15 3450 31.84 41.15 0.49 2 x V4 500 1.60 1.97 1.24 $0x?0 3450 40.64 50,03 0.56 ?x I 500 1.13 2.02 1.40 SOx 25 3450 43.94 51.30 0.4 2x 11A 500 1.90 2.10 1.52 50x32 3450 48.2 53.31 0.10 2 xl Vi 500 2.02 2.1.6 1.6.5 301(0 3450 5130 54.86 0.15 - t'cIng Fire Rig are for refaiwas onI' and based on Sd. 40 pipe. For 16 kiei UIJULC. FM pressure rwings versus pipe schedule, pfeese visit anniLcare ar ronlaei your local Anvil presenlaflve. Ductile iron threaded fittings ate UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A56 Class 65.4512. Dimenons conform to ASME B 16.3 Threods are NPT per ANSVA,SME B .20.1. NOTICE; DK-We iron Sing have hAr Iivih strength than thc4 of steel -, Thete(vire, over h9k1evLng can coe Joirioge '0 F1Pe weodi.which mart course leakage. Ductile iron EtknQs ilfioiild be #qhtened three turns boycod bond tight, but no norc thco four Will APPROVEO FLiiM 0utMW Ln*. l aia ea lwknmor o~ iia AM# SMi Ri,ii$i. Ductile Iron rmim& Size I:1:l.]i1u1k[c Max, Woriling Pressur&e. ..'Is1IJ.1k[eI Approx. WI. Each A ?5 (1Th) h 16t. (kg? 1xY4 25 jr 20 5J ___ 3450 1.69 4292 053 024 A - t4tung Pressure Raeings are for reference os rind based on Sth. 4O pipe For the loSerS ULJULC and FM passive rottrtgs versus pipe sch.diM. phou. visit oiini1,com or contact your local P.iml R1ysuontath Ductile iron threaded F1tings ore UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 163 Threods ore NPT per ANSI/ASME 81.20.1. NOTICE: Ductile iron fittings have legiser lernila strength than lid of steel pipe. Therefore, over lightning can cayje damage to pipe threodw+uids mccc,se leakage. Ducttie iron fillings ihould be tighMned three turns beyond bond light, but no mars ibon four c®. WITh APPPOVEO o. tw*WAppv4 O* *,d Lwe. tie ee St,WMtS'dm St - 5til5M R,e$tisen 4N Ductile Iron Ductile iron threaded fittings are UL & ULC Listed & FM Approved for .500 psi service. Ductile iron per ASTM A56 Class 65.45-12. Dimensions conform to ASME 816,3 Threads ore NPI per ANSI/ASME B 1.20.1. REDUCING TE Hiniiit1 Size Max. Dimeinians Working Pesuire A 8 C . PS1ftW i(eii) ht(ni Lt (k0) (x½ 1 5.00 1.50 1.6 150 044 Th1rf' 3450 .it 3454 39.10 029 IX MI xi 500 1.50 1.45 130 0,13 25x2025 3450 38,70 36.83 38,10 033 JxIxVi 500 1.26 126 136 0.11 25x25x15 3450 32.00 3700 34.54 077 1 x 1 s 500 1.37 1.31 145 0.16 25.115120 3450 34.80 34.80 3183 0.34 1 X 1 x 1½ 500 147 -167- 25450P 3450 42.41 42.47 40.73 0.44 lililW 500 1.80 1.80 163 1.16 2545z10 3450 4112 4112 41.91 053 i51 x1 500 1.34 1.26 153 0.82 32231J 3450 34.04 3200 38.86 0.31 i½1 x3 500 1.45 1.37 162 0.90 3205r20 3450 36.83 3480 47.75 047 1Yx lxi 5.00 1.50 1.50 161 1.00 32x25x25 3450 40,13 35.10 4742 045 1½ xi x l 500 1./5 1.61 175 108 37J2$3? 3450 44.45 4747 1 445 04? 1¼x 1 x 1½ 5.00 1.86 1.80 1.82 1.42 37x754Q 3450 41.15 4532 45.77 064 i½x1½x½ 500 1.34 1.34 153 -6.-96 8F 3242d5 3450 34.04 34.04 38.86 03? 14u1-WiTS00 5 162 092 32x32z20 3450 36.83 . 3683 41.75 042 I½x1i4x I 5.00 1.58 1.38 1.61 095 3202125 3450 4013 1013 42.42 043 iYx1'hxiY, 500 1.80 1.88 102 1.45 32x3240 3450 41.15 41.15 46.72 0.66 1½x1Yx2 500 2.10 2.10 120 1./5 3202r50 3450 5334 53.34 48,26 019 154x1 x14 500 1.41 1.34 166 0.95 40x?5d5 3450 35.81 3404 47.76 043 lVtxlxM 5.00 1.52 1.31 175 1,14 40%25'.20 3450 38.41 34.80 44.45 052 115x lxi 500 1.65 1.50 1.80 1.17 40r7525 .?44J 4791 3810 45/7 053 1WiilW iT82 ISV 4045 32 345.6 46.23 42.42 41.15 0.61 1½x1t1½ 5.00 1.94 1.80 194 1.45 40i25x40 1 3450 49.28 4512 49.78 066 I 1h X 13.x½ 5.00 1.41 1.34 166 1.05 4007115 3450 3521 34.04 42.16 048 l½xlilx% 500 1.52 1.45 175 1.15. 05......... l½xlVlxl 500 1,65 138 1.60 125 40x32z25 3450 47.91 4013 4512 051 1½x 1½n2 40..37x.?0.......50......3241 500 2,16 .3483..........5 710 2.02 1,90 404b 50 3450 54.86 5334 57.30 084 1½z 1½x½ 500 1.41 1.41 1.16 1.15 40x40z15 3450 35.81 3581 2948 051 NOTICE: Ductile iron fiflings ham hiqJxr kmIie sfreeth than tho of sfd pipe, TheA'doe. over Iiing con ce dnoe io pipe iwed.whid ln'ccjne kakoe. Ductile iron fittings s1oAd be tightened three hm beyond bond iight, but no nre then kur Iuns. 11ME APPROVEO Aq - Oi& Wid Ls.. Wi dN.q5daN Rçf,..mM i.iui'iIqelp HcninoI Max. Dimensions Approx. Ptessurea, A B ' ht.ir PjW &L (47) 676r 115k 11S4xM 500 1.52 1.52 125 1.24 4040r20 3430 3867 3841 44,45 0.56 .1.65.......so. 4040i25 3450 41!67 . 16S 41.91 (5.12 0.59 1½x114x1~ 500 1.82 1.82 1.88 1.48 401 4002 3450 4623 4623 4115 0.47 154x1.4x2 500 2.16 2.16 2.02 1.98 (04050 3450 . 5486 5486 51.30 0,90. 2'xl x2 500 2.25 2.02 2.25 2.15 50r25x50 3450 5715 $131 5115 098 2x 1½x2 500 2.25 2.10 2.25 2.30 5032r50 3450 5715 5334 51,15 1.01 i14l54ii'1.........500 2x1½xY 500 1.4? 1.11 1.88 1.50 50x40r 15 3450 3185 3581 4115 0.68 .x 1½x1 500 1.60 132 {91 1.62 5040r?0 3450 4064 3861 5004 0.13 2iii4xl I00 1S ' 50407S 3450 43.94 4791 51.3? 014 7xI54'1i4 500 1.90 1.02 2.10 1.80 50.r40x32 3450 4826 4623 5334 082 2.i1½x1½ 500 2.02 1.94 2.16 2,00 5040x40 3450 513? 4978 5486 0.91 2x 114x2 300 225 2.16 225 2.35 , 5115 J.0?....... 2'x2x14 500 1.49 1.49 1.80 1.60 50$0x L5 3450 3/85 3185 41.15 Q.13 7x2x 500 .113 1.60 1.60 1.97 1.68 50s50r70 3450 4064 4064 5004 0.16 2x2x 1 500 1.73 133 2.02 1.85 50 50x25 3450 350_......51.&5......54$4 4394 4394 51.31 0.84 iT21W 00 1.90 1.90 2.10 2.04 50 5032 3430 44.45 4242 4445 0.93 2x2x1½ 500 2.02 2.02 2.16 2.18 50500 40 3450 44.45 4742 4445 0.99 2x2x2i 500 2.60 2.60 2.39 3.61 SOs SOiSS 3450 4445 4242 4445 7.41 Thx2x~ 500 1.74 1.60 2.32 2.28 45x50x70 . 3450 .445,4242.444$ ...7.03 £-WQgPreiwr, reWwcecmlyui4bueJon &b. 40 pipe. Fct the ksni 7NJU(C, and FM prnsure rgus pscbed4e, Ploom visitaiwiafI.coa conlod yic locci Ara Resenlive. 4!W Ductile Iron i STRAIGHT TEE Nominal 5n Max Wórlinq Dimensions Approx. A S ProssureA Wt. Each huU kL (00 __ _______ ' 1 f50) (1.50) 1 50 50 391 S.TO 39 1Y3 500 1.75 1.15 1,22 32 3450 4445 4445 055 14 500 1.94 1.94 1.55 40 3450 4921 49.21 0.10 2 500 2.25 2.25 2.45 $0 3450 51.15 5/i5 1,1 L -\ Rngry for rsfircc. bo.donSi. 4O pp For th,fo$,t LA/UtC FM prceurc rathgeiw ppo sc6d4c, pe visit Cr cunk,ct your local Arwl Rpi'esenIoIie. Ductile iron threaded linings are UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads are NPT per ANSI/ASME B 1.20.1. NOTiCE: Duct6 iron fitfings ho" b19her ie1e sfreeh than 1hc4 of stW pipe. Theire(oro, OYOV IisleAing con cie ciomoge to pipe iweo1which MW cam leakage. Ductile iron ft(ngs hauld be tightened three turns beyond bond light, but no more thonlour Wns. U31E APPRDVEO Aw t**i tind LAI. a& wn.rwfr Wn t nee A&V 5*0 Rlem*e A ---- A TFPI 800 Fabricated Fittings Figure Nominal size Inches Rated Pressure (psi) Figure 391 Groove x Male Threaded Adapter Nipples 1,11/4,1Y2 300 300 2,2% 300 ____________ 300 3,4,5 300 300 6,8 300 300 10,12 300 300 Figure 392 Groove x Groove Adapter Nipples 1,1¼,1½ 300 300 22½ 300 ____________ 300 3,4,5 300 300 6,8 300 300 10,12 300 300 Figure 393 Groove x Bevel Adapter Nipples 1,11/4,1h/2 300 300 22½ 300 300 3,4,5 300 300 6,8 300 300 10,12 300 300 Figure 312 22%° Elbow 11/4,1% 300 300 2,21/2 300 300 3,4,5 300 300 6,8 300 300 10,12 300 300 Figure 313 111/40 Elbow 1%,1½ 300 300 2,21/2 300 300 3,4,5 300 300 6,8 300 300 300 300 Page 8 of 8 Figure Nominal Size Inches Rated Pressure (psi) Figure 321 Reducing Tee 1¼,1½ 300 300 2, 2½ 300 300 _______________ 3,4,5 300 300 6,8 300 300 10,12 300 300 Figure 327 Cross 1,1%,1½ 300 300 2,21/2 300 300 3,4, 5 300 300 6,8 300 300 10,12 300 300 Figure 341 Groove Flange Adapter 150 lbs. 1,11/4,1% 300 300 2,21/2 300 300 3,4,5 300 300 6,8 300 300 10,12 300 300 Figure 350 Concentric Groove x Groove Reducer 11/4,1½ 300 300 2,21/2 300 300 3,4,5 300 300 6,8 300 300 10,12 300 300 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to en- ISO sure that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (lH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 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. © 2009 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REVG J4taUIIC 10.521 VS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 DIMENSIONS _____ ri 114 x ½ 13/16 1.30 1.83 1.10 3.87 2.56 1.0 V 1 32 15 30.2 _ 33.0 46.5 27.9 98:3 ,_65,0 0.45 T 3/4 13/16 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 W 1 1 3/16 1.52 4- 2.18 1.10 3.87 2.56 1.2 25 - 30.2 .38.6 554 98365.0 1/2 13/16 1.42 1,95 1.22 4.08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 I 103.6 65.0 0.54 -4-. --4,. --4- ---1-• 1- •- -1-.- --- ~ 13/16 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 - - - -4--. . - -.4-. - -+- -- t .__ ' - ..- - -~ 1 13/16 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 584 31.0 103.6 65.0 + 0.59 .-. - - 2 ½ + 13/16 1.66 2.19 1.46 _t. 4.60 1--2.56 1.3 50 15 30.2 1 42.2 55.6 37.1 116.8 65.0 0.59 1'-- -Y4 13/16 1.64 2.19 1.46 4.60 • 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 4- + 1- - 4. 1 13/16 i 1.88 2.54 1 1.46 4.60 2.56 1.5 25 30.2 I 47.8 64,5 . 37.1 116.8 65.0 0.68 2½ ½ 4- 4- 13/16 I 1.91 2,44 I 1.71 5.40 2.56 1.6 65 15 30.2 48.5 62.0 43.4 137.2 I 65.0 0.73 4-- + -t -. 4- - % 13/16 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 13/16 2.13 . 2.79 1.71 5.40 2.56 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 4-' . 4- 4' - ½ 13/16 1.91 2.44 1.71 5.50 2.56 1.6 76.1 mm X 15 30.2 48.5 62.0 43.4 139.7 65.0 0.73 -- .- - -4--- ---4- ----I- ---- 4---- -4- -------- ~ 13/16 1.89 2,44 1.71 5.50 2.56 1.6 20 30.2 48.0 62.0 43.4 1 139.7 65.0 0.73 ________ • . - , -. .• - - - - + - - -t - - - 1 13/16 2.13 2.79 171 5.50 2.56 1.7 25 30.2 , 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 A REGISTERED TRADEMARK OF vICTAuLIC COMPANY. C 2009 vICTAULIC COMPANY. ALL RIGHTS RESERVED. 10,522 4taUIicf REV_G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 PERFORMANCE Hazen-Williams coefficient of friction is 120 www.victaulic.com ,,4ftauiic.e VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 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 PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 ituIiC vIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 4).- HANGERS Cl) E a) C') > C') C C- C/) 0 C-) a) 0 0 a) ED TOLCO is a brand of Pipe Hangers Supports Seismic Bracing UL Listed FM Approved for Fire Sprinkler Installations C ®US LISTED <s> APPROVED Catalog Forward This catalog has been created with an acute aware- ness of the field problems of the piping contractor. We have sought and received input from engineers, installers, field inspectors and others closely involved with the installation of piping systems. This is where needs are discovered, and where products and ser- vices are genuinely tested. TOLCO® is proud to present a complete and versa- tile line of pipe hangers and related products. The TOLCO line has been methodically developed to effectively address support problems in the commer- cial and industrial piping fields. A thorough knowledge of our customers' needs and problems was no less important than the develop- ment of our manufacturing skills in the emergency of TOLCO as a leader in the pipe hanger industry. Our people are equipped to respond quickly to your prod- uct and service needs on both standard items and specialized metal fabrication. Custom Fabrication We have expanded our manufacturing capacity in response to the growing demand for customized metal fabrication and special hangers. When some detail of construction or piping arrangement makes it necessary to deviate from standard types of hangers, TOLCO is equipped to furnish hangers and supports of any required type. These products combine proven designs and standards with new innovations that enhance their utility. Approvals and Specifications TOLCO, as a member of the American Pipe Fittings Association, is cooperating with engineers and archi- tects in the preparation of specifications covering hanger requirements and the interpretation of appli- cable piping safety codes. All TOLCO products are carefully manufactured to meed the highest standards in the industry. All products, as a minimum conform to Manufacturers Standardization Society MSS-SP-58, and to the allow- able stresses specified in the ANSI B31.1 code for pressure piping. Many TOLCO Products are also listed, approved or conform to: Underwriter's Laboratories UL-203 Factory Mutual Engineering National Fire Protection Association NFPA-1 3, NFPA-13R, NFPA-13D and NFPA-24 Federal Specification WW-H-17IEE Warning Pipe hanger products included in this catalog are intended for installation and service only as described herein. We are aware that these products have been used (often without incident) for purposes and in ways other than those for which they were designed and manu- factured. Examples of which are: use of products as erection tools; use of beam clamps on a beam not specified for them; use of concrete inserts as an anchor for pulling pipe to proper elevation; suspension of one clevis hanger under another resulting in cumu- lative load greater than specified capability. In such cases of misapplication or improper use, we cannot be held responsible for injuries or property damage. TOLCO pipe hanger products are carefully designed and manufactured to industry standards. Care should be exercised by installers and end users to install, use and maintain these products properly to avoid any possible on-the-job accidents. Designs Product design and specifications are subject to change without notice. Finishes Most hangers are available in: stainless steel, elec- tro-galvanized or hot-dipped galvanized. Other special finishes are available upon request. Items ordered hot-dip galvanized may be supplied with elec- tro-galvanized threaded components unless otherwise specified. If you require a finish not listed in the product data of a specific hanger, please consult our factory. Index Figure numbers in this catalog are in numerical order. Terms and Conditions of Sale For conditions and terms of sale, please consult our current price guide. Main Office/Manufacturing Facility • 1375 Sampson Ave. • Corona. CA 92870 • Ph: 951.737.5599 • Fax: 951.737.0330 Customer Service • 800.786.5266 wwwtolno.cnm Index -Pipe Hangers and Straps Fig. iF Standard Clevis Hanger with Felt Lining Page 7 _JFug.2 - !Austable Band Hanger MSS SP-58, Type 10 WW-H-171E Type 10 - Page - L I Fig. 2NFPA Trimline Band Hanger with Reducer Rod Size MSS SP-58, Type 10 WW-H-171E, Type 10 Page 8 Fig. 200 Trimline Band Hanger MSS SP-58, Type 10 WW-H-171E, Type 10 Page 43 Fig. 1 Standard Clevis Hanger MSS SP-58, Type 1 WW-H-171E, Type 1 Page 5 Fig. 1CBS Cross Bolt Spacer Page 6 Fig. 24 Hanger for CPVC Plastic Pipe, Double Fastener Strap Type Side Mount Page 19 Fig. 1PVC PVC Coated Clevis Hanger MSS SP-58, Type 1 WW-H-1 71 E, Type 1 Page 7 Fig.3 J-Hanger for Pipe or Conduit MSS SP-58, Type 5 Page 11 Fig. 22 Hanger for CPVC Plastic Pipe Single Fastener Type Page 17 Fig. 2F Adjustable Band Hanger with Felt Lining MSS SP-58, Type 10 WW-H-171E, Type 10 Page 9 Fig. 3F J-Hanger with Felt Lining MSS SP-58, Type 5 Page 11 Fig. 23 Hanger for CPVC Plastic Pipe, Double Fastener Strap Type Page 18 Fig. 3PVC J-Hanger with PVC Coating MSS SP-58, Type 5 Page 11 'I Fig. 120 U-Hanger Page 38 Fig. 2WON Adjustable Band Hanger w/o Swivel Nut MSS SP-58, Type 7 WW-H-171E, Type 7 Page 10 Fig. 200WON Trimline Band Hanger w/o Swivel Nut MSS SP-58, Type 7 WW-H-171E, Type 7 Page 45 Fig. 200H Heavy Duty Band Hanger (for Trapeze) MSS SP-58, Type 10 WW-H-171E, Type 10 Page 44 F1' Fig. 120RWA (B) Retrofit Wrap Around U-Hanger Clamp MSS SP-58, Type 4 WW-H-171E, Type 4 Page 40 Fig. 2FWON Adjustable Band Hanger w/o Swivel Nut with Felt Lining MSS SP-58, Type 10 WW.H-171E, Type 10 Page 10 Fig. 28 Standoff Hanger and Restrainer for CPVC Plastic Pipe Page 21 LI Fig. 28M CPVC Hanger and Restrainer for CPVC Plastic Pipe Page 22 Fig. 29 CPVC Double Offset Page 23 NOTE: For more information on TOLCO products, please see TOLCO® Pipe Hangers and Support Systems Catalog. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 991 Fig. 1000 Cable Sway Brace "Fast Clamp" Attachment Sway Brace Attachment Page 58 Page 59 Fig. 825 Bar Joist Sway Brace Attachment Page 47 Fig. 910 Swivel Sway Brace Fitting Page 53 Index - Concrete Inserts Fig. 109A Fig. 109AF Fig. 150 Concrete Deck Insert Concrete Insert "Wing-It" Concrete Deck Insert Page 36 Page 37 Page 42 Threaded Products & Accessories Fig. 98B Fig. 98 Rod Stiffener Rod Stiffener w/8reak-off Bolt Head Page 35 Page 35 Seismic Brace Attachments Fig. 800 Adjustable Sway Brace Attachment to Steel Page 46 Fig. 4L Longitudinal "In-Line" Sway Brace Attachment Page 15 Fig. 906 Sway Brace Multi-Fastener Adapter Page 50 Fig. 981 Universal Sway Brace Attachment Page 56 Fig. 25 Surge Restrainer Page 20 Fig. 907 4-Way Longitudinal Sway Brace Attachment Page 51 'J~ a-c-_1 0~ Fig. 990 Cable Sway Brace Attachment Page 57 Fig. 825A Bar Joist Sway Brace Attachment Page 48 Fig. 975 Straight Sway Brace Fitting Page 54 p Fig. 1001 Sway Brace Attachment Page 60 ~ti Fig, 828 Universal Sway Brace Attachment Page 49 Fig. 980 Universal Swivel Sway Brace Attachment Page 55 I." 4 Fig. 2002 Sway Brace Attachment Page 61 Fig. 909 No-Thread Swivel Sway Brace Attachment Page 52 NOTE: For more information on TOLCO products, please see TOLCO® Pipe Hangers and Support Systems Catalog. 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 Component of State of California OSHPD Approved Fig. 2WON - Adjustable Band Hanger w/o Swivel Nut Seismic Restraints System Fig. 2FWON - Felt Lined Band Hanger w/o Swivel Nut C®USUSTED Size Range - (Fig. 2WON) Size 2" thru 8" pipe. (Fig. 2F WON) 1/2" thru 8" copper tube Material - Pre-Galvanized Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Conforms to Federal Specification WW-H-171 E, Type 7, and Manufacturers Standardization Society SP-58, Type 7, 3/4" thru 6". Figure 2WON is included in our Seismic Restraints catalog approved by the state of California. Finish - Pre-Galvanized Note - Available in Stainless Steel materials. Order By - Figure number and pipe size Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size A B C D Load Lbs. WtJ100 1/2 3/8 2Ie 21/8 11/4 400 14 3/4 3/8 2I8 2 1 400 14 1 3/8 2/s 21/8 1 400 16 11/4 3/8 33/s 21/2 11/4 400 17 1112 3/8 31/2 21/2 1 400 18 2 3/8 33/4 21/2 7/8 400 20 21/2 1/2* 5 31/2 11/2 600 27 3 1/2* 51/2 35/8 11/4 600 40 31/2 1/2* 6/4 4I8 2 600 48 4 5/8* 6/4 43/4 11/2 1000 53 5 5/8** 81/2 5/8 21/8 1250 91 6 3/4** 91/4 57/4 1/8 1250 99 8 3/4** 121/4 7/8 2/8 1250 120 * 3/8" nut is used when NFPA rod sizing is requested. ** 1/2" nut is used when NFPA rod sizing is requested. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.131.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5296 www(olco.com Fig. 2F WON Component of State of Fig. 3 - J-Hanger for Pipe or Conduit California OSHPDApproved Fig. 3F - Felt Lined J-Hanger for Copper Tubing Seismic Restraints System Fig. 3PVC - PVC Coated J-Hanger for Pipe or Conduit Size Range - 1/2" thru 12" pipe size Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe, or insulated pipe with Fig. 220 shield. Side hole allows for wall mounting. Fig. 3F and Fig. 3PVC are designed to reduce noise and vibration and/or prevent electrolysis between pipe and hanger. Approvals - Conforms to Manufacturers Standardization Society SP-58, Type 5. 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, pipe size and finish Fig. 3 laps Fig. 3PVC Dimensions • Weights Copper Tube Size Rod Size A B C D E F Max. Rec. Load Lbs. Approx. Wt./100 1/2 3/8 2/8 13/4 7/16 11/2 11 A6 400 18 3/4 3/8 2w/s 1/8 7/16 111/is 21/8 400 21 1 3/8 2W16 11W16 7/16 113/16 2/i6 400 22 11/4 3/8 31/4 2 7/16 21A6 2/8 400 25 11/2 3/8 39A6 246 7/16 2w/is 2/s 400 27 2 3/8 311A6 21/a 7/16 29A6 31A6 400 29 21/2 1/2 4/16 2/ie 9/16 33A6 35/8 500 64 3 1/2 413A6 2/16 9/16 31/2 41A6 500 72 31/2 1/2 51/s 2/8 9/16 33/4 43/8 500 84 4 5/8 61/8 36 9/16 45/8 53A6 550 138 5 5/8 63/4 31/4 9/16 51A6 53/4 550 162 6 3/4 73/4 39/16 9/16 513/16 65/8 600 249 8 7/8 93'6 31W16 9/16 615/16 8 760 291 10 7/8 103/4 3/8 9/16 75/8 91/8 760 315 , 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 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 I 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 Hilt) 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.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/ADorovals 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 LADBS <: DFM> IndeDendent code evaluation IBC®/ IRC® 2015 IBC®/ IRC® 2012 IBC®/ IRC® 2009 IBC®/ IRC2006 Hilti, Inc. (us) 1.800.879.8000 1 www.hilti.com I an español 1-800-879-5000 1 Hifti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 329 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table I - Hilti KWIK HUS-EZ I specifications"2 Nominal anchor Setting diameter 1/4 information Symbol Units Nominal bit diameter dbjt 1/4 Nominal embedment h nom in. 1-5/8 2-1/2 Effective embedment het in. 1.18 1.92 Minimum hole depth h0 in. 2 2-7/8 ft lb 18 Installation torque T., (Nm) (24) Wrench size in. 7/16 1 T,,1 is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details wrench size -- - €aCch - het hnom h. Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete1'2'3'4'5 Nominal Nominal Tension - cN Shear - qN f' = 2,500 psi f'c = 3,000 psi f' = 4,000 psi f = 6,000 psi f' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f', = 6,000 psi anchor embed. diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6,0) (7.4) 1/4 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete/ pullout failure in cracked concrete' 2,3,4,5 Nominal Nominal Tension - pN5 Shear - f' = 2,500 psi f' = 3,000 psi IC 4,000 psi f' = 6,000 psi f' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f, = 6,000 psi anchor embed. diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 300 315 345 390 765 835 965 1,180 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) 1/4 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 _______ (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) See section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 5 and 6 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A, = 0.60 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - ;,, = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth -N,seis = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Table 4 - Steel design strength for Hilti KWIK HUS-EZ I anchors"2 Nominal anchor Nominal internal Tensile Shear' Seismic shear' diameter thread diameter 4N cV in. in. lb (kN) lb (kN) lb (kN) 1/4-20 3,680 815 365 1/4 UNC (16.4) (3.6) (1.6) 3/8-16 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I anchors are to be considered brittle steel elements. 3 Tension 4N5, = 4A,,Nf.,, as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with 4V,, < 0.64A,05 f,,,, as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 0\/.:s 4 0.60 A,0,, f. as noted in ACI 318-14 Chapter 17. See Section 3.1.8.7 for additional information on seismic applications. 330 Hilti, Inc. (US) 1.800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 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 concrete12 Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear' I toward edge from edge factor in shear3 uncracked concrete f. fRN 1AV fRV I,______ f,______ Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a j 2-1,2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3.1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.88 n/a 3-12 (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 d 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 ca 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 5 (127) 0.93 0.80 0.70 0.89 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 cc 10 (254) 0.89 CL 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 tin cracked concrete',' Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear' .L toward edge from edge factor in shear3 cracked concrete fl, I N 'AV 1RV 1R1 f l, Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 h orn (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 2 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 PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fA, assumes an influence of a nearby edge. If no edge exists, then lAO = IAN 4 Concrete thickness reduction factor in shear, f,, assumes an influence of a nearby edge. If no edge exists, then f, = 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.hilticom I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 wwwhiltLcom I Anchor Fastening Technical Guide Ed. 17 331 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2,3,4,5,1,7 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - Shear - Tension - ipN Shear - On F'= 3,000 psi 4,000 psi '= 3,000 psi = 4,000 psi ',= 3,000 psi '= 4,000 psi = 3,000 psi = 4,000 psi anchor thread embed. 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) 2-1/2 1,220 1,410 610 610 1,275 1,470 610 610 UNC (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) 1 / 1-5/8 545 595 915 915 670 730 915 915 3/8-16 (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) 2-1/2 1,220 1,410 915 915 1,275 1,470 915 915 UNC (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 deck1'2'34'5'6'7'8 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - cpN Shear - cpV,1 Tension - qN Shear - qv = 3,000 psi = 4,000 psi '= 3,000 psi = 4,000 psi 3,000 psi = 4,000 psi ' 3,000 psi 4,000 psi anchor thread embed. 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) 2-1/2 605 700 610 610 635 735 610 610 UNC (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1 / ______ 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) 2-1/2 605 700 915 915 635 735 915 915 UNC (64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Section 3.1.9.4 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h 0 (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N, = 0.75. 8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions: 1/4-in diameter by 1-5/6-in nominal embedment depth - cç = 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. 332 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 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 - 2 -. - '7 Mm. 3000 psi sand-lightweight . ) or normal-weight concmte %/, A CO Upper - - flute - -. - Minimum —Anchor (valley) Lower20 gg ute edge steel deck (typical) flute Mm. 1-1/4 Mm. 12 (typical) (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 I-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 A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESR-3027. These tables are followed by factored resistance tables. The factored resitance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.com. Table 9 - Steel resistance for Hilti KWIK HUS-EZ I H carbon steel screw anchor12 Nominal Internal anchor thread Tensile Shear4 Shear" diameter diameter N, V. in. (UNC) lb (kN) lb (kN) lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) (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, = ASON 4 f A as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with V < A0 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 (Ps 0.6 f R as noted in CSA A23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 333 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor S Table 10 - Hilti KWIK HUS-EZ I design information in accordance with CSA A23.3-14 Annex D1 H Design parameter Symbol Units Nominal anchor diameter Ref 1/4 A23.3-14 Anchor O.D. da in. 1/4 (mm) (6.4) Effective embedment2 hat in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment2 h nom in. 1-5/8 2-1/2 (mm) (41) (64) Minimum concrete thickness h . in. 3-1/4 4-1/8 (mm) (83) (105) Critical edge distance Cac in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance Smincac in. 1.5 (mm) (38) Minimum edge distance cmjn in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h0 in. 2 I 2-7/8 (mm) (51) I (73) Minimum specified ultimate strength f.. psi 125,000 (N/mm2) (862) Effective tensile stress area A in 0.045 N (29.0) Steel embed. material resistance factor for reinforcement CPa - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 0.5.3 Resistance modification factor for shear, steel failure modes3 R - 0.65 D.5.3 Factored steel resistance in tension N lb 3, 370 0.6.1.2 (kN) (15.0) Factored steel resistance in shear V r lb 750 D.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic Vsar (kN) (1.5) Factored steel resistance in shear V r lb 725 D.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete k r - 10 0.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete k r - 7 0.6.2.2 Modification factor for anchor resistance, tension, uncracked conc.' N - 1.0 0.6.2.6 Anchor category - - 3 1 1 0.5.3 (c) Concrete material resistance factor cpe - 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 concrete Npruncr lb 665 1,645 0.6.3.2 (kN) (3.0) (7.3) Factored pullout resistance in 20 MPa cracked concrete Nprcr lb 340 815 0.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked concrete N lb 275 815 0.6.3.2 pr.eq (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 GSA A23.3-14 Annex D section D.2. For all design cases, qJ = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (koc,) or uncracked concrete (kJ must be used. For use with the load combinations of GSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with GSA 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, q'r = 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. 334 Hilti, Inc. (US) 1-800.879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hifti.com I Anchor Fastening Technical Guide Ed. 17 343.74(WIK 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 Ii Nominal Installation in lower flute Installation inupper flute internal Tension - N Shear - V Tension - N Shear - V Nominal thread Nominal I = 20 MPa f'c = 30 MPa f' = 20 MPa I = 30 MPa I = 20 MPa f' = 30 MPa I = 20 MPa f' = 30 MPa anchor diameter embed. diameter in. depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4350 psi) in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck 3'4'5'6'7'5 N Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - N Shear - V Tension - Nr Shear - V, = 20 MPa f, = 30 MPa f, = 20 MPa I = 30 MPa f, = 20 MPa IC = 30 MPa I = 20 MPa I = 30 MPa anchor thread embed. 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 h.,,, (nominal embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0NoC = 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 load values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 UNC 1-5/8 1,475 2-1/2 4 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. 336 Hilti, inc. (US) 1-800-879-8000 1 www.hilti.com I en espanoi 1.800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor3.37 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ I) allowable stress design values for installations into hollow core concrete panels12 Ranger rod size Mm. effective embedment h01 in. Allowable load3 Ultimate load Tension lb Shear lb45 Tension lb Shear lb45 1/4-20 UNC 1-3/8 455 485 1,810 1 1,930 3/8-16 UNC 755 3,025 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm admissible anchor location. 2 Minimum compressive strength of prestressed concrete is 7,000 psi. Published ultimate loads represent the average results conducted in local base materials. Due to variations in materials and dimensionl configurations, on-site testing is required to determine the actual performance. 3 Allowable loads calculated with a factor of safety of 4 4 The bottom of the shear plane adjacent to the top of the coupler. 5 Shear values controlled by the steel strength of the screws used to fasten the shear fixture to the KH EZ-1 Screw Anchor. The minimum tensile strength of the screw was 125 ksi. Shear design values should consider the screw or threaded rod steel strength. Figure 3 - Installation of Hilti KWIK HUS—EZ I (KH-EZ I) in hollow core concrete - . ) Admissible anchor location 3.3.7 hot 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.hilti.com. 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 Description diameter KH-EZ 1/4x1-5/8 11/4 1/4 KH-EZ 1/4x2-1/211/4 1/4 KH-EZ 1/4x1-5/8 I 3/8 3/8 KH-EZ 1/4x2-1/213/8 3/8 1 All dimensions in inches. Internal thread Hole Minimum length diameter embedment Qty/ box 3/8 1/4 1-5/8 100 3/8 1/4 2-1/2 100 7/16 1/4 1-5/8 100 7/16 1/4 2-1/2 100 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 337