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Home My WebLink About5796 ARMADA DR; 250; FPC2018-0387; Permitccity of PERMIT REPORT Cdlsbad Print Date: 05/10/2022 Permit No: FPC2018-0387 Job Address: 5796 ARMADA DR, # 250, CARLSBAD, CA 92008-4695 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111000400 Track #: Applied: 11/27/2018 Valuation: $240,317.17 Lot #: Issued: 12/13/2018 Occupancy Group: Project #: Finaled Close Out: 03/13/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy Plan Check U: Project Title: Description: BIOCLEAN -SPRINKLER TI (20 HEADS) Applicant: FPContractor: COSCO FIRE PROTECTION INC COSCO FIRE PROTECTION INC HUGO AGUILAR 1075W LAMBERT RD 4990 GREENCRAIG LN BREA, CA 92821-2944 SAN DIEGO, CA 92123-1673 (858) 444-2000 (619) 247-9371 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $553.00 Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov Rt.2.oL go32' .000006. .. ••.. • cosco '.." Fire Protection San Diego Branch Office 4990 Greencraig Lane San Diego, CA 92123 (858) 444-2000 fax: 444-2056 CA Lic.: C-16 #577621 www.coscofire.com MATERIAL SUBMITTAL Date: 11-27-18 BIO CLEAN 5796 ARMADA DR. CARLSBAD, CA. 92008 JOB # 1811-0328 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted by: HUGO A. Los Angeles • San Francisco • Orange • Fresno • San Diego • Seattle Page 1 of 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 ther- mosensitive glass bulb spray sprinkler available with various finishes and tempera- ture 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 c®Us cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414009, G414010, G4040095, and 4880045 LPCB Approved: Certificate 096e/06 L& WARNING: Cancer and Reproductive Harm- I wP65Wamings.ca.gov I CE Certified: Standard EN 12259-1 certificate of constancy of performance 0832-CPR-S0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. 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) Approvals ONLY is 5 psi (0.35 bar). The minimum operating pressure for LPCB and CE Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C 19500 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 SDrinklers: Belleville Spring-Exposed For ENT Coated SDrinklers: 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 appropria suffix for the temperature rating to the sprinkler base part number. 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°F (93 °C) = E, 286 °F (141 °C) = G Form No. F_033314 18.10.11 Rev 18.1.P65 Replaces Form No. F_033314 Rev 18.1 (Added P65 Warning.) Page 2 of 6 MICROFAST5 QUICK N41KJNG4 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 For example, sprinkler VK302 with a Brass finish and a 155 °F (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. 10896W/B (available since 2000). 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 W' 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 197 1) 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 S Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking MicrofastO 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. S Protective Sprinkler Wrench Flat Clip [Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W1B S Form No. F_033314 18.10.11 Rev 18.1.P65 Page 3 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877384.5464 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 fl 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 Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 °C) Footnotes I 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. The tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are co 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. p Sprinkler wrench 13655W/B for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) 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. F_033314 18.10.11 Rev 18.1.P65 ED S Page 4 of 6 MICROFAST® QUICK "I 1KJNG4 Lu.JM 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 Base I Sprinkler Thread Size I Nominal Overall Listings and Approvals, Part SIN St e K-Factor Length (Refer also to Design Criteria.) Number' NPT BSP U.S. metric2 Inches mm cULus4 VdS LPCB Cc , 12979 VK302 Pendent 1/2' 1 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X Al A1Z, BlY D1Z, C1Y D1W - 19780 VK302 Pendent ~_fl -- 5.6 80.6 2-1/4 58 -- -- - - - D3 21354 VK302 Pendent 15 mm 5.6 80.6 2-1/4 58 - - -- - -03 7T1l ilability (Contact Local Viking 06662B VK302 I Pendent 1/2" 15mm 11 .6 1 80.6 1 2-1/41 8 1A1Z,B1YD2,C2XJ - -- - - - 18021 VK302 I Pendent 1/2' 115mm1 5.6 1 80.6 1 2-1/4 58 AiX, B1Y Al I AiX, 131Y Dlx, dY7 D1W - Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 °C), 175 °F 1 - Brass, Chrome, White W- Recessed with the Model F-i Adjustable Escutcheon only (79 °C), 200 °F (93 °C), 286 °F (141 °C) Polyester56, Black Polyes- X - Standard surface-mounted escutcheon or the B -135 °F (57 °C), 155 °F (68 °C), 175 °F ter56 Viking Micromatice Model E-i Recessed Escutcheon (79 °C), and 200 °F (93 °C) 2 - ENT' Y - Standard surface-mounted escutcheon or the C - 155 °F (68 °C), 175 °F (79 °C), and 3-Chrome Viking Microfast Model F-i Adjustable Escutcheon, or recessed with the Viking Micro- 200 °F (93 °C) mati& Model E-i, E-2, or E-3 Recessed Escutcheon 0 - 155 °F (68 °C), 175 °F (79 °C), 200 °F Z - Standard surface-mounted escutcheon or the (93 °C), 286°F (141 °C) Viking Microfast Model F-i Adjustable 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 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 Certified, Standard EN 12259-1, EC-certificate of constancy of performance 0832-CPR-S0021. 8 MED Certified, Standard EN 12259-1, EC-0832-MED-1003. 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 18.10.11 Rev 18.1.P65 S Page 5 of 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: tec h s v c s @ v i k i n g c o r p . c o m Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com - Base Part Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3 SIN Number' Style NPT BSP U.S. metric2 Inches mm (Refer also to Design Criteria.) 12979 VK302 Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 58 A1Z, Bly, D2X, C2 NOTICE - Product:1/1Limited7Availability (Contact 1 Viking Office) 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, Bly, D2X, C2 18021 VK302 I Pendent 1 1/2" 15 mm 5.6 80.6 2-1/4 58 1 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface-mounted escutcheon or the A - 135 ¶ (57 CC), 155 °F (68 CC), 175 °F (79 °C), 200 °F Viking Micromatic® Model E-1 Recessed (93 °C), 286 °F (141 °C) Approved Finishes Escutcheon B - 135 ¶ (57 °C), 155 °F (68 CC), 175 ¶ (79 °C), and 1 - Brass, Chrome, White Polyester', Y - Standard surface-mounted escutcheon or the 200 ¶ (93 °C) and Black Polyester4 Viking Microfast® Model F-i Adjustable Escutcheon, C - 155 °F (68 °C), 175 °F (79 CC), 200 °F (93 CC), 286 2 - ENT5 or recessed with the Viking Micromatic® Model E-1 °F (141 °C) or E-2 Recessed Escutcheon D - 155 ¶ (68 °C), 175 °F (79 °C), 200 ¶ (93 C) Z - Standard surface-mounted escutcheon or Viking Microfast' Model F-i Adjustable Escutche 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. 'I Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion proofing for corrosive environments. FM Approval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage p e n d e n t s p r i n k l e r s as indicated in the FM Approval Guide. For specific application and installation requirements, referen c e t h e l a t e s t a p p l i c a b l e F M L o s s Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guid e l i n e s r e l a t i n g t o , b u t n o t limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, m i n i m u m a n d m a x i m u m a l l o w a b l e spacing, and deflector distance below the ceiling. NOTE: The FM installation quidelines 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 in s t a l l e d i n a c c o r d a n c e w i t h t h e l a t e s t edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSA D , V d S o r o t h e r s i m i l a r o r g a n i z a - tions, and also with the provisions of governmental codes, ordinances, and standards, whene v e r a p p l i c a b l e . C Form No. F_033314 18.10.11 Rev 18.1.P65 S -t;- 2-1I8"... iç (54 mm) 1.3/4" (45 mm) Max. Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum B" im) S S Page 6 of 6 MICROFAST® QUICK N1KJW4J l.l:II[ru,yM A 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 Ceiling Opening Size: 1/2" 2-5/16" (59 mm) minimum (15 mm) 2-1/2" (64 mm) maximum NPT 2-I /8" s.-'-- -.'-r •.- 54mm) I.... 2-1 /4" 4- 4 fl 1-" - - (45 mm) (Sm) 1) Installed with a standard Installed with a Microfast Note: At maximum, adapter 118" surface-mounted Model F-I Adjustable is exposed 1/2" (13 mm) escutcheon Escutcheon from face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon 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-I and E-2 Recessed Escutcheons S Form No. F_033314 18.10.11 Rev 18.1.P65 Replaces Form No. F_033314 Rev 18.1 (Added P65 Warning.) FM Approved and Fully Listed Sprinkler Pipe Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, C-UL and FM Listed. Approvals and Specifications Both products meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10) ASTM A795, Type E, Grade A (Schedule 40) NFPA13 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings All Wheatland black steel fire sprinkler pipe up to 6" receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black, or with hot-dip galvanizing, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is also UL Listed. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. SCHEDULE 10 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In mm 1n]I mm In mm F jFrnji CRR L Lift 1¼ 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 114 1.900. 48.3 1.682 42.7 .109 j2.77 2.09 3.11 5.8 61 2 2.375 60.3 2.187 54.8 .109 2.77 2.64 3.93 4.7 37 21/aJ 2875 730 2635 669 120 305 3.53 526 35 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 4]J 4.500 1143 1 4260 1082 [ 120 305 562 8.37.16 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 Th ' 6 16. 2S 168.3 6.357 161.5 .134 3.40 9.30 13.85 1.0 10 8 8.625 219.1 8.249 209.5 .188 4.78 16.96 25.26 2.1 7 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR Is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). SCHEDULE 40 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In mm _____ in mm jk/m CRR [ft 1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 1660 422 1380 351 140 1 356 227 • 339 100 1 51 1% 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2j 2375 603 2.067 j 525 1 154 391 366 545 L 100 30 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. - The CRR Is ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). (9) C (9) <APPROVED PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: BLACK EJ HOT-DIP GALVANIZED P800.257.8182 Wheatland Tube 700 South Dock Street Sharon, PA 16146 F 724.346.7260 1 info@wheetland.com I wheatland.com tIED APPROVED Approval Details and Umitauons, rebsite at vsw.anvllinu.ccn or Anvil' Sales Representative. DUCTILE IRON THREADED FITTINGS cN1L S FIG. 3201 900 Elbow FIGURE 3201 I 900 ELBOW I Nominal Size MaximumDimension A Approx. Wt. Each Working Pressureg, hi (mm) PS! (kPo) In (mm) Llis (kg) 1 500 1.50 0.62 20 3450 38./0 0.28 11/4 500 1.75 0.90 32 3450 44.45 0.41 F/s 500 1.94 1.20 40 3450 49.276 0.54 2 500 2.25 1.85 50 3450 57.15 0.84 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest ULJULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65,45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL V'I Project: 0 Approved Address:[]Approved as noted Contractor: jJ Not approved • Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 Dimensions: ASME B16.3 Material: ASTM A536 Grade 65,45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. C OCsP7F/ NVIL DUCTILE IRON THREADED FITTINGS (~)IAWIL ED FIG. 3202 450 Elbow Fl [cjIJ:]*Jlu}° 450 ELBOW Nominal Size Maximum Working PressureA Dimension A Approx. Wt. Each In. (mm) PSI (kPii) In. (mm) Lbs. (kg) 1 500 1.12 0.46 25 3450 28.44 0.21 1'/4 500 1.29 0.73 32 3450 32.76 0.33 1½ 500 1.43 0.92 40 3450 36.32 0.42 2 500 1.68 11.50 50 3450 1 42.67 0.68 A - Working Pressure Ratings are for reference only and based on Scn. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit onvilintl.com or contact your local Anvil Representative. LISITh APPROVED ilMgs/Approvat Details and Umitaions, uurwabSite at www.anvitntt.com or tact anAnvil° Sates Representative. PROJECT11 Project: 0 Approved Address: []Approved as noted Contractor: EJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 09E~NVlL DUCTILE IRON THREADED FITTINGS FIG. 3224 Cap n c®uS LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at orew.anvitint.com or contact anArrviF Sales Representative. S FIGURE 32Z4 ,q1. Nominal Size MaximumDimension Working !ressureA A Approx. WI. Each In (aim) PSI (kPo) in (mm) Lbs (kg) 1 500 1.16 0.32 25 3450 29.46 0.15 11/4 500 1.28 0.43 32 1 3450 32.51 0.20 11/2 500 1.33 0.60 40 3450 33.78 0.27 2 500 1.45 0.91 50 3450 36.83 0.41 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65,45-1 2 Finish: Black Threads: NPT per ASME B1.20.] Agency Approvals: All ductile iron threaded fittings are UL/ULC listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: 0 Approved as noted Contractor: JJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 c®us ITTh APPROVED For Ustings/Approvat Details and limitations, visit our website at vmw.anvllintl.com or contact an AnviP Sales Representative. <F~ DUCTILE IRON THREADED FITTINGS (~)AWIL I FIG, 3221 Coupling FIGURE 3221 - COUPLING Maximum Nominal Size Dimension A I Working Pressure Approx. WI. Each I In. (mm) PSI (kPo) In. (mm) 1 tbs. (kg) 1 I 500 I 1.67 I 0.40 I 25 3450 I 42.42 0.18 I 1¼ 500 I 1.93 0.57 32 t 3450 49.02 I 0.21 I 500 I 2.15 I 0.75 I 40 3450 I 54.61 0.34 2 I 500 I 2.53 1.15 I 50 I 3450 1 64.26 I 0.52 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For he latest tJL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B 1 .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: []Approved Address: []Approved as noted Contractor: Li Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 45E~NVIL DUCTILE IRON THREADED FITTINGS AWIL FIG. 3221R Reducing Coupling Con <3> LISTED APPROVED For UstisgslApprovai Details and Umitations, visit our webSte at vonw.anvllinu.com or contact an Anvil* Sates Representative. FIGURE I::1 .]IJl[esi1IJJIl[e Nominal Size MaximumDimension A Approx. Wt. Eah Working PressureA In (mm) PSI (k Po) In (mm) Lb (kg) 1x½ 500 1.69 0.39 25x15 .3450 42.92 1 0.18 lxY4 500 1.69 .0.53 1 25x20 3450 42.92 0.24 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit onvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. S PROJECT INFORMATION Project: APPROVAL STAMP []Approved Address: []Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPFIDI-1 .15 OqF~NVIL DUCTILE IRON THREADED FITTINGS ®AWIL S FIG. 3205 Straight Tee FIGURE 3205 - STRAIGHT TEE Nominal Size MaximumDimension Working PressureA A Approx. Wt. Each In. (mm) PSI (kPo) In. (mm) Lbs. (kg) 1 500 1.50 0.85 25 3450 38.10 0.39 11/4 500 1.15 1.22 32 3450 44.45 0.55 P/s 500 1.94 1.55 40 3450 49.27 0.70 2 500 2.25 2.45 50 3450 1 51.15 1 III A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. c®us USIED APPROVED tingsidpproval Details and Umitatisns, our webste at swew.unvltintl.com or Oct an Anvil* Soles Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: []Approved as noted Contractor: 0 Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 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 11/4 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. S Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect _ Para__________ Location Date Approved 0 Date__________________________________ www.victaulic.com - Ai aul,c vICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_G 10.521 DIMENSIONS IPS CARBON STEEL PIPE HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T STYLE 922 S Nominal i Run inches/mm 3 Branch Size Hole Diamete I Pji:miij.ir.inniirniTt!l9ltlltrnlo.i Appr x. Weight Each 11/4 FPTi • 1h sTill' • -0.00/-0.0 13/16 1 130 I 1.83 5 1.10 3.87 2.56 1.0 32 15 30.2 33.0 I 46.5 27.9 98.3 65.0 0.45 3/4 13/16 1 1.28 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 13/16 1.52 2.18 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 65.0 0.54 1½ 1/2 13/16 1.42 1.95 1.22 4.08 I 2.56 1.2 40 15 30.2 36.1 495 31.0 103.6 65.0 0.54 Y4 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 1 13/16 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 58.4 2.19 55.6 31.0 1.46 37.1 103.6 4.60 116.8 65.0 2.56 65.0 0.59 1,3 059 2 x 1h 50 15 13/16 30.2 1.65 42.2 13/16 1.64 2.19 N 1.46 4.60 256 1.4 -- 20 LP 13/16 1.88 1 254 1.46 4.60 255 - 15 25 30.2 47.8 64.5 37.1 L 116.8 65.0 0.68 2½ ½ 13/16 1.91 2.44 1.71 5.40 2.56 1.6 55 15 30.2 48.5 62.0 43.4 L17.2 65.0 0.73 1/4 13/16 1.89 2.44 1.71 5.40 256 1.5 - 20 30.24&0 623 43.4J 137.2 653 073 1 13/16 2.13 2.79 1.71 SAO 256 1.6 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 ½ 13/16 1.91 2.44 1.71 5.50 2.56 1.6 761 mm X 15 30.2 48.5 62.0 43.4 139.7 65.0 0.73 1% 13/16 1.89 2.44 1.71 5.50 2.56 - - 1.6 20 30.2 48.0 62.0 43.4 139.7---.--.65.0 0.73 1 13/16 2.13 2.79 1.71 5.50 1 2.56 1.7 25 30.2 1 54.1 70.9 43.4 139.7 1 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. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.52_2 \JtauIic REV_G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FireLock® Outlet-T S STYLE 922 PERFORMANCE Hazen-Williams coefficient of friction is 120 S www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_G Al-c—taube 10.523 STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete instailation 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 instaled 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. S For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. e 2009 vlclAuuc COMPANY. ALL RIGHTS RESERVED. 10.52 \ 4taulicr S S Maximum Temperature: 650°F (343°C) Order By: Part number and pipe size Fig. 200F Fig. 200 200E-11/2 shown shown with captured nut 1" thru 2" sizes only O Fig. 200 & Fig. 200S shown with non-captured nut Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or200M10-11/2 Fig 200C 200C-11/2 shown Pipe Hangers TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger . TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO" Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCOtm Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized Function: For fire sprinkler and other genera) piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: 1/2" (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/2" (15mm) and 3/4" (20mm) sizes with non-captured knurl nuts order Fig. 200S Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL} for steel and CPVC plastic pipe and Fig. Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). 200-1 to Conforms to Federal Specifications WW-H-171E &A-A-1192A, Type 10 200-2 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. '0. B / A Fig. - 2O0-2 /2 to 200-8 A Overall Height APPROVHI B Center 01 pipe to top of knurled hanger rod nut. D Top of pipe to bottom of hanger rod nut. Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt./100 Part No.** in. (mm) in. mm" in. (mm) in. (mm) in. (mm) lbs. (kNI lbs. (kg) 200 1/2 1/2 (15) /o16 M8orM1O 31/f (794) 21/#" .7), !.J!L 400 (118) 11 150) 200-/4 3/4" (20) /8"-16 MB or MiD 31/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) 200 1 1 (25) 3116 M8orM10 3/8 j51) 2/8 (667) V/8(286) 400 18( 12 (55) 200-1'/4 11/4" (32) /t"-16 MB or Ml 0 33/4" (94.0) 2/8" (73.0) 15/32" (29.3) 400 (1.78) 13 (5.9) 20011/2 11/2 I /8 8orKa- 31/s(984l 2 1i8 (730) 1/1 2) 400 (118) 14 (64)1 200-2 2' (50) 3/8 -16 MB or MiD 41/2" (114.3) 3" (76.3) 13/16" (30.2) 400 (1.78) 15 (6.9) 20021/2 21/2 (65) i6 Miñ 42 41Ô 1/365) 600(2 27 ( - 200-3 3' (75) /8"-16 MiD 51/8" (149.1) 4" (101.6) 11/4' (31.7) 600 (2.67) 29 (13.3) 20031/2 31/2 (90) M10 :j! :L:?L L14 iL 200-4 4" (100) /8"-16 MiD 7/8' (187.3) 5' (127.0) 1/8' (34.9) 1000 (4.45) 35 (16.0) 5(125)1/2 13 M12 !2PJ 66 (30.2) 200-6 6" (150) 1/2 -13 M12 101/8" (257.2) 6/4" (171.4) 2/32" (56.3) 1250 (5.56) 73 (33.4) 2008 8 -(2- 0-0) '/213 M12 13' 3334) 83/4 (2222)37/3flä15) 1250 (556) 136 (623) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton Pipe Hangers TOLCO Fig. 1CBS - Clevis Bolt Spacer Size Range: Size 1. (25mm) thru 20" (500mm) clevis hanger Material: Steel Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Heaft Planning and Development (OSIIPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 21P-" - 8 (B3100) only Installation Note: Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish: Pre-Galvanized. Contact customer service for alterntve finishes and materials. Order By: Figure number and finish. Pipe Size Approx. Wt/100 Part No. in. (mm) lbs. (kg) JL L JL_ !L !1 4L 1CBS-1'/4 1'/4" CBS i'/2 1l/ (40) 48(22) 1CBS-2 (50) 9.4 14.21 iWeS 21h4(5 1CBS-3 (75) 13,9 (6.8) 71C—BS.3 i2 1CBS-4 (100) 18.0 (8.1) -0 2 _27.37 _(12T) 1CBS-6 6" (150) 32.5 (14.7) I 1CBS8 :L 2Lj ICES-10 10" (250) 72,7 (32.9) BS12 63 (391) ICES-14 14" (350) 157.6 (71.5) J400) H837 (83 ICES-18 18" (450) 224.6 (101.9) I1CBS2 20j 254om52) TOLCOTM Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4" (20mm) thru 2" (40mm) pipe. Material: - Pre-Galvanized Steel Function: - Designed to be used in conjunction with Fig. 2CC band hangers to restrict the upward movement of piping as it occurs during sprirkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 edition, 9.2.3.4.4. nd .2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe Approvals: - Underwriters Laboratories Listed only when U' Ed with band hanger Fig. 200, in the USA (UL) and Canada (c(JL). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm) thru 2" (40mm). Patent #5,344,108 Approx. Wt.I100 Part No. lbs. (kg) 25 48 (22) S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton Revised 8/8/2074 22 B-Line series Fire Protection Solutions Threaded Accessories S B3205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: /8-16 thru /8-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399"C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish Standard Design Load Thread Size Thread Length IL 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) 3/8 16 -21/2 (635) 730 (316i 572 (254 B3205-1/2x 1 l/2. .l3 21/2" (63.5) 1350 (6.00) 1057 (4.70) - ) 21/2" (63.5) 2160 (961) 1692 (75 B3205-3/4 x '1' /4"-l0 3" (76.2) 3230 (14.31) 2530 (11.25) I B3205 7/ex'L' /89 9) 4480(1993) 3508 (1560) - For larger sizes consult full line pipe hanger catalog S ATR - All Threaded Rod - 120" (3.05m) Lengths TOLCO Fig. 99 - All Threaded Rod Cut To Length Size Range: 1/4..20 thru /"-9 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F 1399°Cl Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. Order By: Figure number, rod size, length and finish Part No. - Size x Length AIR Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 Ft. Lbs. (kg) ATRW'x120 99.1/4 xlength 20 240 (101) - (544) AIR /8" x 120 99-/8" x length 16 730 (3.24) 29 (13.15) [ATR1/2 i120 99/zxlih 13 1350w 53"iO4 AIR x 120 99.5/( x length 11 2 160 (9.60) 89 (40.31) [ATR3M 99-3/4 Xlength 16 - k3_6 . ATR 1/8- x 120 9Y/s" _x-le-nil 1 9 4480 (19.93) 170 (77.11) is For larger sizes consult full line pipe hanger catalog All dimensions in charts and on are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 96 B-Line series Fire Protection Solutions B655 Threaded Accessories B655 - Steel Rod Coupling B656 - Steel Reducing Rod Coupling Size Range: 114..20 thru V-8 rod Material: Steel OPM . Function: Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Approvals: Qualified for static, wind, and seismic loading in concrete. Included in our Seismic Engineering Guidelines 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 our Seismic Ergineering Guidelines, OPM-0052-13. Finish: Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish For Rod Length Design Load Approx. Wt/100 Part No. Size in. (mm) Lbs. (kNl Lbs. (kg) I 155:M -- LJ21 .. 0 1L -1.9 (0.86) 8655Is /8"-16 11/8" 128.6) 130 (3.25) 3.6 (1.63) [B 1/2 i3 1I4(444)1350(600) 113(512) B655-5/8 /8"-11 21/8 (54.0) 2160 (9.61) 11.6 (7.98) [j-i 3/4 10 2/4(51 3230(1&37)28T(127 8655-7/8 /8"-9 21/2" (63.5) 4480 (19.93) 57.2 (25.94) [B6551 18 2/4 (698) 5900(2624) 73.7 (33.43) For Rod Length Design Load Approx. Wt./100 Part No. Size in. (mm) Lbs. (kN) Lbs. (kg) B656-3/8 x 1/4 &'/420 1 300 (133) 3.7 (1.68) B656-1/2 x 3/8 1/2 .13 & /8'-16 11/4" (31.7) 730 (3.25) 6.6 (2.99) [j656-x'/2 /8i& —1. ji1I B656-3/4 X /8 /4"-10 & /8"-11 11/2" (38.1) 2160 (9.61) 20.6 (9.34) r7,5;j /8&4 —323o-T,473-7)-39.4 i —7. li7) I . ' B656 B3220 - Malleable Iron Rod Coupling Size Range: 1/420 thru V-8 rod Material: Malleable Iron Function: Used for coupling two threaded rods together of equal rod sizes, with inspection hole. Finish: Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish Hanger Rod Not Included Overall Length Overall Length Design Load Approx. W000 Part No. For Rod Size in. (mm) Lbs. (kN) Lbs. (kg) B3220-1/4 W . -20 1/8 (349) 300 (133) 6 J2.71 B3220-3/8 x 1/4 /e"-16 to 1/4 -20 15/8" (41.3) 300 (1.33) 11 (5.0) 1B3220-3/a /8 : i/8 (413) 730 -i B3fl0-1/2 X /8 1/2 13 to /8"-16 21/8" (54.0) 130 (3.25) 20 - (.1) 1B3220V2 : 1/ 21/8 (540) ,1350(600) 20 (1) B3220-5/8 5/8"- 11 21/2" (63.5) 2160 (9.61) 32 (14.5) [6220 3/4 /410 25/8 (661) 3230(1437) 2 J1 B3220-7/e /8"-9 33/16' (55.6) 4480 119.931 91 (41.3) (' j 3 — .8 - 3/ (698) 5900 (26.24) - 100 (45.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millime:ers unless otherwise specified. B-Line series Fire Protection Solutions 99 Eaton S Beam Clamps TOLCO 5 Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Size Range: Fig. 65 - 1/2'..13 rod sizes, and /8-11 rod sizes Fig. 65XT - /'-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod.to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UI) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2'..13 rod will support thru 8" (200mm) pipe Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Set Screw and Locknut Included Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65'Iz 1/2 13 1W' (381) 3/4 (190) 1 (254) 9/16(143) 65-5/8 /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65'/z 11/4 ii) 65-/8 11/4" (31.7) 55 (24.91 TOLCOTh Fig. 65XT - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (100mm) pipe. 119.0) Designed to meet or exceed requirements of FM DS 2-0 and NFPA 13. Set Screw and Locknut Included Part For Approx. Wt/100 No. Rod Size Lbs. (kg) 65X1 /8"-16 28.0 (12.7) Al) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 14 B-Line series Fire Protection Solutions Beam Clamps TOLCOTh Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: /8-16 & 1/2 ..13 rod i@ I 4" (101,6mm) thru 16" (406.4mm) lergths tsrp Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Features: Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section "A-A" or inverted. Allows easy installation for new construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore the beveled locking slot of the Fig. 69R will provide a secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed B-Line series or Tolco beam clamp. Finish: Pre-Galvanized Order By: Figure number, length, and finish. Note: Minimum return on strap is 1" 125.4mm1 * Patent #5,947,424 A.A [1 Slot Width For Use With Length Part No. in. (mm) 69R-3/a-L /16" (111) B3033-3/e, B3034-3/a, - Specify [ 65-/8, 65XT-/s, 66-/o 69R-1/2-L /16" (14.3) 83033.1/2, B3034-1/2, 65-1/2, 66 1/2 Specify All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses Ere in mill meters unless otherwise specified. Eaton 18 ELhe series Fie Protection Solutions - - Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.1 KWIK Bolt TZ product description The KWIK Bolt 12 (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel, type 304 and type 316 stainless steel versions. The anchor diameters range from 3/8-, 1/2-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide specifications Torque controlled expansion anchors shall be KWIK Bolt TZ (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4 The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIK Bolt TZ. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut, washer, and expansion sleeve conform to type 316 stainless steel. Product features Product and length identification marks facilitate quality control after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Type 316 stainless steel wedges provide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACl 318 Section Dl. ACl 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 3.3.5.1 Product description 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation instructions 3.3.5.5 Ordering information Impact section dog point Nut - Washer - Red mark Anchor - thread Anchor body Stainless steel expansion - sleeve (wedges) Expansion - cone Listincls/ADDrovals ICC-ES (International Code Council) ESR-1917 City of Los Angeles Research Report No. 25701 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 UL LLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 < *FM > C&S - APPROVR) LISTED Independent code evaluation IBC®/ IRC® 2012 IBC®/ IRC® 2009 IBC®/ IRC® 2006 c -__ _•-'-:• ---'- ---------- - - -.--- -- Hitti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 211 -' Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.2 Material specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 NA 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 17,535 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 1 22,481 1 24,729 All nuts and washers are made from type 304 or type 316 stainless steel respectively. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion sleeve (wedges) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively. 3.3.5.3 Technical data The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR-1917 and the equations within ACl 318-11 Appendix D. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.7. Data tables from ESR-1 917 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. --... ..-...- 212 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hflticom I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 €al S Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table I - KWIK Bolt TZ specifications Setting Nominal anchor diameter d0 3/8 1,2 5/8 3/4 information Symbol Units Nominal bit diameter de, in. 3/8 1/2 5/8 3/4 Minimum nominal in. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-9/16 embedment h00 (mm) 1 (59) (60) (91) (91) (113) (110) (142) Effective minimum in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 Mm. hole depth ho (mm) (67) (67) (102) (95) (121) (117) (146) in. 1/8 1/8 1/8 1/8 Mm. thickness of fixture' t,,in n/a n/a n/a ) (3) (3) (3) (3) (MM in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 Max.thmcknessof fixture (mm) (57) (101) (70) (143) (121) (117) (92) ft-lb 25 40 60 110 Installation torque T5 (Nm) (34) (54) (81) (149) in. 7/16 9/16 11/16 13/16 Fixture hole diameter (mm) (11.1) (14.3) (17.5) (20.6) in. 3 13-3/41 5 3-3/4)4-1/2 5-1/21 7 43/4I 6 18-1/2 10 51/2I 8 10 Available anchor lengths ffl5 (76) I (95) 1(127) (95) 1(114) (140) (178) (121) (152) (216) (254) (140) 1(203) (254) (mm) Threaded length in. 7/8 11-5/812-7/8 1-5/812-3/8 3-3/814-7/8 1-1/2 2-3/4] 5-1/4 I 6-3/4 1-1/2 I 4 6 including dog point (mm) (22) j (41) (73) (41) (60) (86) 1(178) (38) (70)J133) 1(171) (38) 1(102) (152) in. 2-1/8 2-1/8 3-1/4 4 Unthreaded length () (5 (83) (102) 1 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt 12 anchors are installed at S this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly. Figure 1 - KWIK Bolt TZ specifications Hitti, Inc. (US) 1-800-879-8000 1 www.us.hiltl.com I en español 1 -800-879-5000 1 Hilt (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 213 -- 3.3.5 KWIK Bolt TZ Expansion Anchor Table 2 - Hilt! KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete','-3A Tension - N0 Shear - Nominal Effective Nominal anchor embed. embed. I = 2500 psi 10 = 3000 psi I = 4000 psi IC = 6000 psi f' = 2500 psi f' = 3000 psi f = 4000 psi f' = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN)" lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 3/8 (51) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,585 3,925 - 4,535 5,555 9,845 10,785 12,450 15,250 (83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (192) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820 (102) (113) (26.4) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 (9 5) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 1 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9) Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete/ pullout failure in cracked concreteAMA Tension - cpN0 Shear - _pV0 Nominal Effective Nominal anchor embed. embed. f' = 2500 psi f' = 3000 psi I = 4000 psi I = 6000 psi f' = 2500 psi f' = 3000 psi f' = 4000 psi I = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,475 1,615 1,865 2,285 1,685 1,845 2,130 2,605 3/8 (51) (6.6) (7.2) (8.3) (10.2) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.7.3 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 6 to 11 as necessary. Compare to the steel val u e s i n t a b l e 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 A0 as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a 0 = 0.75. See section 3.1.7.4 for additional information on seismic applications. 0 I S 214 Hiti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com i en españoi 1-800.879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hiltl.ca I Anchor Fastening Technical Guide 2014 For a specific edge distance, the permitted spacing is calculated as follows: (S 11 - s2) (c - Cm '2) min2 + (Cj, - c.) C 0) . c,1 at Sdlgn .......... ç2 at cd edge distance c Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors"2 Nominal anchor Tensile' 4N Shear' 4)V Seismic shear4 4)V diameter lb (kN) lb (kN) lb (kN) 4,875 2,335 1,465 3/8 (21.7) (10.4) (6.5) 8,030 3,570 3,570 1/2 (35.7) (15.9) (15.9) 12,880 5,260 4,940 5/8 (57.3) (23.4) (22.0) 18,840 8,890 7,635 3/4 (83.8) (39.5) (34.0) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hilti KWIK Bolt 17 carbon steel anchors are to be considered ductile steel elements. 3 Tensile (PN = 4) A f as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with Ov.<4) 0.60 A.,v f,, as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4V <4) 0.60 Ca as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 2 Anchors not permitted in shaded area Case 2 .P S~Jn,2 I Case 1 P1________ 1 Concrete n4fl.l 1 Edge Table 5 - KWIK Bolt TZ carbon steel installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) Mm. member thickness in. 415 I (1 27) 416 I 68 1 5 618 I 618 I 8 (mm) (102) (102) (152) (152) I (203) (127) (152) (203) (152) (203) (203) in. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 cr,4n1 (mm) (64) (70) (60) (92) (83) (121) (105) Case 1 for in. 5 53/4 53/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (127) (146) (146) 1 JL (149) (267) (225) in. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 c,12 (mm) (92) (105) (89) JiL (108) (241) Case for In. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 (mm) (64) (70) (60) JL1 (76) 1 (127) 1 .J192). 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where c,,,,1 <C < will determine the permissible spacings. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 215 [] Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Table 6 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt TZ in uncracked concrete'-' Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .1. Toward factor in 3/8-in. KB-TZ CS in tension tension in shear' edge II To edge shear' uncracked concrete IAN fIN JAy fRy fRy IHV Effective in. 2 2 2 2 2 2 embed. hei (mm) (51) (51) 1 (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1,2 (64) 0.71 0.60 0.60 0.49 0.60 n/a 12 3 (76) 0.75 0.69 . 0.62 0.64 0.69 n/a g 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a 3-5/8 (92) 0.80 0.83 0.65 0.85 0.85 n/a E 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 CO 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 0.73 0.95 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.91 CO 11 (279) 0.95OL CO 12 (305) 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt TZ in cracked concrete 1,2 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .1. Toward factor in 3/8-in. KB-TZ CS in tension tension in shear3 edge II To edge shear4 cracked concrete -fAN fl. 11V f f f, fHV Effective in. 2 2 2 2 2 2 embed. h 1 (mm) (51) (51) 1 (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1,2 (64) 0.71 0.87 0.60 0.49 0.87 n/a 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a § 3-1,2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 3-5/8 (92) 0.80 1.00 0.65 0.86 1.00 n/a 4 (102) 0.83 0.67 1.00 0.82 4-1/2 (114) 0.88 0.69 1.00 0.87 5 (127) 0.92 0.71 0.91 35;E 5-1/2 (140) 0.96 0.73 0.96 ) 6 (152) 1.00 0.75 1.00 (178) _7 0.79 (203) - 0.83 (229) - 0.87 10 (254) 0.92 CO CL 11 (279) 0.96 1 12 (305) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, 1AV' assumes an influence of a nearby edge. If no edge exists, then JAy = f• 4 Concrete thickness reduction factor in shear, I NV' assumes an influence of a nearby edge. If no edge exists, then f Hv = 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 this section to calculate permissable edge distance, spacing and concrete thickness combinations. - ----- - -.- -.--==--- ----- __________ 216 Huh, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hulti (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2014 -. Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 8 - Load adjustment factors for 1/2-in, diameter carbon steel KWIK Bolt TZ in uncracked concrete"2 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness I toward edge II to edge 1/2-in. KB-TZ CS in tension factor in tension in shear3 factor in shear4 uncracked concrete fAN 'RN JAy IFS IFS______ I,,______ Effective in. 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 embed. h, (mm) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal in. 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 embed. h,., (mm) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) 2-3/8 (60) n/a 0.62 n/a 0.41 n/a 0.54 n/a 0.13 n/a 026 n/a n/a 2-12 (64) n/a :0.63 n/a 0.42 n/a 0.55 n/a 0.14 n/a 0.28 n/a n/a 2-3/4 (70) 0.73 ,0.64 0.51. 0.44 0.62 0.55, 0.51: 0.16 051 0.33: n/a n/a 3 (76) 075 065 055 046 063 055 055 019 0..55 037 n/a n/a 3-1/2 (89) 0.79: :0.68 0.64. 0.51 O.65: 0.56 -0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 -0.73 0.56 0.84 n/a .9 41/B (105) 084 -0.7V 075 057 068 057 075 030 075 057 085 n/a -ib E 4-1(2 (114) 0.88: -0.73 0.82 0.61 0.70 0.58 0.82 1 0.34 0.82 0.61 0.89 n/a 5 (127) 0.92. --0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a . 5-1/2 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a - . 5-3/4 (146) 0.98 1 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a 6 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 . 8 (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 9 (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.89 CL 12 (305) 1.00 0.72 0.93 0) 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 - >20 (508) 0.86 __ Table 9 - Load adjustment factors for 1/2-in, diameter carbon steel KWIK Bolt TZ in cracked concrete12 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness .L toward edge 11to edge 1/2-1n. KB-TZ CS in tension factor in tension in shear3 factor in shear' cracked concrete IAN I RN lAy fRy Effective in. 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 embed. h0, (mm) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal in. 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 embed. h (mm) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) 2-3/B (60) n/a 0.62 n/a 0.63 n/a 0.54 n/a 0.13 n/a 026 n/a n/a 2-1/2 (64) n/a 0.63 n/a - 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (70) 0.73 0.64. 0.93 -.0.68-. 0.62 0.55.. 0.62.,-016 0.93- 0.33 n/a n/a CD 3 (76) 0.75. 0.65 1.O0 0.71 0.63 0.55 0.71 019 1.00 0.38 n/a n/a 3-1/2 (89) 0.79 068 :-i.00- 0.79 0.65 0.56 -.0.89 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 - : 1.00 0.86 0.68- 0.57.. -1.00 0.29 100 0.58 0.84 n/a 4-1/B (105) 0.84 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 n/a - E 4-1/2 (114) 0.88 0.73 0.94 -0.70- 0.58 0.34 0.69 0.89 n/a 5 (127) 0.92 - 0.76 1.00 0.72 0.59 0.40 0.81 0.94 1 n/a . 5-1/2 (140) 0.96 0.78 0.74 0.60 0.47 0.93 0.98 1 n/a 5-3/4 (146) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a (152) - 1.00 0.81 0.76 0.61 0.53 1.00 0.66 _J17L 0.86 0.81 0.63 0.67 0.71 . (203) 0.91 0.85 0.65 0.82 0.76 (229) 0.96 0.90 0.66 0.98 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.90 CL 12 (305) 1.00 0.72 0.94 CI) 14 (356) 0.76 1.00 16 (406) 0.79 18 (457) 0.83 - >20 (508) 0.86 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. is To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then 'AV 'AN 4 Concrete thickness reduction factor in shear, JAy' assumes an influence of a nearby edge. If no edge exists, then 'NV = 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 this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltica I Anchor Fastening Technical Guide 2014 217 j335 S Mechanical Anchoring Systerns 3.3.5 KWIK Bolt TZ Expansion Anchor Table 10 - Load adjustment factors for 5/8-in, diameter carbon steel KWlK Bolt TZ In uncracked concrete"2 5/8-in. KB-TZ CS uncracked concrete Spacing factor in tension f. Edge distance factor in tension f RN Spacing factor in shear' IAV Edge distance in shear Conc. thickness factor in shear4 f,.e, I toward edge Ire, II to edge f ire Effective in. embed. h0, (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0A6 n/a 0.55 n/a 0.17 n/a 0.34 n/a n/a 3-1/2 (89) 0.69 0.65 n/a 0.48 0.57 0.56 n/a 0.19 n/a 0.38 n/a n/a a) 3-5/8 (92) 0.69 0.65 0.60 0.48 0.57 0.56 028 020 0.56 OAO . n/a n/a 4 (102) 0.71 0.67 0.64 0.51 0.58 0.56 0.32 0.23 - 0.64 0.47 n/a n/a 4-1/4 (108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 026 0.67 0.51 n/a n/a . 4-1/2 (114) 0.74 0.69 0.70 0.56 0.59 0.57 0.38 0.28 0.70 0.56 n/a n/a -mE 4.3/4 (121) 0.75 0.70, 0.73 0.58 0.59 0.58 0.42 0.30 1 0.73 0.58 n/a n/a 5 (127) 0.77 011 0.77 0.60 0.60 0.58 0.45 0.33 0.77 0.60 1 0.63 n/a . 5-1,2 (140) 0.79 0.73 0.85 0.64 0.61 0.59 0.52 0.38 0.85 0.64 0.66 n/a -- 5-7/8 (149) 0.81 0.74 0.90 0.67 0.62 0.59 0.57 0.42 0.90 0.67 0.68 n/a 6 (152) 0.82 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 6-1/8 (156) 0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 . 8 (203) 0.93 0.83 1.00 0.91 0.66 0.63 0.91 0.66 1.00 0.91 0.79 0.71 10 p54) 1.00 1 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.77 0.72 1.00 0.94 CL 16 (406) 0.81 0.75 1.00 (0 18 (457) NJ 0.7820 0.85 (508) 0.89 (559) 0.8222 0.93 0.85 - >24 (610) 0.97 1 0.88 Table 11 - Load adjustment factors for 5/8-in, diameter carbon steel KWll( Bolt TZ In cracked concrete"2 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness I toward edge II to edge 5/8-in. KB-TZ CS in tension factor in tension in shear' factor in shear4 cracked concrete fm In 1AV 1F31 fRy 'HV Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. h0, (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 embed. h (mm) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) 3 (76) n/a 0.63 rVa n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.66 n/a 0.55. n/a 0.17 n/a 0.35 n/a n/a 3.1/2 (89) . 0.69 - 0.65 n/a 0.69 0.57 0.56 - n/a 0.19 n/a 0.39 n/a n/a w 3.5/8(92) 0.69 0.65 0.83 0.71 0.57 0.56 0.28 0.20 0.56 0.41 n/a n/a 4(102) 0.71 0.67 0.89 0.75 .0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a g 4-1/4(108) 0.73 0.68 0.93 0.78 0.58 0.51 0.36 026 0.71 0.52 n/a n/a 4-1/2(114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a - E 4-3/4(121) 0.75 .0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 1 n/a n/a 5(127) 0.77 0.71 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a 5.1/2(140) .0.79 0.7$ .0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a 5.7/8 (149) 0.81 0.74 0.98 .062 0.59 0.58 0.42 0.84 0.68 n/a 6 ' 6(152) 0.82 0.75 -1.00 0.60 0.43 0.87 0.69 0.62 3 6.1/8 (156) 0.83 0.76 _______ 0.62 0.62 0.45 0.89 0.69 0.62 . 8 (203) 0.93 0.83 0.66 0.92 0.67 1.00 0.79 0.71 10 (254) 1.00 0.92 0.70 0.62E O.60 1.00 0.93 0.89 0.80 CD 12 (3 5) _______ 1.00 _______ 0.74 1.00 0.97 0.87 14 (356) ______ 0.78 1.00 0.94 a 16 (406) ______ 0.82 0.75 1.00 (1) 18 (457) 0.85 0.79 20 (508) 0.89 0.82 22 (559) 0.93 0.85 >24 (610) 0.97 0.88 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 conser v a t i v e . To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, I,,,, assumes an influence of a nearby edge. If no edge exists, then f Av = fANS is 4 Concrete thickness reduction factor in shear, f,e,, assumes an influence of a nearby edge. If no edge exists, then 1,,,, = 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 and figure 2 of this section to calculate pemiissable edge distance, spacing and concrete thickness combinations. 218 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 S 11111111 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 12 - Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ in uncracked concrete12 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness ± toward edge II to edge 3/4-in. KB-TZ CS in tension factor in tension in shear-3 factor in shear4 uncracked concrete 'AN 1RN 'AV fRy fRy "IV Effective in. 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 embed. h01 (mm) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h,. (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a n/a n/a 0.56 n/a n/a n/a n/a n/a n/a 4-1/8 (105) n/a 0.64 n/a 0.55. n/a 0.56 n/a 0.21 n/a 0.41 n/a n/a a, 4.1,2 (114) n/a 0.66 n/a 0.57 n/a 0.56 n/a 0.24 n/a 0.47 n/a n/a 4-3/4 (121) n/a 0.67 0.49 0.59 n/a 0.57. 0.35 0.26 0.49 0.51 n/a n/a 5 (127) 0.72 0.68: 0.51 0.610.59 0.57: ;0.38 0.28 0.51 - 0.55. n/a n/a g 5-1,2 (140) 0.74 0.69-..I-0.55• :0.65 •'.0.60;..0.58H0.43 -.0.32 '0.55 -0.64 n/a n/a -6 (152) '0.77-. -0.71, 0.60: --0.69: H 0.60 .-0.58. .0.49 :. 0.36 :0.60 0.69 : 0.65 n/a ' 7 (178) 0.81 0.75 0.70 .0.78 -0.62 :0.60 0.62 1 0.46. 0.70 0.78 0.70 n/a 7.3/4 (197) :0.84.. 0.77-. -- :0.78 0.86 0.63 0.61. 0.72 0.53 '0.78 0.86 0.73 n/a T 8 (203) 0.86. 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 8-7/8 (225) 0.89. 0.81 0.89 0.99 0.65 0.63 0.89 0.65 0.89 0.99 0.78 0.71 9-1,2 (241) 0.92 - 0.83 0.95 1.00 0.66 - 0.63 0.98 0.72 1 0.98 1.00 0.81 0.73 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 1 0.83 1 0.75 10-1,2 (267) 0.97 0.87 _______ _______ 0.68 0.65 _______ 0.84 _______ _______ 0.85 0.77 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 1 0.82 14 (356) _______ 0.99 _______ 0.74 0.70 0.99 1 0.89 16 (406) _______ 1.00 ______ _______ 0.78 0.73 1.00 0.95 18 (457) 0.81 0.75 ______ ______ 1.00 20 (508) 0.85 0.78 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 13- Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ in cracked concrete'2 3/4-in. KB-TZ CS cracked concrete Spacing factor in tension 'AN Edge distance factor in tension 'RN Spacing factor in shear3 Edge distance in shear Conc. thickness factor in shear4 IHV I toward edge fRy II to edge 1RV Effective in. embed. het (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) lAya 4-3/4 3-3/4 4-3/4 (121)(95) 3-3/4 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal fl. embed. h,,,,, (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) (110) 4-5/16 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (142) 4 (102) n/a 0.64- n/a n/a n/a n/a In n/a n/a n/a 4.1/8 (105) n/a 0.64 n/a 0.69 n/a 0.56- n/a 0.21 n/a 0.42 : n/a n/a 4.1/2 (114) n/a 0.66 n/a '-- 0.73. n/a -0.56 - n/a 0.24 n/a - 0.48: n/a n/a s 4-3/4 (121) n/a 0.67 -. 0.88. - 0.75 n/a 0.57 0.35 - 0.26 - -0.70 '0.52. (127) 0.72 :0.68 0.91 H 0.77. . - -0.59057;. 0.38 . 0.28-- 0.76 0.56 5-1/2(140) '.0.74..; 0.69. '0.98- O.83-. n/a 8 -0.60 -: 0.58H. -0.44- -0.32--- 0.87- :o. 0.77 -0,71 _.- :1.00- 0.88-. n/a6(152) 0.60-' n/aMn/a5 0.59. 0.50 __- 0.37 --1.00 0.73 7(178) 0.81_- 0.75 -1.00. 0.99 0.65 E 0.62 0.70 E) -0.60 .0.63 0.46 1.00 0.92 eW" 7.3/4(197) 0.84H 0.77 1.00 1.00 0.64 0.61 0.73 0.54 1.00 1.00 0.74 cc 8(203) -0.86 -0.78 1.00 0.64- -0.61 - 0.77 0.56 1.00 0.75 0.67 8.7/8(225) 0.89 0.81 1.00 0.65 0.63 0.90 0.66 1.00 0.79 0.71 ) 9-1/2 (241) 0.92 0.83 1.00 0.67 0.64 0.99 0.73 1.00 0.81 0.74 10(254) 0.94 0.85 0.67 0.64 1.00 0.79 0.84 0.75 . ' 10-1/2(267) 0.97 0.87 0.68 0.65 0.85 0.86 0.77 12(305) 1.00 0.92 0.71 0.67 1.00 0.92 0.83 tM 14 (356) _______ 0.99 _______ _______ 0.74 0.70 0.99 0.89 CO 16 (406) 1.00 0.78 0.73 _______ _______ 1.00 0.95 CL 18 (457) _______ _______ _______ _______ 0.81 0.76 1.00 20 (508) 0.85 0.78 22(559) 0.88 0.81 - >24(610) 0.92 1 0.84 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 Hilt! PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, lAy' assumes an influence of a nearby edge. If no edge exists, then lAy = f All - . 4 Concrete thickness reduction factor in shear, f,,, assumes an influence of a nearby edge. If no edge exists, then f,,. = 1.0. EJ If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. S S Huh, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I en español 1-800-879-5000 I HIM (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 219 [Mechanical Anchoring Systems uIuII1 3.3.5 KWIK Bolt TZ Expansion Anchor Table 14 - Hilt! KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure in uncracked concrete"'4 Tension -4N Shear -4V Nominal Effective Nominal anchor embed. embed. I = 2500 psi I = 3000 psi f' = 4000 psi I - 6000 psi f'c = 2500 psi I = 3000 psi f = 4000 psi IC = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 3/8 (51) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (8.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4-7/16 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (113) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 7,825 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) (119.9) Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure in cracked concrete' 23,4,5 Tension - Shear - Nominal Effective Nominal anchor embed. embed. IC = 2500 psi IC = 3000 psi f', = 4000 psi IC 6000 psi 1C = 2500 psi IC = 3000 psi IC 4000 psi IC = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.7.3 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 18 to 25 as necessary. Compare to the steel values in table 16. 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, Aa = 0.68; for all-lightweight, A = 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a., = 0.75. See section 3.1.7.4 for additional information on seismic applications. r 220 Hilti, Inc. (U 000 S) 1-800-879-8 I www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 [i: S S For a specific edge distance, the permitted spacing is calculated as follows: a C) (S11 - SI'2) (c - cm02) C 0 min2 + - c) CL U) Sd ,In.2 c,1g0 edge distance c Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 16 - Steel strength for Hilti KWIK Bolt TZ stainless steel anchors',' Nominal anchor Tensil& 4N Shear' (pV Seismic shear' (pV diameter lb (kN) lb (kN) lb (kN) 4,475 3,070 1,835 3/8 (19.9) (13.7) (8.2) 8,665 4,470 4,470 1/2 (38.5) (19.9) (19.9) 13,410 6,415 6,080 5/8 (59.7) (28.5) (27.0) 18,040 10,210 8,380 3/4 (80.2) (45.4) (37.3) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hilti KWIK Bolt 17 stainless steel anchors are to be considered ductile steel elements. 3 Tensile (pN = (p A., f as noted in AOl 318 Appendix D. 4 Shear values determined by static shear tests with (pV < (p 0.60 f as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with ipv. <(p 0.60 A v f as noted in ACl 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 3 Anchors not permitted in shaded area Case 2 S W141 jjcasei Smin Concrete hj Edge Table 17 - Stainless steel KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum h in. 2 2 3-1/4 3-1/8 4 3-3/4 I 4-3/4 embedment' (mm) (mm) (51) (51) (83) (79) (102) (95) (121) Mi member thickness h r,4n in. 45 1 I 416 I I 6 18 5 618 I 61 8 (mm) (102) I (127) (102) 1(152) (152) I (203) (127) (152) I (203) (152) I (2 3) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Case 1 (mm) (64) (73) (54) (83) (60) (108) (102) for in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) (216) in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 Case 2 cfl,12 (mm) (89) (114) (83) (105) (108) (241) (178) for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 (mm) (57) (73) (51) (70) (60) (127) J19 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where c 1 <c < cm521 will determine the permissible spacings. - ---. .-.--------.-- - .-. --- -- ------- -. - Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltica I Anchor Fastening Technical Guide 2014 221 Mechanical Anchoring Systems 3.35 KWIK Bolt TZ Expansion Anchor Table 18 - Load adjustment factors for 3/8-in, diameter stainless steel KWIK Bolt TZ in uncracked concretet Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor I toward factor in 3/8-in. KB-TZ SS in tension tension in shear' edge II to edge shear' uncracked concrete f. 1RN 'AV Ire Ire fW Effective in. 2 2 2 2 2 2 embed. het (mm) (51) (51) 1 (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-12 (64) 0.71 0.60 0.60 0.49 0.60 n/a g 3 (76) - 0.75 0.69 0.62 0.64 0.69 n/a 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 0.73 0.95 ) 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 .5 10 (254) 11 (279) 0.91 CL 0.95 12 (305) 1.00 Table 19 - Load Adjustment Factors for 3/8-in. Diameter Stainless Steel KWIK Bolt TZ in Cracked Concret&'2 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .1. toward factor in 3/8-in. KB-TZ SS in tension tension in shear' edge II to edge shear4 cracked concrete fAll fm fAl I I Effective in. 2 2 2 2 2 2 embed. hei (mm) (51) (51) 1 (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 071 0.87 0.60 0.49 0.87 n/a 3 (76) 0.75 - 1.00 0.62 0.65 1.00 n/a 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 4 (102) 0.83 0.67 1.00 0.82 4-1,2 (114) 0.88 . 0.69 0.87 - 5 (127) 0.92 0.71 0.91 5-1j2 (140) 0.96 0.73 0.96 6 (152) 1.00 0.75 1.00 _7 (178) 0.79 8(203) 0.83 9 (229) __________ __________ 0.87 10(254) 0.92 11(279) 1CL 0.96 12(305) 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 ACl 318 Appendix D. 3 Spacing factor reduction in shear, lAy' assumes an influence of a nearby edge. If no edge exists, then f = JAN 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 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. r L 222 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fasening Tecinical Guide 2014 FTL II1 IIIiTiii -ianical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 20 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ in uncracked concret&'2 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension f. Edge distance factor in tension fRN 1AV Spacing factor in shear' Edge distance in shear Conc. thickness factor in shear4 Jr. -L toward edge I II to edge IRV Effective in. embed. hei (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60. n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1/8 (54) n/a 0.61 n/a 0.39 n/a 0.54 n/a 011 n/a 0.22 n/a n/a 2-7)8 (73) 0.74 0.65 . 0.53 0.45. 0.63 0.55 0.53 1 0.17 0.53 0.35 n/a n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 1 0.55 0.19. 0.55 0.37 n/a n/a 3-1/4 (83) 0.77 0.67 0.59' 0.49 0.64 0.56 0.59 0.21 0.59 0.42 n/a n/a C 3-12 (89) 0.79 0.68, 0.64 0.51 0.85 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 4-1,2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a 5 (127) 0.92 0.76 0.91 0.67 0.72, 0.59 0.91 0.40 0.91 0.67 0.94 n/a . 5-1/4 (133) 0.94 0.77 0.95 0.70 0.73 0.60 0.95 0.43 0.95 0.70 0.96 n/a . .... 5-1/2 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a - (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 1.00 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 ' . t2 - 8 (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 - (229) 0.96 0.89 0.66 0.97 _______ 0.81 10 (254) 1.00 0.94 0.68 1.00 _______ ______ 0.85 11 (279) 0.98 0.70 0.89- 12 (305) 1.00 0.72 0.93 (I 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 >20 (508) 0.86 Table 21 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ in cracked concret&' Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness .t toward edge 11to edge 1/2-in. KB-TZ SS in tension factor in tension in shear' factor in shear4 cracked concrete 'AN I RN 'AV fRy Effective in. 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 embed, hei (mm) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal in. 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 embed. h m (mm) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1)8 (54) n/a 0.61 n/a 1 0.60. n/a 1 -0.54 n/a 1 0.11 n/a 0.22 n/a n/a 2-7)8 (73) 0.74 0.65. 0.97 0.70 060 0.55 0.47 0.18 7 0.94 0.35 n/a n/a 3 (76) 0.75 0.65 .1.00.:0.71 0.60 .0.55 0.50 - 0.19 1.00 0.38 n/a n/a 3-1/4 (83) 0.77 0.67 . 1.00 0.75 0.61 -0.56 0.56 0.21 1.00. 0.42 n/a n/a 3-12 (89) 0.79 0.68 1.00 . 0.79 - 0.62 0.56 0.63 0.24 1.00 0.47 n/a n/a 4 (102) . 0.83 0.71 1.00 0.86 0.64 0.57 0.77 029 1.00 0.58 0.75 n/a 4-1/2 (114) 0.88 0.73 1.00 0.94 '0.66 0.58 0.92 0.34 1.00 0.69 0.79 n/a 5 (127) 0.92 0.76 1.00 0.67 0.59 1.00 0.40 0.81 0.84 n/a . 5.1/4 (133) 0.94 0.77 0.68 0.60 0.43 0.87 0.86 n/a - .... 5-1)2 (140) 0.96 0.78 0.69 0.60 0.47 0.93 0.88 n/a 6 (152) 1.00 0.81 0.71 0.61 0.53 1.00 0.92 0.66 7 (178) 0.86 0.74 0.63 0.67 0.99 0.71 M 32 (203) 0.91 0.78 0.65 0.82 1.00 0.76 (229) 0.96 0.81 0.66 0.98 _______ 0.81 10 (254) 1.00 0.85 0.68 1.00 0.85 11 (279) _______ _______ _______ _______ 0.88 0.70 _______ _______ _______ 0.90 12(305) 0.92 0.72 0.94 C') 14(356) 0.99 0.76 1 1.00 16 (406) 1.00 0.79 18(457) 0.83 - >20(508) 1 0.86 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. is To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, I assumes an influence of a nearby edge. If no edge exists, then fv = IAN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then = 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 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 I www.us.hllti.com I en espanol 1800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 223 S Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Table 22 - Load adjustment factors for 5/8-in, diameter stainless steel KWIK Bolt TZ in uncracked concrete'2 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness I toward edge II to edge 5/8-in. KB-TZ SS in tension factor in tension in shear3 factor in shear4 uncracked concrete fm 'RN f,"f" __ Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. het (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 embed. h, (mm) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) - 2-3/8 (60) n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.21 n/a n/a 2-3/4 (70) 0.65 0.61 n/a 0.41 0.55 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0.63 Wa 0.43 0.56- 0.55 n/a 0.15 n/a 0.30 n/a n/a 3-1/4 (83) -0.67 0.64 0.51 0.45 0.56 0.55 - 0.24 0.17 0.47 Q.34 n/a n/a 3.1/2(89) 0.69 0.65 0.54 0.47 0.57 0.56 026 0.19 0.53 0.38 n/a n/a 4(102) 071 067 059 051 058 056 032 023 059 047 n/a n/a -p, E 4-1/2(114) 0.74 0.69 0.65 0.55 0.59 0.57 0.38 028 0.65 0.55 n/a n/a 5(127) 0.77 0.71 0.71 0.59 0.60 0.58 0.45 0.33 0.71 0.59 1 0.63 n/a . 5-1/2(140) 0.79 0.73 0.79 0.63 0.61 0.59 0.52 0.38 0.79 0.63 0.66 n/a . -. 6(152) 0.82 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.86 0.68 0.69 0.62 7(178) 0.87 0.79 1 1.00 0.79 1 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 8(203) 0.93 0.83 0.90 0.66 0.63 0.91 0.66 - 0.90 0.79 0.71 .5 110 (254) 1.00 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 - 0.74 0.69 1.00 0.97 0.87 14 (356) 0.77 0.72 1.00 0.94 .5 16(406) 0.81 0.75 1.00 CL 18(457) 0.85 0.78 1 U) 20(508) 0.89 22 _(559) 0.93 0.85 1 - >24(610) 0.97 0.88 1 Table 23 - Load adjustment factors for 5/8-in, diameter stainless steel KWIK Bolt TZ in cracked concret&' Spacing factor Edge distance Spacing factor Edge distanceinshear Conc. thickness -L toward edge II to edge 5/8-in. KB-TZ SS in tension factor in tension in shear' factor in shear4 cracked concrete f fRN lAy 11V fRy 1HV______ Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. h01 (mm) (79) (102)- (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 embed. h m (mm) (90) (113) (90) (113) (90) (113) (90) (113) 1 (90) (113) (90) (113) 2-3/8(60) n/a 0.60 n/a .0.57 n/a 0.54 n/a 011 n/a 022 n/a n/a 2-3/4(70) n/a 0.61 n/a 0.61 n/a 0.54 - n/a 0.13 n/a 0.27 n/a n/a 3(76) 0.66 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a .0.31 n/a n/a 067 064 077 056 055 024 3_1/4(83) 066 0_17 048 0_5 n/a n/a 3-1/2(89) 0.69 0.65 - 0.81 0.69 _' 0.57 0.56 0.27 0.19 0.53 0.39 n/a n/a 4(102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 --0.24 - 0.65 0.47 n/a n/a E 4.1/2 (114) -0.74 0.69 0.97 0.81 -0.59_- 0.57 0.39 028 0.78 0.56 n/a n/a 5(127) 0.77 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a . 5-1,2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 - (178) 0.87 0.79 0.64 0.61 0.75 0.55 1.00 0.74 0.67 (203) 0.93 0.83 0.66 0.63 0.92 0.67 0.79 0.71 .5 10 (254) 1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 1 0.87 14 (356) 0.78 0.72 1.00 0.94 .5 16 (406) 0.82 0.75 1.00 CL 18 (457) 0.85 0.79 (1) 20 (508) 0.89 0.82 22 (559) 0.93 0.85 >24 (610) 0.97 0.88 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 Appendix D. 3 Spacing factor reduction in shear, lAY' assumes an influence of a nearby edge. If no edge exists, then f,, = 4 Concrete thickness reduction factor in shear, assumes an influence of a nearby edge. If no edge exists, then 'w = 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 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. =3. 224 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I an espahol 1.800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 C S MO.-Mechanical Anchoring Systems , KWIK Bolt TZ Expansion Anchor 3.3.5 Table 24 - Load adjustment factors for 3/4-in, diameter stainless steel KWIK Bolt TZ in uncracked concrete12 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness .L toward edge II to edge 3/4-in. KB-TZ CS in tension factor in tension in shear' factor in shear4 uncracked concrete fAN ______ 'RN JAy 'MV Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. h01 (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h,., (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) - 4 (102) n/a 0.64 n/a 0.54 n/a 0.56 n/a 0.20 n/a ' 0.40 n/a n/a 4-1/4 (108) n/a 0.65: 0.46 0.56 n/a :0.56 0.29 0.22 0.46 '0.43 n/a n/a 4-1,2 (114) n/a : 0.66 .0.48 0.57'. n/a 0.56 . 0.32. 0.24 0.48: 0.47 n/a n/a g 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38: 0.28 0.51: 0.55 n/a n/a 5-1/2 (140) 0.74-': 0.69,055 065 060 058 0.43, 032 055 064 n/a n/a E 6 (152) 077 071 060 0.69,060 058 049 036 060 069 065 n/a 7 (178) 0.81: '0.75 0.70.. 0.78 0.62. 0.60 0.62. 0.46 0.70: 0.78 0.70 n/a 8 (203) 0.86 0.78 0.80. 0.89 1 '0.64 0.61. 0.76 0.56 0.80 0.89 0.75 .0.67 9 (229) 0.90 0.82 0.90 1.00 1 0.66 0.63 0.91. 0.67 0.91 1.00 0.79 1 0.71 ' 9-1,2 (241) 0.92 0.83 0.95 0.66 0.63 0.98 0.72 0.98 0.81 0.73 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 . 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 0.82 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 1.00 0.78 1 0.73 1.00 0.95 18 (457) 0.81 0.75 1.00 CO 20 (508) 1 0.85 0.78 Cl) 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 25- Load adjustment factors for 3/4-in, diameter stainless steel KWIK Bolt TZ in cracked concrete'2 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness .1. toward edge U to edge 3/4-in. KB-TZ SS in tension factor in tension in shear' factor in shear4 cracked concrete fm 'RN 'Ày fRy 'RV 1RV Effective in. 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 embed. hei (mm) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h,,,,, (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 0.68 n/a .0.56 n/a 0.20 . n/a .0.40 n/a n/a w 4-1/4 (108) n/a . _.0.65: '_0.81 .0.70 . n/a .056 1 . 0.21 . 0.22 0.42 0.44 n/a n/a 4-1,2 (114) n/a .'0.66:' . .:0.85 , 0.73 n/a ''0.56" :0.23.. .0.24 0A6 ' .0.48 n/a n/a 5 (127) 0.72'. ''0.66' :0.9i' 0.77,,'0.57 0.57...0.27,: :0.28 '0.54 0.56 n/a n/a .9 5-1/2 (140) 0.74 ' 0.98 ' 0.83. :0.58,. ."0.58 .0.31 0.32 '' 0.62:' . 0.64 n/a n/a -v, E 6 (152) 077 .0.69 071 1.00 088 058 059 035 037 071 073 058 n/a 7 (178) 081 075 100 099 060 060 044 046 0.89 ,092 062 n/a 8 (203) 0.86 0.78 1.00' 1.00 1, .'O.61' 0.61 ".0.54 0.56 1.00 1.00 0.67 0.67 . . 9 (229) 0.90 0.82 1.00 '. 0162 0.63 0.65 0.67 1.00 0.71 1 0.72 9.1,2 (241) 0.92 0.83 1.00 '.0.63 0.64 0.70 0.73 1.00 0.73 1 0.74 10 (254) 0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 . 12 (305) 1.00 0.92 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) 0.99 0.69 0.70 0.88 0.89 16 (406) 1.00 0.72 0.73 0.94 0.95 18 (457) 0.75 0.76 1.00 1.00 OL 20 (508) 0.78 0.78 CI) 22 (559) 0.81 0.81 - >24 (610) 0.83 0.84 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, lAy' assumes an influence of a nearby edge. If no edge exists, then I Ày IAN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f V = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. - Hilt, Inc. (US) 1-800-879-8000 I www.us.hiltl.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltica I Anchor Fastening Technical Guide 2014 225 S Mechanical Anchoring Systems — 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8 typical 1 0 -414 Pr- ft — 61 ISO — :•IIII •• U..- flute ----.. _________ ...&.•l. I • Figure 4 - Installation of KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - W Deck Minimum 5/8' typical . - • X, OWIRIPMF -0 *''. I flute II 226 Hifti, Inc. (US) 1-800-879-8000 1 www.us.hiltl.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltica I Anchor Fastening Technical Guide 2014 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 S Table 26 - Hilt! KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck' .21.4.5,6 Loadsaccording to Figure 4 Loads according to Figure 5 Nominal Effective Nominal Tension - Shear - V,, Tension - cpN Shear - ipVn f', = 3000 psi I' = 4000 psi f'c = 3000 psi I',, = 4000 psi I = 3000 psi 1 4000 psi I = 3000 psi j = 4000 psi anchor embed. embed. diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,340 1,545 1,385 1,385 1,200 1,385 1,850 1,850 3/8 (51) (6.0) (6.9) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2 2-3/8 1,340 1,545 1,950 1,950 1,210 1,395 1,680 1,680 (51) (6.0) (6.9) (8.7) (8.7) (5.4) (6.2) (7.5) (7.5) 1/2 3-1/4 3-5/8 2,400 2,770 3,215 3,215 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (14.3) (14.3) (9.8) (11.3) (11.4) (11.4) 3-1/8 3-9/16 1,835 2,120 2,990 2,990 2,640 3,050 3,060 3,060 (79) (90) (8.2) (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 5/8 4 4-7/16 4,260 4,920 3,925 3,925 n/a n/a n/a n/a (102) (113) (18.9) (21.9) (17.5) (17.5) Table 27 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck1''4'5'6'7 Loadsaccording to Figure 4 Loadsaccording to Figure 5 Nominal Effective Nominal Tension - Shear - 4V Tension - 4N Shear - IC = 3000 psi IC = 4000 psi IC = 3000 psi IC = 4000 psi IC = 3000 psi f' = 4000 psi f = 3000 psi IC = 4000 psi anchor embed. embed. diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 950 1,095 1,3858 1,3858 1,080 1,245 1,8508 1,8508 3/8 (51) (4.2) (4.9) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2 2-3/8 950 1,095 1,950 1,950 860 995 1,680 1,680 (51) (4.2) (4.9) (8.7) (8.7) (3.8) (4.4) (7.5) (7.5) 1/2 3-1/4 3-5/8 1,705 1,970 3,215 3,215 1,955 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (14.3) (14.3) (8.7) (10.0) (11.4) (11.4) 3-1/8 3-9/16 1,300 1,500 2,9908 2,9908 1,875 2,165 3,0608 3,060 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6) 5/8 4 4-7/16 3,020 3,485 3,9258 3,9258 n/a n/a n/a n/a (102) (113) (13.4) (15.5) (17.5) (17.5) I See section 3.1.7.3 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 (effective 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 to steel values in table 4 is not required. Values in tables 26 and 27 control. 7 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a 0.75. See section 3.1.7.4 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete- tabular values for seismic conditions: 3/8-inch diameter - = 0.63 5/8-inch diameter - OCIS = 0.94 ------.------..--- Hilti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en espaltol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 227 [Mechanical Anchoring Systems - 3.3.5 KWIK Bolt TZ Expansion Anchor linimum 0 gauge teel deck IIuI (ridge) Figure 6- Installation of the KWIK Bolt 12 on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 28 - Hilt! KWIK Bolt TZ carbon steel design strength in the top of uncracked concrete over metal deck1 '4 Tension - cpN Shear - - Nominal Effective Nominal anchor embed. embed. f'c = 3000 psi f = 4000 psi I = 3000 psi f' = 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,790 2,070 2,605 3,005 3/8 (51) (8.0) (92) (11.6) (13.4) 2 2-3/8 2,415 2,790 2,605 3,005 1/2 (51) (10.7) (12.4) (11.6) (13.4) Table 29 - Hilti KWIK Bolt 12 carbon steel design strength in the top of cracked concrete over metal deck'AI,4,5 Tension - Shear - qV Nominal Effective Nominal anchor embed. embed. I = 3000 psi I = 4000 psi I = 3000 psi I = 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,615 1,865 1,845 2,130 3/8 (51) (7.2) (8.3) (8.2) (9.5) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 (51) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 30 and 31 as necessary. Compare to the steel v a l u e s in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Aa as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a,, = 0.75. See section 3.1.7.4 for additional information on seismic applications. 228 Hiti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en español 1-800-879-5000 1 Hitti (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 n S Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 30 - Load adjustment factors for carbon steel KWIK Bolt TZ in the top of uncracked concrete over metal deck"2 3/8-in, and 1/2-in. Edge distance in shear KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness uncracked concrete in tension factor in tension in shear3 ± toward edge II to edge factor in shear4 over metal deck IAN I RN 'Ày 'RV I,______ Anchor in. 3/8 1/2 3/8 1/2 3/8 1/2 3/8 1/2 /8 1/2 3/8 1/2 diameter d (mm) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) 1 (12.7) Effective in. 2 2 2 2 2 2 2 2 2 2 2 2 embed. het (mm) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. h m (mm) (59) (60) 1 (59) (60) 1 (59) (60) (59) 1 (60) (59) 1 (60) (59) (60) 3 (76) n/a n/a 0.33 n/a n/a n/a 0.64 n/a 0.64 n/a n/a n/a 41 3-1/4 (83) n/a n/a 0.36 n/a n/a n/a 0.72 n/a 0.72 n/a 0.73 0.75 3-1,2 (89) n/a n/a 0.39 n/a n/a n/a 0.81 n/a 0.81 n/a 0.76 0.78 4 (102) 0.83 n/a 0.44 n/a 0.67 n/a 0.99 n/a 0.99 n/a 0.81 0.84 4-1,2 (114) 0.88 1 n/a 0.50 1 0.50 0.69 1 n/a 1.00 1.00 1.00 1.00 5 (127) 0.92 n/a 0.56 0.56 0.71 n/a 7 5-1,2 (140) 0.96 n/a n/ats 0.61 0.61 0.73 6 (152) 1.00 0.67 0.67 n/a 0.75 n/a 13 6-1/2 (165) 1.00 0.72 0.72 0.77 0.78 7 (178) 0.78 0.78 0.79 0.81 (203) 0.89 0.89 1 0.83 0.85 - (229) 1.00 1.00 0.87 0.89 10 (254) _______ 0.91 0.94 a 11 (279) 0.95 0.98 12 (305) 1.00 1.00 Table 31 - Load adjustment factors for carbon steel KWIK Bolt TZ in the top of cracked concrete over metal deck"2 3/8-in, and 1/2-in. Edge distance in shear KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness cracked concrete in tension factor in tension in shear3 .L toward edge 11to edge factor in shear4 over metal deck 'AN lAy 'RV 'RV 'HV Anchor in. 3/8 1,2 3/8 1/2 3/8 1/2 3/8 1/2 /8 1/2 3/8 1/2 diameter d. (mm) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) Effective in. 2 2 2 2 2 2 2 2 2 2 2 2 embed. hei (mm) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. hnom (mm) (59) (60) (59) (60) 1 (59) (60) (59) 1 (60) (59) 1 (60) (59) 1 (60) 3 (76) n/a n/a 1.00 n/a n/a n/a 0.65 n/a 1.00 1 n/a n/a n/a 3-1/4 (83) n/a n/a n/a n/a rVa 0.73 n/a n/a 0.74 0.76 3-1/2 (89) n/a n/a n/a n/a n/a 0.82 n/a n/a 0.76 0.79 4 (102) 0.83 n/a n/a 0.67 n/a 1.00 n/a n/a 0.82 0.84 4-1,'2 (114) 0.88 n/a 1.00 0.69 1 n/a 1.00 1.00 5 (127) 0.92 n/a 0.71 1 n/a 7 5-1/2 (140) 0.96 n/a 0.73 n/a 6 (152) 1.00 n/a 0.75 n/a 6-1,2 (165) 1.00 0.77 0.79 7 (178) 0.79 0.81 _8(203) 0.83 0.85 9 (229) 0.87 0.90 10 (254) 0.92 0.94 CL 11 (279) 0.96 1 0.98 12 (305) 1.00 1 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, fAV' assumes an influence of a nearby edge. If no edge exists, then f,,, = IAN 4 Concrete thickness reduction factor in shear, f,,, assumes an influence of a nearby edge. If no edge exists, then = 1.0. - For concrete thickness greater than or equal to 4-inches, the anchor can be designed using either table 2 or table 3 of this section. Hilti, Inc. (US) 1.800-879-8000 1 www.us.hllti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 I www.hllti.ca I Anchor Fastening Technical Guide 2014 229 Length Threaded length KB-TZ SS316 3/8x3 3 7/8 KB-TZSS3163/8x33/4 - 3.3/4 158 -- - - 5 2-7/8 - KB-TZ SS3161,2x3-3/4 - 3.3/4 KB-TZ SS316 1/2x4-1/2 4-1,2 2-3/8 KB-TZ SS316 51/2.. 3.3/8 7 4-?/8 -P44 2 KB-TZ SS316 5/84 6 - 2-3/4 KB-TZ SS3i63/4x5-1,2 10 - 6-3/4 51/2 _.t-1/? 8 -- 4 - KB TZ 3/ KB-TZ SS3163/4x10 1 All dimensions in inches KB-TZ 3/84 KB-TZ SS304 3/84 ITZ3/8x33/4 - KB TZSS3O4 3/8x3 3/4 KB-TZ 3/8x5 KB-TZ SS304 3/8x5 {KB121j2x33/4 KB1ZSS3041/2x33/4 KB-TZ 1/2x4-1/2 KB-TZ SS304 1/2x4-1/2 1K6 TZ1/2x5 112 KB IZSO 1/2x5 1/2 KB-TZ 1/2x7 KB-TZ SS304 1/2x7 rsa KB-TZ 5/8x6 KB-TZ SS304 5/8x6 I KBTZ5/8x81/2 K13-TZ SS304 5/8x81/2 KB-TZ 5/8x10 KB-TZ SS304 5/8x10 [KB TZ3/4x51/2 K13TZSS304 3/4x5-14? KB-TZ 3/4x8 KB-TZ SS304 3/4x8 Box quantity 50 50 50 20 20 20 20 15 15 15 15 10' 10 10 - Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also b e v i e w e d o r d o w n l o a d e d o n l i n e at www.us.hilti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is a v a i l a b l e o n r e q u e s t . C o n t a c t Hilti Technical Services for applications and conditions not addressed in the IFU. 3.355 Ordering information'. - S Table 32 - KWIK Bolt TZ length identification system Length ID marking on A B C D E F G H I J K L M N 0 P Q R S I U V W bolt head Length From 114 2 214 3 314 4 414 5 514 6 6Y2 7 714 8 8Y 9 9V 10 1 11 12 13 14 15 Of anchor, Up to 'butnot 2 214 3 3'! 4 41 5 5'4 6 614 7 7 8 8'4 9 94 10 11 12 13 14 15 16 in. including including Figure 7 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment . -.--..-- -.-... 230 Hitti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I an español 1-800-879-5000 1 Huh (Canada) Corp 1-800-363-4458 1 www.h Iti.ca I Anchor Fastening Technical Guide 2014