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5759 FLEET ST; ; FPC2018-0195; Permit
PERMIT REPORT 4ity of Carlsbad Print Date: 02/17/2022 Permit No: FPC2018-0195 Job Address: 5759 FLEET ST, CARLSBAD, CA 92008-4710 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2110222500 Track #: Valuation: $73,592.65 Lot #: Occupancy Group: Project It: #of Dwelling Units: Plan It: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check It: Plan Check It: Fire Sprinklers Applied: 06/27/2018 Issued: 07/19/2018 Finaled Close Out: 02/19/2021 Inspector: Final Inspection: Project Title: Description: DRAWBRIDGE REALTY (DRT) LOBBY RENOVATIONS -SPRINKLER TI (43 HEADS) Applicant: FPContractor: COSCO FIRE PROTECTION COSCO FIRE PROTECTION INC MATE JORGENSEN 1075W LAMBERT RD 4990 GREENCRAIG LN BREA, CA 92821-2944 SAN DIEGO, CA 92123-1673 (858) 444-2000 (858) 444-2000 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov 1'C2.L8 -0 . *too* .00000:: I cosco so Fire Protection San Diego Branch Office 4990 Greencraig Lane San Diego, CA 92123 (858) 444-2000 fax: 444-2056 CA Lic.: C-16 #577621 wwwcoscofire.coin MATERIAL SUBMITTAL Date: 6-1-18 DRT Lobby Renovations S 5759 Fleet Street Carlsbad, CA 92008 JOB # 10.CD_5851 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted by: Matt Jorgensen Los Angeles • San Francisco • Orange 0 Fresno • San Diego • Seattle tqco Fire Protection Products Worldwide Contacts www.tyco-fire.com I • Series TY-B, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description The TYCO Series TV-B, 5.6 K-factor, Upright (TY315) and Pendent (TY325) Sprinklers described in this data sheet are standard response, standard cov- erage, decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, com- mercial occupancies such as banks, hotels, shopping malls, factories, refin- eries, and chemical plants. The recessed version of the Series TY-B Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TV-B Sprinklers are described in Tech- nical Data Sheet TFP352. Sprinkler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 IrOTM The Series TV-B Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers (SINs) Upright 5.61K, 1/2" NPT Pendent 5.61K, Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)" The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. )UL). Discharge Coefficient K = 5.6 GPM/psi/2 (80,6 LPM/bar") Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly . . . Stainless Steel w/TEFLON Bulb ...............................Glass Compression Screw .................Bronze Deflector ..........................Bronze JULY 2017 Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TV-B, 5.6 K-factor, Upright (TY315) and Pendent (TY325) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Loss Preven- tion Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. TFPI52 WF Fl 2-7/8" (73,0 mm) DIA. TFPI52 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16" (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON CROSS SECTION \ 1 7/16" (11,1 mm) NOMINAL MAKE-IN cI72" (50,8 mm) 1/2" NPT** UPRIGHT JAJ (50,8 mm) 1 3/8 (34 9 mm) DEFLECTOR * PENDENT RECESSED PENDENT FIGURE 1 SERIES TV-B UPRIGHT (TY315) AND PENDENT (TV325) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE Installation The TYCO Series TV-B, 5.6 K-factor, Upright (TY315) and Pendent (TY325) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the escutch- eon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TV-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TV-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft -lbs. (9,5 to 19,0 Nm). Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 15 or Style 20 Closure over the Series TV-B Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. / WRENCH RECESS /(USE ONLY FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI52 Page 3 of 4 Care and Maintenance The TYCO Series TY-B, 5.6 K-factor, Upright (TY315) and Pendent (TY325) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing afire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) Thereafter, annual inspections per NFPA 25 are required; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-B Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Standard Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table B) Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify") finish, P/N (specify") Specify: Style 20 Recessed Escutch- eon with (specify") finish, P/N (specify") * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 2-7/8 DIA. (73,0 mm) - 2-1/4 DIA. FACE OF (57,2 mm) SPRINKLER FITTING \ —I FLUSH 3/8±5/16 (9,5±7,9 mm) 5/8 (15,9 mm) I It- MOUNTING 1/8" J SURFACE (32 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TYB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH TWO-PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER - 2-1/4" DIA. FITTING (57,2 mm) 5/16±1/4" / (7,9±6,4 mm) 1/2 (12,7 mm) FLUSH Tt MOUNTING / j I SURFACE// \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-B PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 10 TFPI52 Page 4 of 4 K SPRINKLER TYPE TEMPERATURE RATING BULB LIQUID COLOR SPRINKLER FINISH (7) NATURAL BRASS I CHROME PLATED I POLYESTER** 135°F (57°C) Orange UPRIGHT (TY315) 155°F(68°C) Red 175°F (79°C) Yellow 5.6 and PENDENT (TY325) Figure 1 1, 2, 3, 4, 5, 6, 200°F (93°C) Green 286-F (141-C) Blue 360°F (182°C) Mauve 1/2" NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (TY325)* 1, 2, 3, 4, 175°F (79°C) Yellow 200°F (93°C) Green Figures 4 and 5 286-F (141-C) Blue 1,2 Notes: Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Approved by FM Global (FM Approvals) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03( VdS Approved (For details contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05) Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 15 (1/2NPT) 5/8-Total Adjustment Recessed Escutcheon, as applicable Frame and deflector only N/A - Not Applicable TABLE A SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS PIN* 77 XXXX SIN X)(X SPRINKLER TEMPERATURE I FINISH RATINGS * Use suffix "I" for ISO 7-1 connection; for example, 77-570-4-175-I ** Eastern Hemisphere sales only OPEN indicates sprinkler assembly without Glass Bulb, Button, and Sealing Assembly 135 135°F(57°C) 155 155°F(68°C) 175 175-F (79-C) 200 200°F (93°C) 286 286°F(141°C) 360 360-F (182-C) 000 OPEN*** 570 1 5.6K UPRIGHT (1/2" NPT) I TY315 571 I 5.6K PENDENT (1/2NPT) I TY325 1 I NATURAL BRASS PURE WHITE (RAL9010)°° I POLYESTER I SIGNAL WHITE (RAL9003) I POLYESTER I JET BLACK (RAL9005) POLYSTER I 9 I CHROME PLATED TABLE B SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. TEFLON is a registered trademark of DuPont tqco Fire Protection Products ca Worldwide i Fire Protection Contacts www.tyco-fire.com tq Products Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet 1FP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 IrSTM The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313 .....Upright 5.6K, 1/2" NPT Pendent 5.6K, 1/2" NPT Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/ps1½ (80,6 LPM/bar½) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly . . . Stainless Steel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ..........................Bronze JULY 2017 ,f C.' Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. TFPI72 n TFPI72 Page 2 of 4 0 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector* * Temperature rating is ** Pipe thread connections per ISO 7-1 indicated on Deflector, can be provided on special request. ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE-IN STYLE 150r20 RECESSED ESCUTCHEON * 6 _7 /16" t ________ 2 : (11,1mm) MAKE-IN (50,8 mm) ______ NOMINAL I 13/8 2 I __________ (34,9 mm) (50,8 mm) ________ WF 14 _________ P 1/2 NPT** DEFLECTOR * 2-7/8 (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TV323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprinkler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and finishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. / WRENCH RECESS / (USE ONLY FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 0 Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (1Y323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 2-7/8 DIA. (73,0 mm) 2-1/4 DIA. FACE OF - (57,2 mm) 5/8 (15,9 mm) SPRINKLER \ FITTING \ ___ 3/8±5/16 (9,5±7,9 mm) / L 7 FLUSH MOUNTING /1/8 ] SURFACE / // _\__(3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-FRB PLATE 3/4 (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON - 2-7/8 DIA. (73,0 mm) FACE OF SPRINKLER - 2-1/4 DIA. FITTING (57,2 mm) 5/16±1/4 \ 1/2 (12,7 mm) (7,9±6,4 mm) FLUSH /#(3,72'nmm) MOUNTING SURFACE CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TYFRB PLATE 7/8 (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON O P/N* 77_-X(X- SIN 370 5.6K UPRIGHT (1/2NPT) 1Y313 371 5.6K PENDENT (1/2" NPT) TY323 Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-I TFPI72 Page 4 of 4 SPRINKLER FINISH (See Note 7) K TEMPERATUREFACTOR BULB LIQUID COLOR NATURALTCHROMEPOLYESTERCTYPE BRASS TED I 135°F (57°C) Orange UPRIGHT (TY313) 155°F (68°C) Red 175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6 5.6 1/2" NPT PEN DENT (TY323) 200°F (93°C) Green 286°F (141°C) Blue ________________ 135°F (57°C) Orange RECESSED PENDENT (TY313) Figures 4a and 5b 1,2, 3,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green Notes: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact TYCO Fire Protective Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 15 (1/2" NPT) 5/8" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS fl C -XXX —11 SPRINKLER TEMPERATURE FINISH I I RATINGS 1 I NATURAL BRASS PURE WHITE (RAL9010)°° POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED 135 135°F(57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286-F (141-C) ** Eastern Hemisphere sales only TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. TEFLON is a registered trademark of DuPont tqco Fire Protection Products C i(P7 ~~174AmmmndLVAw '7eAVS1 7kA 1 Ar /a Schedule-10/Schedule-40 - ABF11 0 Fully Listed and FM Approved Sprinkler Pipe When you specify Allied Schedule-1 O/Schedule-40 - ABFII sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - ABFII gives you the extra quality assurance you demand. Our Sch-10 (11/4"- 8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. > Galvanized Pipe Schedule-10/Schedule-40 -ABFII product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. > Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII". In scientific laboratory tests, ABFll proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MlC) upon installation and the first 25 flushes of the fire sprinkler system.* > American Made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. ) Specifications & Approvals Schedule-10/Schedule-40 -ABFll pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * oo APII ,,,,r*,,t,, Sc h-40 NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn - 1.049 1.680 2.05 1 25 26.6 2.5 3.05 - 1 1/4 1.380 2.270 2.93 1 32 35.1 4.36 4.36 - 11/2 2.720 3.61 1 40 40.9 4.0 5.37 - 2.067 3.650 5.13 1 50 52.5 5.4 7.63 - 21/2" 2.469 5.790 7.86 1 65 62.7 8.6 11.73 - 1 I[I]I. NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/m - 11/4 1.810 2.525 7.0955 32 36.6 2.7 3.75 - 11/2 2.080 3.04 5.6570 40 42.7 3.1 4.52 - 2.157 2.640 4.22 4.5827 50 54.8 3.9 6.28 - 21/2" 2.635 3.530 5.89 3.5196 65 66.9 - 5.3 8.77 - 3.260 4.330 7.94 2.5550 75 82.8 6.4 11.82 - 4.260 5.610 11.78 1.6020 100 108.2 8.3 17.53 - 5.295 7.77 - 17.33 1.4874 125 134.5 11.56 25.80 - 6.357 9.290 23.03 1.0251 150 161.5 13.8 34.27 - 8" 8.249 16.490 40.15 1.8365 200 209.5 24.5 59.75 - APPROVE- Customer Service (800) 882-5543 Fax: (800) 659-7730 vvww.alliedtube-sprinkler.com (v4 illiei • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT' Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 02011 Atkore International, Inc. All Rights Reserved. STP-S5-3-1 105 CASTIIRONtellDEGREE ELBOW NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. DIM81SIONS WEIGHT A - B EACH PIECE 1 CB90033 300 1.50 1.50 0.95 1114 CB90044 300 1.75 1.75 1.34 11/2 CB90055 300 1.94 1.94 1 1.80 2 CB90066 300 2.25 2.25 2.90 2112 CB90077 300 2.70 2.70 4.75 CAST IIRON IRED. COUPLING NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIM1SION WEIGHT EACH PIECE A 1X112 CRC031 300 1.70 0.62 1X3/4 CRC032 300 1.70 0.80 CAST IRON ;i [e: TEE I NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. DIM ENSIONS WEIGHT' EACH PIECE A I B 1 CT333 300 1.50 1.50 1.21 11/4 CT444 300 1.75 1.75 1.87 11/2 CT555 300 1.94 1.94 2.51 2 CT666 300 2.25 2.25 3.96 21/2 C1777 300 2.70 2.70 6.45 CAST IIRON 45 DEGREE ELBOW I NOMINAL SIZE (INCH) ITEM CODE ' MAX. IDIM WORKING P.S.I. IONS I WEIGHT I EACH PIECE A B 1 CB45033 300 1.12 1.12 0.84 11/4 CB45044 300 1.29 1.29 1.40 11/2 1 CB450551 300 1 1.43 1.43 1.80 2 1 CB450661 300 1 1.68 1 1.68 2.79 C.I. THREADED FITTINGS FITTINGS D A Divivion of Star Po Prod,otv LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CAST IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 300 PSI SERVICE. GRAY IRON PER ASTM A126 CLASS B. DIMEN- SIONS CONFORM TO ANSI B16.4 CLASS 125 EXCEPT PLUGS CONFORM TO ASME B16.14. THREADS ARE NPT PER ANSI/ASME B1.20.1. A-A CAST IRON RED. 90 DEG. ELBOW NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT EACH PIECE A B 1X1/2 CB90031 300 1.26 1.36 0.64 1X3/4 CB90032 300 1.37 1.45 0.87 1 1/4X1/2 CB90041 300 1.34 1.53 1 0.96 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1 1/2X1 CB90053 300 1.65 1.80 1.51 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 2X1/2 CB90061 300 1.49 1.88 2.00 2X3/4 CB90062 300 1.60 1.97 2.05 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB900651 300 2.02 2.16 i 2.60 Page 38 9 il CAST IRON PLUGS I NOMINAL SIZE (INCH) ITEM ' CODE MAX. WORKING P.S.I. IDIMENSION WEIGHT' EACH PIECE A 1/2 CPL001 300 0.94 0.10 3/4 CPL002 300 1.07 0.17 1 CPL003 1 300 1 1.25 1 0.28 11/4 CPL004 300 1.36 0.44 11/2 CPL005 300 1.45 1 0.62 2 CPL006 300 1.56 0.91 A -'+- A CASTIIRONIREDUCING TI NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. ' DIMB4SIONS I;EAH A B C 1X1X1/2 CT331 300 1.36 1 1.26 1.26 X1X3/4 CT332 300 1.45 1X1/2X1 1.37 1.37 CT313 300 1.50 1.36 1.50 .08 1 X3/4X1 CT323 300 1.50 1.45 1.50 1.18 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1X1X1 1/2 CT335 300 1.80 1.80 1.65 1.73 1 1/4X1 X1/2 CT431 300 1.34 1.26 1.53 1.17 1 1/4X1X314 CT432 300 1.45 1.37 1.62 1.38 1 1/4X1 X1 CT433 300 1.58 1.50 1.57 1.47 1 1/4X1 Xl 1/4 300 1.75 1.67 1.75 1.80 1 1/4X1 X1 1/2 300 1.88 1.80 1.82 2.05 1 1/4X1 1/4X1/2 300 1.34 1.34 1.53 1.37 1 1/4X1 1/4X314 ICT4461 300 1.45 1.45 1.62 1.54 1 114X1 1/4X1 300 1.58 1.58 1.67 1.65 1 1/4X1 1/4X1 1/2 300 1.88 1.88 1.82 2.21 1 1/4X1 1/4X2 300 2.10 2.10 1.90 2.55 1 172X1X1/2 CT531 300 1.41 1.34 1.66 1.41 1 1/2X1X3/4 CT532 300 1.52 1.37 1.75 1.65 1 1/2X1X1 CT533 300 1.65 1.50 1.80 -T15-- 1 1/2X1RPM- CT534 300 1.82 1.67 1.88 2.00 1 1/2X1X1 1/2 CT535 300 1.94 1.80 1.94 2.30 1 1/2X1 1/4X1/2 CT541 --3U67--1.41 1.34 1.66 1.58 1 1/2X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 112X1 1/4X1 0T543 300 1.65 1.58 1.80 1.85 1 1/2x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22- 1 1/2x1 1/41 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1 X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 I CT667 1 300 2.60 2.60 1 2.39 1 5.10 S C.I. THREADED FITTINGS. FITTINGS (q * <*> 10 LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CAST IRON CROSS NOMINAL SIZE (INCH) ITEM CODE WORKING P.S.I. WEIGHTI EACH PIECE I MAX. 'DIMB1SIJ B A 1 CX033 300 1.50 1.50 1.54 11/4 CX044 300 1.75 1.75 2.40 11/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 202 2.75 Page 39 Mechanical-I® STYLES 920 AND 920N S Victaulic MechanicalT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. i ' STYLE 920 CROSS PATENTED STYLES 920 AND 920N MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. 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. JOB/OWNER CONTRACTOR ENGINEER System No, Submitted By Spec Sect Para Location Approved Date www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K htauiicr 11.02_i DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15 mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Dimensions 2 ½ Ia) a X 500 1.50 200 1 2.53 I - 1.61 5.35 275 3.1 - 50 15 3450 381 51 64 41 136 70 1.5 3/~ (a) a 500 1.50 197 2.53 161 5.35 2,75 3.1 20 3450 38.1 - 50 -- -- 64 - -+- - 41 136 70 - t- --t - --- - 1 5 - 500 3450 1.50 38.1 - 1(a) a 25 1.85 47 - 2.53 64 - 161 5.35 2,75 - 41 136 70 - I- 30 1.4 - - 1:¼ (a) to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 300 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 - 4. -- 4 1.7 . 1.5 . I - 1½ (a) to 920N 500 1.75 2.03 2.75 3.12 161 5.35 325 3.6 3.2 40 3450445 500 1.50 2.21 52470] 2.74 41136 83 91.82 564 2.75 1.7 1.5 3.0 2½ ½ (a) §a x 65 920N 3450 38.1 56 70 - 46 143__I 70 1.4 I - -- - -. -. 500 2.74 Y4 (a) §0 1.50 2.18 1.82 564 2.75 3.0 I 20 3450 38.1 55 70 - I 46 143 70 - 1.4 I 1(a) §a 500 1.50 2.06 274 I 1.82 5.64 2.75 2.9 25 3450 38.1 52 70 - I 46 143 70 1.4 11/4 t (a) a 500 1.75 2.30 3.00 I 3.25 1.82 6.29 1 3.00 3.5 3.2 32 3450 44.5 - 58 --- 76 t --1---- I 83 o 46 160 '4---- ) 3.25 . 1.82 6.26 1 76 1.7 1.5 -. - - 1½ t (a) a 500 2.00 2.28 3.00 3.25 3.6 3.3 40 3450 300 2065 - --.--. 50.8 1.50 38.1 -.±-.--- 58 I 2.22 I 56 76 2.75 70 I 83 46 159 + - , 225 6.46 - . 57 164 83 3.18 81 1.7 3.9 1.8 1.6 - ½ (a) 76.1 x 15 _ ~ (a) 20 920N 300 206538.1 .. 1.50 t 2.19 56j70 + - - --+ +.. 2.25 6.46 I -. I 3.18 -.....- 3.9 l 2.75 300 2065 1(a) 25 920N 1,50 2.07 2.75 - 2.25 6.46 3.18 3.8 - 1 ¼ (a) a 32 920N 500 3450 38.1 1.75 53 2.30 70 3.00 _57 + 164 3.31 1.92 6.29 81 3.00 1 1.7 3.5 3.2 ___ 1 ½ (a) a • ___ 44.5 --- 58 ---h--- 76 84 49 160 -- '4 +-.- 76 1.6 3.5 1.5 I 3.3 500 2.00 2.28 3.00 3.31 . 1,92 . 6.29 3.25 40 920¼ 3450 500 50.8 1.50 58 76 84 49 160 2.52 3.05 2.28 6.15 83 2.75 1.6 3.4 1.5 3 1/2 (a) a x 920N 80 15 3450 38.1 6478 Ti L 58 156 70 1.6 500 2.75 '/4 (a) a 920N 1.50 2.49 3.05 2.28 6.15 3.4 20 1(a) 3450 38.1 1.50 63 78 i,58 2.38 3.06 I 2.28 6.15 _70 I 2.75 1.6 500 25 920N - 3450 38 78 58 156 70 3.3 1.6 920N 500 1.75 3.00 3.8 3.7 1 1/4 (a) to 2.55 3.25 3.56 2.28 6.15 32(b) 3450 44.5 65 83 90 ' 58 156 76 1.8 1.8 3.25 4.1 3.8 11/2 (a) to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 40(b) - -•, 3450 ,.--- 50.8 _-- 71 I 89 90 ' 58 156 I • - t - 83 1.9 I 1.8 3.88 2 (a) a 920N 500 2.50 2.75 3.50 I 3.56 f 2.28 6.75 4.9 4.6 50 920N 3450 500 63.5 2.50 70 89 J, 90 58 j 172 3.00 3.75 2.44 6.72 99 2.3 2.1 3.8 31/2 2 3.88 90 50 - 3450 63.5 76 95 62 171 99 - I 1.8 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. 11.022 \4taulicr REV_K DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15 mm through 8 x 4/200 x 100 mm I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N U Style Max. Work Size No. 6~ Dimensions Appr x. Weight Each FTJ f$ at, TABLE CONTINUED FROM PAGE 2 1h (a) u 920N I 500 1.50 303 359 269 7.01 2.75 3.7 100 3450 38.1 77 90 68 17870 1.8 'A (a) U 920N I 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 20 38.1 76 90 - 68 ,j i_j, - 70 1.8 500 1.50 2.88 3.56 2.69 7.01 1(a) a 920N 2.75 3.6 25 3450 38.1 .-- 73 --- 90 - 68 178 - 70 1.8 -- t - 500 3450 .-- 3.78 96 .-._ 4.00 102 114 (a) to 32(b) 920N 1.75 44.5 3.08 78 2.69 7.01 68 178 3.00 4.0 3.6 76 1.9 1.8 500 2.00 3.28 4.00 4.00 2.69 7.01 11/2 (a) to 92 ON 3.25 4.2 3.9 40(b) 3450 50.8 83 102 102 68 178 83 2.0 1.9 2 (a) ' 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 - 635 3 .12 J L)Z . 2.75 2.88 4.00 4.00 2.69 2½ (a) t 920 500 7.34 4.63 5.8 5.0 65 3450 69.9 73 102 102 68 186 .i-----+--_ 118 2,6 1 2.3 t -_- .t-' I I 4.63 6.4 4.00 2.69 76.1 mm 920 500 2.75 2.88 7.34 3450 69.9 73 - 102 68 186 - j8 .. 2.9 500 3450 3.50 88 4.50 fl4 3 (a) t 80 92 3.31 84 4.12 105 2.69 68 7.73 ~ 5.12 8.4 6.4 43 29 4 13 1080 1/4 (a)a 920N 500 1.75 3.08 3.78 - 2.63 I 7.64 3.05 5.0 - 32 3450 44.5 78 96 67 194 78 2.3 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 1 14 (a)o 920N 40 3450 50.8 83 102 - 67 194 83 - 2.3 2 (a) 3.25 4.00 2.63 7,64 4,00 4,0 920N 500 2.50 50 - 3450 - 63.5 83 102 67 194 l 10~ 4 7 61 mm 920 500 2.75 2.88 4.00 102 4.00 ,2L 2.63 7.64 ti 4.29 8.0 7.8 4,50 4.50 3(a) 920 500 3.50 3.31 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 X 11/2 )a) t 920 500 2.00 4,03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 [ 94 3.4 3.4 2(a) t 920 500 2.50 4,00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 3.63 4.75 4.75 3.16 9.70 4.63 8.3 I 7.9 2½ (a) t 500 2.75 65 920 3450 9.9 92 _. 1?! J?J. 9 1.246 _L1184 31 500 3450 761 mm a 920 2.75 69.9 3.75 95 - 4.75 121 3.16 80 9.70 246 4.63 - 118 8.0 3.6 (a) t 920 500 3.50 3,81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 2 133.0 x o 920N 500 3450 2.50 63.5 3.75 95 4.50 114 - 3.17 81 8.00 203 3.88 99 8.0 3.6 - 92 0 500 3.50 3.81 5.00 3.00 9,46 5.31 8.0 80 3450 88.9 97 127 - 76 240 135 3.6 - TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vlc'rAuLlc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAUUC COMPANY. ALL RIGHTS RESERVED. REV_K 4tauiicr 11.02_3 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N S DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15 mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Size am Style Max.Work~ Appr x. No. ~Pressure@ Dimensions Weight Each fi £ A j . sis TABLE CONTINUED FROM PAGE 3 11/2 t 139.7 x 40 2 t 50 920N 920N 920 N 500 3450 500 3450 500 2.00 ( 635 1.75 508L 2 50 3.78 4.50 3.30 8.23 3 25 114 - 84 209 J _J32 4.50 { 330 8.23 I 3.88 114 I - 84 I 209 99 4,43 513513 379915 3.25J5.1 7.0 9.0 4.1 - 4 6 1¼(a) 150 32(b) 3450 445 112 130 130 96 232 83 I - +-- + -- -- 2.3 2.2 1½ (a) t 500 200 - ----t- 4.40 513 513 3.79 915 3.25 5.4 5.1 40(b) 3450 50.8 112 130 I 130 96 1 232 83 2.4 2.3 2(a) to 50 920 500 3450 500 2.50 63.5 2.75 4.38 5.13 5.13 379 915 111 130 130 96 1 232 ,LL2.7 4.15 . 521 3.69 1051 3.88 4,63 I 6.0 5.6 25 8.4 7i mm a 3(a) t 920 500 3.50 431 I 5 50 5.13 I 3 69 10.51 9.9 8.4 5.31 80 920 3450 1 88.9 4. - 110 I 140 130 94 267 I 135 -- 4.5 3.8 4(a) to 920 500 4.50 - -- +'- - --± 3.81 5.75 538 I 3.69 I 1051 6.25 10.1 10.1 100 3450 500 114.3 I 2.00 + 97 146 137 94 267 -- --- - . 1- 4.41 5.13 3.63 9.40 159 4.6 -- 7.8 4.6 1½ (a) 3.25 15. x 40 3450 50.8 112 130 92 239 t 3 83 3.5 - 2 (a) 50 920N 500 3450 I 2.50 63.5 4.38 5.13 63' 9.40 111 130 - 92 239 3.88 99 8.0 3.6 - 500 4.38 111 5.50 1404130.294j!443443 5.13 . 3.63 9.40 4.63 9.5 9.5 76.1 mm 920 2.75 69 3 920 500 3.50 4.31 5.50 I 5.13 3.63 9.40 I 5.31 ) 8,1 14.0 80 3450 88.9 110 140 I 130 92 . 239 I 135 I 3.7 6.4 3450 10.0 4.5 mm 5108.O 00 --..-t -- 4.50 114.3 4.45 I 113 - .-.- 5.38 3.63 9.40 6.12 137 I 92 I 239 155 I I 920 500 4.50 I 3.81 5.75 3.63 9.40 I 6.25 I 18.0 100 3450 114.3 96.80 146 - 92 239 159 I 8.2 - TABLE CONTINUED ON PG. 5 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21h' BSPT clearly on order. § yds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vicrAuLic IS REGISTERED TRADEMARK OF vICTAuLIC COMPANY. © 2010 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. 11.02_4 JtaUIic REVK C S CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-T® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS !1:147V-FOA " S ft1 GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½150 x 15mm through 8 x 4/200 x 100 mm IIIIIIIIII tyle qi.t.i.........INo. Ma Work Appr x. I]I.,ri.bir.Io. Weight Each --- - - TABLE CONTINUED FROM PAGE 4 1651 x 1 920N 500 1.50 3.88 456 I I 379 9.34 2.75 I ao 25 3450 38.1 116 - j 96 237 70 3.6 - 920N 500 3450 4.43 113 5.13 130 1Y, n 32 1,75 44.5 - 379 96 I 9.34 3.25 1 84 237 83 J 38 - 500 3450 11/2 (a) to 40 2(a) t 920N - 2.00 58 4.41 - 112 4.38 5.13 130 , 5.13 5.13 130 -!96 5.13 3.79 3.79 9.34 325 8.4 237 483 38 9.34 388 8.5 5.4 24 60 500 2.50 50 920N 3450 63.5 111 130 130 96 2 99 L 3.9 2.7 76.1 mm 920 500 3450 2.75 69 4.01 110 5.13 130 5.21 132 3.63 92 10.51 4.63 8.6 267 118 7.6 3(a) t 0 80 920 500 3450 3.50 88.9 4.31 110 I 5.50 140 5.13 130 3.63 92 10.51 5.31 10.2 267 135 4.6 8.4 3.8 920 920 4 (a) to 100 500 3450 500 3450 4.50 114.3 3.81 97 5.44 138 5.75 I 146 5.38 137 6.25 159 3.63 92 4.81 122 10.51 6.25 10.5 267 159 4.8 12.42 I 4.50 11.6 316 114 8.4 3.8 11.6 8 2(a) t 200 X 50 2.75 69.9 6.19 157 500 3450 2,75 69.9 5.07 129 2½ (a) 65 920 6.19 157 6.19 157 4.81 122 12.42 4.50 11.6 316 114 11.6 76.1 mm 920 500 3450 2.75 69.9 5.25 133 - I 6.25 [ 159 4.81 j 122 12.42 316 4.56 116 I -5.3 11.6 3(a) to 80 920 500 3450 3.50 88.9 5.31 135 6.50 165 J_1,65 6.50 4.81 122316 12.42 5.31 135 12.6 1 11.6 5.7 5.3 920 500 3450 4,50 114.3 4.81 122 6.75 t 171 6.38 162 4.81 122 4(a) to 100 12.42 6,25 316 159 I 15.3 12.5 6.9 5.7 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.' (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com VICTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K 4tauiicr 11.02_5 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-TO fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C, and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for C5/K4 Values: tsP = Q2 Where: tsP = Where: Q = Flow (GPM) - K Q = Flow (m31h) Q = x tsP = Pressure Drop (psi) C= Flow Coefficient LP= Pressure Drop (bar) Q = K X K= Flow Coefficient Exaggerated for clarity Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. www.victaulic.com viclAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X , Atc_ -ta _U, i Cr 11.02_6 REV_K S I CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Outlet Size Approval Agency 21/2-6 I 2875-6625 All 1040 400 400 400 290 232 362 65-150 730-168.3 2755 2755 2755 1999 1599 2496 - 21/2-4 2.875 - 4,500 All DF 300 300 300 290 232 362 65-100 73.0-114.3 2065 300 2065 300 2065 300 1999 290 1599 232 2496 21/2-4 2.875 - 4.500 All SF 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 6.625 2065 300 2065 300 1724 300 1999 290 1599 232 2496 362 6 34 30 40 150 168.3 8.625 2065 400 2065 - 2065 - 1999 - 1599 145 2496 - 8 21/2 10,40 200 219.1 2755 - - 1000 8 8.625 34 10 300 - 250 145 - 200 219.1 2065 1724 1000 8 8.625 34 3040 300 300 - 145 - 200 219.1 ' 2065 - 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 8/100 - 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 47100mm, 57125mm, 6/150mm and 8'7200 mm diameter pipe. The Style 931 comes with a 2½'765mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com vlcTAuuc IS A REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. © 2010 vlcrAuLic COMPANY. ALL RIGHTS RESERVED. REV_K \4taulicr 11.02_7 Mechanical-I® STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 1480 REV K UPDATED 4/2010 iCtUIiC VICTALILIC IS REGISTERED TRADEMARK OF VICTAULIO COMPANY. /2 20L0 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02K I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 38 Fire Protection Solutions B-Line by T4%I Pipe Clamps . Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** ØTOLCO Double Fastener Strap Side Mounted (B-Line B3183) Ut 4L US Size Range: 3/40 (20mm) thru 2° (50mm) CPVC pipe usm.o Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom - - - of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.912mm) steel using 121 1/4° x 1° tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. H Features: Fig. 24 incorporates features which protect the pipe and .i ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact 1 c. tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a '* ) pilot hole in wood is required. ' B Finish: Pre-Galvanized A B Order By: Figure number and pipe size fldl UCI IU I IA I lOdUse LIII OOUII iy screw I I urn III IOU VVILI LI 10 product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. CPVC . Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size W000 Part No. in. (mm) in. (mm) in. (mm) in. (mm) R. (m) in. (mm) Lbs. 1kg) 24-3/4 3/4" (20) 25/16" (58.7) 1/32' (27.8) 1/16" (30.2) 51/2 (1.67) /it' (1.9) 9 (4.1) 24-1 1' (25) 2/8" (66.1) 1/16' (33.3) 1/16" (30.2) 6 (1.83) /16" (1.9) 9 (4.1) 24_11/4 11/4" (32) 3' (76.2) 11/2' 138.11 1/16" (30.2) 61/2 (1.98) /16" (7.9) 11 (5.0) 24_11/2 11/2' (40) 31/4' (82.5) 1/8' (42.3) 1/16" (30.2) 7 (2.13) /16" (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32" (43.6) 1/16" (30.2) 8 (2.44) /16" (7.9) 15 (6.8) Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4" (20mm) thru 20 (40mm) pipe. Material: - Pre-Galvanized Steel Function: - Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre-Galvanized . Order By: Figure number and band hanger, size from 3/4° (20mm) thru 2' (40mm). Patent #5,344,108 Lus LJ H LISTED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 17 B-Line by 4j Beam Clamps Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: I81-16 & 1/2'13 rod 4" (101,6mm) thru 16" (406.4mm) lengths 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 beam clamp. Finish: Pre-Galvanized Order By: Figure number, length, and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. * Patent #5,947,424 Slot Width Length Part No. in. (mm) 69111-3/8-L /16" (30.1) Specify 69R-1/2-L /16" (30.1) Specify @1roL.co Component of State of C us California OSHPD Approved @ , Seismic Restraints System LISTED A-A 0 <"' G) Throat Opening 3/4" 119.0) 41d Set Screw and Locknut Included 'c®tis USTEO >D ______- (Rod Size) Hanger Rod Not Included Beam Clamps ®TOLCD . B3034 - C-Clamp Size Range: /8'-16 thru /4"-1 0 rod Material: Cast Malleable 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: May be used on top or bottom flange of the beam. Beveled lip allows hanging from top flange where clearance is limited. May be installed with the set screw in the up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. The rear window design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed (cULus) and Factory Mutual Engineering Approved (FM) for /8"-16 and 1/2"..13 rod sizes. Conforms to Federal Specification \NW-H-171 E & A-A-1 192A, Type 23 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 19. /811-16 is (cULus) Listed to support up to 4(100mm) pipe with the set screw in the down position, up to 3' (75mm) pipe with the set screw in the up position. 1 /2"..13 is (cULus) Listed to support up to 8" (200mm) pipe with the set screw in the down position, up to 6' (150mm) pipe with the set screw in the up position. Factory Mutual Engineering Approved only with the setscrew in the down position. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size and finish Setscrew Torque: Per MSS SP-58 14.2.5 . /8" -16 set screws = 5 ft/lbs. 17 Nml 1/2" -13 set screws = 11 ft/lbs. 05 Nm) Caution should be taken not to over-tighten set screws. Top Flange Attachment Applications H B3034-5/o" and B3034-3/o" sizes Attach only as shown. C1 Throat Opening •kj 314"(19.0) - -- A - - - lRod Size) -- - - I Hanger Rod - - Not Included Set Screw and -- Locknut Included Bottom Flange Attachment Applications Part Rod Set Screw Maximum Iron Approx. No. Size Size B C D Pipe Size Per UL W000 A in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) B3034-3/e /8"-16 /8"-16 x 11/2" 1/8" (41.3) 2" (50.8) /8" (19.0) 4" (100) 30 (13.6) B3034-1/2 1/2"13 1/2"13 X 1 /2" 113/16" (46.0) 2/16 (55.6) 1/16" (30.2) 8" (200) 47 (21.3) B3034-5/8 /8"-11 1/2".13 x 2" 1/4" (44.5) 21/6" (54.0) 11/4" (31.7) -- -- 58 (26.3) B3034-3/4 /4"-1O 1/2".13 x 2" 2" (50.8) 21/4" (57.2) 11/4" (31.7) -- -- 77 (35.0) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 11 by All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 16 Fire Protection Solutions B-Line by E4j Beam Clamps Fig. 69 - Beam Clamp Retaining Strap (B-Line 133361) ØTOLCO Size Range: /8'-16 thru /4'-10 rod 4" (101 .6mm) thru 16" (406.4mm) lengths 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. 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 a locking mechanism of some kind, such as a hex nut for the Fig. 69 will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre-Galvanized Order By: Figure number, length (LI, and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. Part No. Hole Dia. D in. (mm) Length 69-318-L /16" (30.1) Specify 69-1I2-L /16" (30.1) Specify 69-518-L 11/16" 150.81 Specify 69-314-L 13/16" (63.5) Specify Size Range: Fig. 200 - 1/2 (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design - - keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. / ' For hanger with non-captured nut order Fig. 200S. / (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" )15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) lI4" (20mm( thru 8" (200mm)). Fig. 200-1 to 200-2 Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F 1343°C) - - Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. • - Order By: Figure number and pipe size \\ Designed to meet or exceed requirements of \. \ Fig. 200C Fig. 200F A - Fig.200-'/2.200-314 Fig. 200-21/2 to 200-8 Fig. 200 Fig. 200S Pipe Hangers ØTOLCQ chjs USTED . Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B311ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Pipe Size - Rod Size A B Approx. WtJ100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2' (15) /8°-16 31/8' (79.4) 2/8° (66.7) 11 (5.0) 200-/4 3/4' (20) /8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1' (25) /8'-16 3/e' (85.7) 2/8" (66.7) 12 (5.5) 200-11/4 11/4" (32) /8'-16 33/4' (94.0) 2/8' (73.0) 13 (5.9) 200-11I2 11/2" (40) /8"-16 3/8 (98.4) 2/8' (73.0) 14 (6.4) 200-2 2" (50) /o"-16 41/2' (114.3) 3" (76.3) 15 (6.9) 200-21I2 21/2' (65) 3/811-16 5/8" (142.9) 41/8° (104.7) 27 (12.3) 200-3 3° (75) /8'-16 5/8' (149.1) 4' (101.6) 29 (13.3) 200-31I2 31/2" (90) /8'-16 7/8' (187.3) 51/4" (133.3) 34 (15.6) 200-4 4° (100) /e'-16 7/8 (187.3) 5' (127.0) 35 (16.0) 200-5 5" (125) 1/2-13 91/8' (231.8) 61/4" (158.7) 66 (30.2) 200-6 6' (150) 1/2"13 101/8' (257.2) 53/4' (171.4) 73 (33.4) 200-8 8" (200) 1/2"13 131/8" (333.4) 8/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 21 by E1.1U Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) ØTOLCQ B32051 - Threaded Rod (right & left hand threads) Size Range: /8'-16 thru 34 rod Material: Steel TLO Function: Recommended for use as a hanger support in hanger assemblies. Specify Length 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) TL Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes and materials.4T eadSize Order By: Figure number, rod size, length and finish goo Part No. Thread Size A Standard Thread Length TI in. (mm) 650°F (343°C) Lbs. (kN) Design Load 750°F 1399°C) Lbs. (kN) B3205-318x /8"-16 21/2' (63.5) 730 13.251 572 12.541 B3205-'12x 'L '/2-13 21/2" (63.5) 1350 (6.00) 1057 (4.70) B3205-51ax 'L /8".11 21/2" (63.5) 2160 (9.61) 1692 (7.52) B3205-3l4x 'I' /4"-10 3° (76.2) 3230 (14.37) 2530 (11.25) B3205-1l8x L 1/".9 31/2" (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog, AIR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: /8'-16 thru 11/2"-6 rod in 10' (3.05m) lengths Material: Steel Maximum Temperature: 750°F 1399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Note: Fig. 99 is cut to length all threaded rod. Fig. 100 is full length. Part No. & Size Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt.1100 Ft. Lbs. (kg) AIR 'Ia" x 1' 20 240 (1.07) 12 (5.44) ATR ala" x 1 16 730 (3.24) 29 (13.15) ATR 1/2" x '1' 13 1350 (6.00) 53 (24.04) ATR 5/8" x '1' 11 2160 (9.60) 89 (40.37) ATR 3/4" x '1' 10 3230 (14.37) 123 (55.79) ATR hg" x'1' 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. B • All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.Blume by ET.rti 94 Fire Protection Solutions All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 100 Fire Protection Solutions B-Line by ET41 Threaded Accessories ,B655 - Steel Rod Coupling (TOLCO Fig. 70) ØTQLCO B656 - Steel Reducing Rod Coupling (TOLCO Fig. 10R) Size Range: 1/4'..20 thru V-8 rod Material: Steel Function: Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish: Electro-Galvanized. Contact B-Line 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. (kN) Lbs. (kg) B655-1/4 1/4".20 /t" (22.2) 300 (1.33) 1.9 (0.86) - - B655-3/e /8'-16 11/8' (28.6) 730 (3.25) 3.6 (1.63) B655-1I2 1/2".13 1/4' (44.4) 1350 (6.00) 11.3 (5.12) B655-518 /8"-11 21/8" (54.0) 2160 (9.61) 17.6 (7.98) B655-3/4 /i'-10 21/4' (51.1) 3230 (14.37) 28.1 (12.74) B655-1/8 /8"-9 21/2" (63.5) 4480 (19.93) 57.2 (25.94)Wt •- B655-1 1-8 2/4' (69.8) 5900 (26.24) 73.7 (33.43) B655 For Rod Length Design Load Approx. Wt./100 -1 Part No. Size in. (mm) Lbs. NN) Lbs. (kg) B656-3/8 x1/4 /8"-16&/4'-20 1' (25.4) 300 (1.33) 3.7 (1.68) -_, B656-1I2x 3I8 1/2"13&3/8"16 11 /4" (31.7) 730 (3.25) 6.6 (2.99) B656-5/8 X 1/ /8"-11 & 1/2"13 11/4' (31.7) 1350 (6.00) 11.6 (5.26) W B656-3/4 x 5/8 /4"-10&/8"-11 11/2" (38.1) 2160 (9.61) 20.6 (9.34) B656-1/8 x 314 /8'-9&/4'-10 1/4" 44.4) 3230 (14.31) 39.4 (17.81) B656 B3220 - Malleable lromRod Coupling (TOLCO Fig. 71) Not Included Size Range: /8-16 thru 1 -8 rod Hanger Rod Material: Malleable Iron Function: Used for coupling two threaded rods together Overall of equal rod sizes, with inspection hole. Length Finish: Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Part No. For Rod Size Overall Length in. (mm) Design Load Lbs. (kN) Approx. Wt./100 Lbs. (kg) B3220-1/4 1/4".20 1/8' (34.9) 300 (1.33) 6 (2.7) B3220-3/8 x 1/4 /8"-16 to 1/4"20 15/8" (41.3) 300 (1.33) 11 (5.0) B3220-3/8 /8'-16 1/8" (41.3) 130 (3.25) 10 (4.5) B3220-1/2 x 3/g '/2-13 to /8'-16 21/8" (54.0) 130 (3.25) 20 (9.1) B3220-112 1/2"13 21/8" 154.01 1350 (6.00) 20 (9.1) B3220-518 /8'-11 21/2' (63.5) 2160 (9.61) 32 (14.5) B3220-314 /4"-10 25/8" (66.1) 3230 (14.31) 42 (19.0) B3220-118 . B3220-1 /6'-9 3/16" (55.6) 4480 (19.93) 91 (41.3) 1-8 2/4" (69.8) 5900 (26.24) 100 (45.3) SAMMYS® FOR WOOD Not less than -. Wood Flooring No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. Iww 4deo demonstration wwifwbuiidex.comj i - #14 Black Nut Driver Part # 8113910 i . #14 SW Red Nut Driver Part # 8114910 1/4" 8002957 GST 100 1/4 x1" 25 125 - 1/48003957 GST200 - 1/4x2 (Fir) - 25 125' 3/8" 8007957 GST 10 1/4x1" 210 (7/16OSB) 300 25 125 F. LP - &S—T30—Ss 1/4 1760(Ffr) 25 125 3/8" 8068925 GST 20-SS 1/4 x 2" 1760 (Fir) - - 850 25 125 I t 3/88009 2S-380 925 GST 3/8x2112 2113 (Fir) Tsoo 25 - 125' l 4' 3/8" 8010957 GST 30 - 1/4x3" 2060 (Fir) 1500 1475 25 125 3/8 8069925 1/473 2060 (Fir) 25 125 1/2" 8013925 GST2 1/4x2" - 1760 (Fir) - 25 125 I - 1/2 8015925 GST-3 1/4x3 2275(Fir) 25 125 QHANURCIUREDUSAV© SPECIAL NUT DRIVER SYSTEM: The nut ddvers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropnate nut driver for installations. ONTiiJLI9, VYSi I No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. 'Manufactured in the U.S.A. Not less than 2" nominal width (1-1/2") opts 3-1/2' pipe; not less than .lI1 3 (2-1/2") nominal width 4 & 5" pipe IN Floor Joist Minimum 2-1/2" from bottom for branch lines. Minimum 3" from bot- tom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on top of steel beams. Com Consult t reoommer SWG 2W80 H Watch video dem000t,adon www.ftwbuildex.comJ Q HORIZONTAL MOUNT 1/4' 8019957 SWG 200 1/402" 1725 (Fir) 25 125 3/8 8020957 SW616 1/4 xl 622 (Fe) 300 25 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 - 125 - - 3/8 8073925 SWG2OSS 1/4x2 25 (Fe) 850 25 125 3/8"" 8022925 SWG 25-380 3/80 2-1/2" 2249 (Fir) 1500 25 125 #14SWRed 3/8" 8023925 SWG3O 1/4s3" 1884 (1]1.0--_ Nut Driver Part #8114910 * May require pre-drilling; consult joist manufacturer. Eliminates distortion of threaded rod. 'Accommodates up to 3 %"x 12 pitch roof. 'Allows 17" deflection from vertical. Saves time from traditional methods. Reduces installation costs. "Manufactured in the U.S.A. lack - - ..€° 3/8" 8139957 SH-GST2O 1/4x2" 1257 (Fir) 13910 ..-." 1901 Dim Lumber jI ': 3/8" 8269957 1/2" 8303957 SH-GST/CST 2.0 5/16x 1-3/4" - * May require pre-drilling; consult joist manufacturer. #14SHOrange Nut Driver Part # 8273910 903 Dim. Lumber 1406 @ 45"off vertical Dim, Lumber 1050 1475 25 125 25 125 SH-GST/CST 20 5/160-3/4" 1-3/4" 1406 @ 45"off vertical 1500 25 125 850 @45" Dim. Lumber !HJ__ ow D 1/4' 8024957 DSTR100* 1/4-20 x 1 " TEKS 3 1510 (20ga.) .036"-20 ga 3/16" 25 125 [ 1/4 8025957 DST100 1/414x1 TEKS3 - 446 (20 ga) .036"-20 ga 3/16 - 25_j5 1/4" 8026957 DST 150 1/4-14 x 1-1/2" TEKS 3 970 (16 ga.) .036-20 ga 3/16" 25 125 1/4 8027957 15ST200 1/414x2 TEKS 3 - 446 (209a) —036'-2-0 ga - 3/16 25 125 1/4" 8030957 TEK500 12-24x1-1/2"TEKS5 3125 (3/16") .188-3/16" 1/2" 25 125 LQ.i. 3/8 8038957 DSTR1 1/4-20x1 TEKS3 1510(20ga) 1500 - 1475 036 0 g 3/16 25 125 ®az 3/8" 8037957 DSTR11/2* 12-24 x 1-1/2" TEKS 5 1510 (3/16") 1500 1475 .060"-16ga. 1/2" 25 125 3/8 8039957 DSTR516 5/16-18x11/4 TEKS3 2200 (209a) 1500 1475 .036"-20 ga 3/16 25 125 3/8" 8040957 DST10 1/4-14 x 1"TEKS 3 446 (20 .036"-20 ga 3/16" 25 125 [ 3/8" 8077925 DST 10-SS 1/4-14 x 1" TEKS 446 (20 .036"-20 ga 3/16" 25 125 3/8" 8041957 DST 15 1/4-14x1-1/2" TEKS 3 446 (20 .036"-20 ga 3/16" 25 125 [ 3/8" 8078925 DST 15-SS 1/4-14x 1-112" TEKS 446 .036-20ga 3/16" 25 125 3/8" 8042957 DST 20 1/4-14 x 2" TEKS 3 446 (20 .036'-20 ga 3/16" 25 125 3/8" 8044957 DST 30 1/4-14 x 3" TEKS 3 446 (20 .036-20 ga 3/16" 25 125 <> 3/8 8045957 DST 516 5/16-18 x1-1 /4 TEKS 3 1500 (3/16) 1500 1475 .1-25%1-/.8" 3/16 25 125 3/8 8046957 TEK50 1124 x 1-1 12F TEKS5 3125(3/16) 1500 1475 2501/4 1/2 25 125 1/2" 8031925 DST 2.0 1/4-14 x 2" TEKS 3 446 (20 .188-3/16" 1/4" 25 125 1/2 8033925 DST R1O 1/420x1 TEKS 3 1510 (2O ga'.) .036%-20ga 3/16 25 125 1/2'.8034925 DSTR 516 5/16-18 xl 1/4 TEKS 3 2220 (20 ga) .036"-20 ga 3/16 25 125 1/2 8035925 DST 5.16 5116-18x11/4TEKS3 1500 (3/16) 1251/8 3/1625 1251 - 1/2" 8036925 TEK 5.0 12-24 x 1-1/2" TEKS 5 3125 (3/16") .188"-3/16" 1/2" 25 125 includes retaining nut .i - #14 Black Nut Driver Part # 8113910 1- #14 SW Red Nut Driver Part #8114910 SAMMYS® FOR STEEL Made with Teks® self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 1/2" thicknesses. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Manufactured in the U.S.A. Watth a deo demonst,aeon\ wwwitwbulldex.comJ SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation __________ each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins MANUFACR®EDU$A free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. C 3.3.5.1 KWIK Bolt TZ product description KWIK Bolt TZ Expansion Anchor 3.3.5 0 The KWIK Bolt TZ (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 12 (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 Hilt! KWIK Bolt 12. 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 ACI 318 Section Dl. ACI 349-01 Nuclear Design Guide is available. Call Hilt! 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 Llstinqs/Acrnrovals ICC-ES (International Code Council) ESR-191 7 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 <@> c@us - PPllOVW LISTED Independent code evaluation IBc®/ IRC® 2012 IBC/lRC®2009 IBC-/ IRC2006 Hilti, Inc. (US) 1-800-819-8000 I www.us.hiffi.com I an español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Gde 2014 211 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 b) Tension (lb) 3/8 NA. 6,744 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 F644. 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 fn.) Shear (Ib) Tension (Ib) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 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 B18.22.1, 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-191 7 and the equations within ACI 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.hiltl.com. 212 Huh, Inc. (US) 1-800-879-8000 I www.ue.hlltl.coni I an espafhol 1-800-879-5000 1 Hihl (Canada) Corp. 1-809-363-4459 1 www.hiltLca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table I - KWIK Bolt TZ specifications Setting Nominal anchor diameter 1110 - information Symbol Units 3/8 1/2 5/8 3/4 Nominal bit diameter d 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 (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) Mm. hole depth in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Mi. thickness of fixture' trfl in. 1/8 1/8 n/a 1/8 n/a 1/8 n/a (3 (3) Max. thickness of fixture tfl in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque ft-lb T.(34) 25 40 60 110 (54) (81) 1(149) Fixture hole diameter in. 7/16 9/16 11/16 13/16 (mm) (11.1) (14.3) (17.5) (20.6) Available anchor lengths ffl in. 3 3.3/41 5 3-3/4j4-1/2 5-1/21 7 -'I 6 8-1/21 10 5.1/21 8 10 (7) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) I (203) (254) () Threaded length in. 7/8 1-5/8 I 2-7/8 1-5/812-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 4 6 including dog point (mm) (22) I (41) J (73) (41) I () 178 (38) (7) (133) 1(171) (38) J (102) (152) Unthreaded length in. 2-1/8 2-1/8 3-1/4 4 (mm) (54) (54) (83) (102) 1 Minimum thickness of fixture Is a concern only when the anchor Is installed at the minimum nominal embedment. When KWIK Bolt TZ anchors are installed at 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 thread IL]J dhØ It__ I., I. .• . - 'tef unthr . hnom - _ ho hr ranch p3.35 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I an espaflol 1-800-879-5000 1 Hilti (Canada)Co,p. 1-800-363-4458 1 www.hlftLca 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 Tension - Shear - 4V0 Nominal Effective Nominal anchor embed. embed. / = 2500 psi f - 3000 psi 10 4000 psi f' - 6000 psi 1 -2500 P8i 1 . 3000 psi 1 = 4000 psi I', - 6000 psI diameter In. (mm) In. (mm) lb (kN) lb Q<N) lb (kM) lb (kN) lb (kN) lb (kN) lb (kN) lb (kI' 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) (19.2) (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) 1 (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 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 3,14 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) (30.9) 1 (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) 1 (119.9) Table 3 - Hiltl KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete1'23' Tension - 4)N0 Shear - 4V Nominal Effective Nominal anchor embed. embed. fl.= 2500 psi f, - 3000 psi P0 4000 psi f -6000 psi f = 2500 pSi f'., 3000 psi f',, = 4000 pSi f', - 6000 psi diameter in. (mm) in. (mm) lb N) lb (kN) lb (kN) lb N) 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) (15.8) (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) ,'8 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) / 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) 1 (27.9) 1 (32.2) (39.4) (54.8) 1 (60.0) (69.3) (84.9) See section 3.1.7.3 to convert design strength value to ASD value. Unear 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 values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a- 0.75. See section 3.1.7.4 for additional information on seismic applications. 0 214 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I an espafiol 1-800-879-6000 I HUll (Canada) Corp. 1-800-363-4458 I www.hlltl.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4- Steel strength for HIM KWIK Bolt TZ carbon steel anchors"2 Nominal anchor Tensile' 4)N Shear- 4)V Seismic shear6 4)V diameter lb (kN) lb (kN) lb (kF 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 81890 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 4)N - (P A f as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with 4)V,, < 4)0.60 A,,, f,, as noted In ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4)V < 4, 0.60 A,, f,, 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 p C . . / Case 1 rr elI Concrete SM Edge For a specific edge distance, the permitted spacing is calculated as follows: -S) I S ~ S + , (c - c 52) .' I at %n.1 (C — Cmiv) a 'S I at s,, edge distance c 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 h 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. 4 5 4 6 6 1 8 5 6 8 1 6 8 8 (mm) (102) (127) (102) (152) (152) 1 (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 Case 1 C5 (mm) (64) (70) (60) (92) (83) (121) (105) for in. 5 53/4 53/4 61/8 57/8 101/2 8-7/8 () (127) (145) (148) (156) (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 Case 2 CY4.2 (mm) (92) (105) (89) jj (108) (241) (197) for in. 21/2 2-3/4 2-3/8 31/2 3 5 4 (mm) (64) (70) (60) JL (76) (127) 1021 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 <c, will determine the permissible spacings. 0 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlttl.com I en esparmol 1-800-879.5000 I Hilti (Canada) Corp. 1-800-383-4458 1 www.hiltl.ca I Anchor Fastening Technical Guide 2014 215 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'2 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .L Toward factor In 3/8-1n. KB-TZ Cs in tension tension in shear' edge II To edge shear' uncracked concrete IHV Effective in. 2 2 2 2 2 2 embed. h, (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 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 3-5/8 (92) 0.80 0.83 0.65 0.85 0.85 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 rn 2r g 5-1/2 (140) 0.96 0.73 0.95 6 (152) 1.00 0.75 1.00 7 (178) 0.79Ae 8 (203) 0.83 9 (229) 0.87 10 (254) 0.91 11 (279) 0.95 12 (305) 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt TZ in cracked concrete'-2 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor I Toward factor in 3/8-in, KB-TZ CS in tension tension in shear' edge 1110 edge shear' cracked concrete IAN IA\t f1V f5V fW Effective in. 2 2 2 2 2 2 embed. h0, (mm) (51) (51) (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 5 (mm) (59) (59) (59) (59) (59) (59) 2-1/2 (64) 0.71 0.87 0.60 0.49 0.87 rVa 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a g 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 3-/8 (9) 0.80 1.00 0.65 0.86 1.00 4 (102) 0.83 0.67 1.00 0.82 4-112 (114) 0.88 0.69 1.00 0.87 - 5 (127) 0.92 0.71 0.91 5-1/2 (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) 0.96 12 (3 1.00 1 Unear 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, 1A5' assumes an influence of a nearby edge. If no edge exists, then 1AV = f Al 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists. then f11" 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. n 216 Huh, Inc. (US) 1-800-879.8000 1 www.us.hiIticcm I an espafiol 1-800-879-5000 1 H8tl (Canada) Corp. 1-800-363-4458 1 Www.hllti.ca I Anchor Fastening Technical Guide 2014 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 concret&. 112-in. KB-TZ CS uncracked concrete Spacing factor in tension fAll Edge distance factor In tension spacing factor in shear" IAV Edge distance In shear Conc. thickness factor in shear4 f .L toward edge 1______ II to edge f Effective in. embed. h (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) 2-3/6 (60) 3-5/8 (92) 2-3/8 1 (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/B (92) 2-3/8 (60) n/a 0.62 n/a OAI n/a 0.54 nJa 0.13 rb/a 0.26 n/a n/a 2-12 (64) n/a 0.63 n/a 0.42 rb/a 0.55 n/a 0.14 n/a 028 n/a n/a 2-3/4 (70) 0.73 0.64 0.51 0.44 0.82 0.55 0.51 0.18 0.51 . 0.33 n/a n/a CD 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a 3-112 (89) 0.79 0.68 0.64 0.51 0.65 0.56 1 0.64 023 0.84 0.47 n/a n/a 4 002;. 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 rb/a 4-1,3 (105) 0.84 0.71 1 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 n/a E 4-1k (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 rb/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 0.96 n/a 5-3/4 (146) 0.98 0.79 0.77 0.75 0.60 0.49 0.77 1.00 lb/a 6 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 0.66 7 (178) 0.88 0.93 0.81 0.63 0.66 0.93 0.71 8(203) 0.91 1.00 0.65 0.64 0.81 1.00 0.78 9 (229) 0.98 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 (I) 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 '12 in cracked concrete"2 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension 'Mi 11 lay Edge distance factor in tension Spacing factor in shear" f , Effective Edge distance in shear - Conc. thickness factor In shear" .L toward edge __ II to edge ______ In. embed. h,, (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 4 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. hnom (mm) 2-3/B (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 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 nJa 0.63 n/a 0.54 n/a n, 0.28 0.29 - n/a nb 2.1/2 (64) n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a rb/a n/a 2.3/4 )10) 0.73 0.64 0.93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a 3 (76) 0.75 0.65 1.00 0.71 0.63 0.55 0.71 0.19 1.00 0.38 n/a rb/a 3-1/2 (89) 0.79 0.68 1.00 0.79 0.65 0.58 0.89 0.24 1.00 0A7 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.68 0.57 1.00 029 1.00 0.58 0.84 1 n/a 4..1/3 (105) 084 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 1 n/a E 4-1/2 (114) 0.88 = . 0.73 0.94 1 0.70 0.58 0.34 0.69 0.89 n/a 5(127) 0.92 0.76 1 1.00 1 0.72 0.59 0.40 0.81 0.94 rb/a £ 5-1/2(140) 0.96 0.78 0.74 0.60 0.47 0.93 0.98 n/a 5-3/4(140) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a 6(152) 1.00 0.81 0.76 0.61 0.53 1.00 0.66 7(178) 0.86 . _______ 0.81 0.63 _______ 0.67 ______ ______ 0.71 . 8(203) 0.91 0.85 0.65 0.82 ______ 0.76 ZZ 9(229) 0.96 0.90 0.68 0.98 ______ ______ 0.81 10 (254) 1.00 0.94 0.68 1.00 ______ ______ ______ 0.85 11 (279) _______ _______ _______ 0.98 0.70 _______ ______ ______ 0.90 12 @05) 1.00 0.72 _______ ______ ______ 0.94 Cl) 14 (356) ______ ______ 0.76 1.00 16(406) 0.79 16 (457) 0.83 _______ - >20(508) 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. . 10 optimize the design, use Huh PROFIS Anchor Design software or perform anchor calculation using design equations from AOl 318 Appendix D. 3 Spacing factor reduction in shear, fAV' assumes an influence of a nearby edge. If no edge exists, then f,,, = 'Mi' 4 Concrete thickness reduction factor in shear, f,,, assumes an influence of a nearby edge. If no edge exists, then f1 ., 1.0. C] 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 pemiissabie edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-6000 1 www.us.hlltl.com I err espalloi 1-800-879-5000 1 Hiiti (Canada) Corp. 1-800-363-4458 i www.hlltLca I Anchor Fastening Technical Guide 2014 217 Mechanical Anchoring - - 3.3.5 KWIK Bolt TZ Expansion Anchor Table 10- Load adjustment factors for 5/8-in, diameter carbon steel KWIK Bolt TZ in uncracked concrete'-' 5/8-In. KB-TZ CS uncracked concrete Spacing factor In tension f, Edge distance factor in tension f.f, Spacing factor in shear" Edge distance In shear Conc. thickness factor in shear4 I HV I toward edge f,, II to edge fRy Effective in. embed. h,, (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. h,m (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 (76j n/a 0.63 n/a n/a rVa 0.55 n/a n/a a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.46 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 3-5/8 (92) 0.69 0.65 0.60 0.48 0.57 0.56 0.28 020 0.58 0.40 n/a - n/a 11 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 g 4.1/4 (108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 026 0.87 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 -s, E 4.3/4 (121) 0.75 0.70 0.73 0.58 0.59 0.58 0.42 0.30 0.73 0.58 n/a n/a 5 (127) 0.77 0.71 0.77 0.60 0.60 0.58 0.45 0.33 0.77 0.80 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.85 0.64 0.61 0.59 0.52 028 0.85 0.64 0.66 n/a 5-7/8 (149) 0.81 0.74 0.90 0.67 0.62 0.58 0.57 0.42 0.90 0.67 0.68 n/a 6 ' 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 0.61 0.44 0.94 0.70 0.69 0.62 . 8 (203) 0.93 0.83 1.00 0.91 0.66 0.91 0.66 1.00 0.91 0.79 0.71 10 (254) 1.00 0.92 1.00 0.70 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.62R O.63 0.74 1.00 0.97 0.87 14 (356) 0.77 1.00 0.94 16 (408) 0.81 1.00 Cl) 18 (457) 0.85 20 (508) 0.89 1 0.82 22 (559) 0.93 1 0.85 - >24 (610) 0.97 1 0.88 Table 11 - Load adjustment factors for 5/8-in, diameter carbon steel KWIK Bolt TZ in cracked concrete"2 5/8-in. KB-TZ CS cracked concrete Spacing factor In tension f Edge distance factor in tension f5 Spacing factor in shear3 IAV Edge distance in shear Conc. thickness I factor in shear4 flf,J .i. toward edge f II to edge fill Effective in. embed. h (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) 3-118 (79) 4 (102) Nominal in. embed. h,,,,, (mm) 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 3 (7 n/a 0.63 n/a n/a n/a 0.55 n/a n/a I 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 nfa a 3.5/8 (92) 0.69 0.65 0.83 0.71 0.57 0.58 028 0.20 0.56 0.41 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 024 0.65 0.47 n/a n/a g 4-1/4 (108) 0.73 0.68 0.93 0.78 0.58 0.57 0.36 026 0.71 0.52 rtJa n/a 4-1)2 (114) 0.74 0.69 0.97 0.81 0.59 057 0.39 0.28 0.78 0.56 n/a n/a 4-3/4 (121) 0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 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 0.73 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 0.62 0.59 0.58 0.42 0.84 0.68 n/a 6 (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 6-1/8 (156) 0.83 0.76 0.62 0.60 0.62 0.45 0.89 0.69 0.62 ' i 8 (203) 0.93 0.83 0.66 0.63 0.92 0.67 1.00 0.79 0.71 10 p54) 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 0.87 14 (356) 0.78 0.72 1.00 0.94 16 (406) 0.82 0.75 1.00 C" 18 (457) 0.85 0.79 20 (508) 0.89 0.82 22 (559) 0.93 1 0.85 - >24 10) 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 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 lAy 4 Concrete thickness reduction factor in shear, frn,, assumes an influence of a nearby edge. If no edge exists, then f = 1.0. E 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 6 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 216 Huh, inc. (US) 1-800.879.8000 I www.us.hiitLcom I on espaflol 1-800-879-5000 1 Hilt (Canada) corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 . 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 concrete"2 3/4-in. KB-TZ CS uncracked concrete Spacing factor in tension Edge distance factor in tension f Spacing factor in shear' f Edge distance in shear Conc. thickness factor in shear4 .i. toward edge f, II to edge Effective in. embed. h (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. h,., (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (1 42Y 4 (102) n/a 0.64 ,Va 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 iva - 0.55 n/a 0.56 n/a 0.21 n/a 0.41 nJa n/a j2 (114) n/a 0.66 n/a 0.57 tVa 0.56 rVa 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 0.81 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 8 5-1/2 04 0.741 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a 6 (152) 0.77 0.71 0.60 0.69 0.60 0.58 049 0.36 0.60 0.69 0.65 n/a 3.E 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 7-3/4 (1 97) 0.84 0.77 0.78 0.86 0.63 0.61 0.72 0.53 0.78 0.86 0.73 n/a 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 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 0.83 0.75 10-112 (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 0.82 g 14 (356) _______ 0.99 0.74 0.70 _______ 0.99 0.89 16 (406) 1.00 0.78 0.73 _______ 1.00 0.95 16 (457) 0.81 0.75 1.00 20 (508) 0.85 0.78 22 (559) 0.88 0.81 - >24 (610) 0.92 1 0.84 Table 13 - Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ in cracked concrete12 3/4-in. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor in tension 'RN Spacing factor In shear' f.11 Edge distance In shear conc. thickness factor In shear' I toward edge II to edge f Effective in. embed. h (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. h,.,om (mm) 4-5/16 (110) 5.9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 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 0.56 n/a n/a n/a n/a n/a n/a 4.1/8 (105) n/a 0.64 n/a 0.69 n/a 0.56 n/a 0.21 n/a 0.42 n/a n/a 4-1/2 (114) r1a 0.66 n/a 0.73 n/a 0.56 n/a 0.24 n/a 0.48 n/a n/a 4-3/4 (121) n/a 0.67 0.88 0.75 n/a 0.57 0,35 0.26 0.70 0.52 n/a n/a 5 (127) 0.72 0.68 0.91 0.77 0.59 0.57 0.38 0.28 0.76 0.56 n/a n/a 8 5-1j2 (140) 0.74 0.69 0.98 0.83 0.60 0.58 0.44 0.32 0.87 0.64 n/a n/a 6 (152) 0.77 0.71 - 1.00 0.88 0.60 - 0.59 0.50 0.37 1.00 0.73 0.65 n/a £ 7 (178) 0.81 0.75 1.00 0.99 0.62 0.60 0.63 0.46 1.00 0.92 0.70 n/a 73/4 (197) 0.84 0.77 1.00 1.00 1 0.64 0.61 0.73 0.54 1.00 1.00 0.74 n/a 8 (203) 0.88 0.78 1.00 0.64 0.61 0.77 0.58 1.00 0.75 0.67 8-7/8 (225) 0.88 0.81 1.00 0.65 0.63 0.90 0.66 1.00 0.79 0.71 U) 9-1/2 (241) 0.92 0.83 1.00 0.67 0.64 1 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 14 (358) 0.99 0.74 0.70 0.99 0.89 18 (406) 1.00 0.78 0.73 1.00 0.95 18 (457) 0.81 0.76 1.00 20 (508) 0.85 0.78 22 (559) 0.88 1 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 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 lAY - f. . 4 Concrete thickness reduction factor in shear, f, assumes an Influence of a nearby edge. If no edge exists, then f - 1.0. c:1 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 Sand figure 2 of this section to calculate petmissable edge distance, spacing and concrete thickness combinations. Hurl, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800879-8000 1 NIltI (Canada)Corp. 1-800-363-4458 I www.hlltLca I Anchor Fastening Technical Guide 2014 219 Mechanical Anchoring Systerns 3.3.5 KWIK Bolt TZ Expansion Anchor Table 14- Hiltl KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure In uncracked concrete1 Tension - ON~ Shear - Nominal Effective Nominal anchor embed, embed. f',, = 2500 psi f'0 = 3000 psi f' = 4000 psi 10 - 6000 psi f' - 2500 psi f' 3000 psi f' 4000 psi f' = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb N) lb N) 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 3J8 (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 5.600 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) / 4-3/4 5-9/167(3 '4.'8) 5 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (14 2) 1 (38.1) (44.0) (53.9) [ (77.4) 1 (64.7) (97.9) (119.9) Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure In cracked concrete1'2' Tension - 4N Shear - Nominal Effective Nominal anchor embed. embed. 1 2500 psi f' = 3000 P1 f' = 4000 psi I - 6000 psi J' = 2500 psi f = 3000 psi f'-4000 psi f'c = 6000 P1 diameter in. (mm) in. (mm) lb (N) lb (kN) lb (<N) lb N) lb (kN) lb N) lb (kN) lb (cN) 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) 1 (11.6) (13.4) (16.4) 1 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 5/8 (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) /4-7/16 8r7itgs) )) 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (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) / 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) 1 (142) (25.4) 1 (27.9) 1 (32.2) (39.4) (54.8) 1 (60.0) (69.3) (84.9) See section 3.1.7.310 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 A0 as follows: for sand-lightweight, A0 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. C 220 HIM, Inc. (US) 1-800-879.8000 1 www.us.hihi.com I en espaiol 1-800-879-5000 1 HIS (Canada) Corp. 1-800-383-4458 1 www.hlltLce I Anchor Fastening Technical Guide 2014 Figure 3 AnnhnrQ ni-it rn,iftad S KWIK Bolt TZ Expansion Anchor 3.3.5 Table 16- Steel strenqth for Hilti KWIK Bolt TZ stainless steel anchors"2 Nominal anchor Tensll& Shear4 4)V Seismic shear5 4)V 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 Hilt! KWIK Bolt 12 stainless steel anchors are to be considered ductile steel elements. 3 Tensile 4)N -4) f as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with 4)V <ip0.60 A f as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4 < 4) 0.60 A y f,, as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional information on seismic appIicatons. For a specific edge distance, the permitted spacing is calculated as follows: '2) (c - c2) c,,5,,, at SNNI 3m1n.2 + - Smin (c - c,,,fl'2) I is -I at s,, Cd,,lgfl edge distance c Table 17 - Stainless steel KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 112 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' h f (mm) (51) (51) (83) (79) (1 02) (95) (121) Mm. member thickness h_k, in. 415 I I(mm) 416= (203) 5 6 1 8 61 8 (102) I (127) (102) I (152) (152) I (203) (152) I In. 2.1/2 2-7/8 2-1/8 3-1/4 2.3/8 4-1/4 4 Case 1 C_ (mm) (54) (60) (108) _c12L for in. 5 5-3/4 - 5-1/4 5-1/2 5-1/2 10 8-1/2 smhl It (mm) 1 (127) (146) (133) (140) (140) (254) (216) In. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 Case C_ (mm) (89) (114) (83) (105) (108) (241) (178) - for In. 2-1/4 2-7/8 ___________ 2 2-3/4 24/8 5 4 S,~ JnL (57) (73) (51) J9 (60) (127) (102) 1 Unear Interpolation Is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Unear interpolation for a specific edge distance c, where Cmiii <c < c_,2, will determine the permissible spacings. Hilti, Inc. (US) 1-800-879-8000 I www.us.hllft.com I an españoi 1-800-879-5000 I Huh (Canada) Corp. 1-800-363-4456 I www.hiltica I Anchor Fastening Technical Guide 2014 221 3.3.5 KWIK Bolt TZ Expansion Anchor Table 18- Load adjustment factors for 3/8-in, diameter stainless steel KWiK Bolt TZ In uncracked concrete'2 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 shears edge II to edge shear' uncrackeci concrete Effective in. 2 2 2 2 2 2 embed. he, (mm) (51) (51) (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 0.71 0.60 a (64) 0.60 0.49 0.60 n/a 3 (76) 0.75 0.69 0 0.62 0.64 0.69 n/a 3.1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a .9. E (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 a) () 6 (152) 1.00 0.75 1.00 '5 7 (178) 0.79 .9 8 (203) 0.83 9 (229) 0.87 10 (254) 0.91 CL ii (279) _________ 0.95 CO 12 (305) 1.00 1 Table 19 - Load Adjustment Factors for 3/8-in. Diameter Stainless Steel KWIK Bolt TZ in Cracked Concrete'-" 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' cracked concrete f.fRN lAy fR1 f, fW Effective in. 2 2 2 2 2 2 embed. he, (mm) (51) (51) - (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) a 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a ? 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 ? E 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 g 5-1/2 (140) 0.96 0.73 0.96 6 1.00 (152) 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.92 11 (279) 0.96 12 (305) 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, fAy assumes an Influence of a nearby edge. If no edge exists, then fAV = f.- 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fW = 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 perrnlssable edge distance, spacing and concrete thickness combinations. I 222 HIM, Inc. (US) 1-800-879-8000 I www.us.hlltLcom I an espsñol 1-800.879.5000 I Hilt (Canada) Corp. 1-800-383-4458 I www.hliti.oa I Anchor FWening Technical Guide 2014 C kWIK Bolt TZ Expansion Anchor 3.3.5 Table 20 - Load adjustment factors for 1/2-in, diameter stainless steel KINK Bolt TZ in uncracked concrete'2 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension f Edge distance factor in tension Spacing factor in shear" 1AV Edge distance In shear Conc. thickness factor In shear" . toward edge II to edge Effective in. embed. h (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 1 (60) 3-5/8 (92) 2-3/8 1 (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 rVa n/a rVa 0.54 n/a n/a n/a rVa - rVa n/a 2-1i (54) n/a 0.61 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7 (73) 0.74 0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 n/a rVa 2 (76) 0.75 0.65 0.55 0.48 0.83 0.55 0.55 0.19 0.55 0.37 n/a n/a 2 3 3-1/4 (83) 0.77 0.67 0.59 0.49 0.64 0.56 0.59 021 0.59 0.42 n/a n/a 3-1/2(89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 023 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 1 0.66 0.57 0.73 0.29 0.73 0.56 0.84 n/a E 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 -5 027) 0.92 0.76 0.91 0.67 0.72 0.59 01 0.40 0.91 0.67 0.94 n/a 5-114_(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 08 7 (178) 0.86 . 0.93 0.81 0.63 0.66 0.93 0.71 (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 CM Z - (229) 0.96 0.89 0.66 0.97 0.81 1o(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 U) 14(356) 0.75 1.00 16 (406) 0.79 18(457) 0.83 1 - >20(508) 0.86 Table 21 - Load adjustment factors for 1/2-In, diameter stainless steel KWIK Bolt TZ in cracked concrete"2 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension 1AN Edge distance factor in tension f Spacing factor in shear" Edge distanceinshear Conc. thickness factor in shear4 L toward edge f 1v II to edge Effective in. embed. het (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 1 (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 nJa 2-18)(54) n/a 0.81 n/a 0.60 n/a 0.54 1 n/a 0.11 n/a 0.22 n/a n/a 2-78 (73) 0.74 0.65 0.97 0.70 0.60 0.55 0.47 0.18 0,94 0.35 n/a rVa 3(76) 0.75 0.65 1.00 0.71 0.60 0.55 0.50 0.19 1.00 0.38 n/a nJa 3-1/4(83) 0.77 0.67 1.00 0.75 0.61 . 0.58 0.56 021 1.00 0.42 rVa n/a 3-1/2(89) 0.79 0.68 1.00 0.79 0.62 0.56 0.53 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 E 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 rVa '5 6 (152) 1.00 0.81 0.71 0.61 0.53 1.00 0.92 0.66 CIO CD 7 (178) 0.86 0.74 0.63 0.67 0.99 0.71 ' .2 8 (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 LV rL 12 (305) _______ ______ _______ 0.92 0.72 0) 14 (356) 0.99 0.76 16 (406) _______ 1.00 0.79 18 (457) 0.83 - >20(508) 0.86 I 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 ACt 318 Appendix D. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then f f. 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. Hat, Inc. (US) 1.800-879-8000 1 www.us.hilti.com I an espefiol 1-800-879-5000 1 Hill! (Canada) Corp. 1-600-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 223 3.3.5 3.3.5 KWIK Bolt TZ Expansion Anchor 0 Table 22- Load adjustment factors for 5/8-1n, diameter stainless steel KWIK Bolt 12 in uncracked concrete 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 uncrackeci concrete f.19N lAy f" lily 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. h (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (1 02) (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) 1 (90) (113) (90) (113) 2.3/8 (60) n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 rVa 0.21 n/a n/a 2-3/4 (70) 0.65 0.61 n/a 1 0.41 0,55 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0.63 rVa 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 0.34 2/a n/a 31/2 (89) 0.69 0.65 0.54 0.47 0.57 0.56 0.26 0.19 0.53 1 0.38 n/a n/a 4 (102) 0.71 0.67 0.59 0.51 0.58 0.56 0.32 0.23 0.59 0.47 We n/a E 4-1k 114) 0.74 0.69 0.65 0.55 0.59 0.57 0.38 0.28 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 0.63 n/a . 5-112 (140) 1 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 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 4) 21 (203) 0.93 0.83 0.90 0.66 0.63 0.91 0.66 0.90 0.79 0.71 . 10 (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 16 (406) 0.81 0.75 1.00 CL 18 t4571 0.85 0.78 00 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - >24 (610) 0.97 1 0.88 Table 23 - Load adjustment factors for 5/8-in, diameter stainless steel KWIK Bolt 12 In cracked concrete1'3 5/8-in. KB-TZ SS cracked concrete Spacing factor in tension Edge distance factor in tension Spacing factor in shear' Edge distance in shear Conc. thickness factor in shear4 -L toward edge II to edge Effective in. embed. h,1 (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. h,,, (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) 4-7/18 (113) 3-9/16 1 (90) 4-7/16 (113) 3-9/16 0) 4-7/16 (113) 2.3/8 (80) n/a 0.60 n/a 0.57 rVa 0.54 n/a 011 rVa 0.22 rVa n/a 2.314 (70) _n/a 0.61 rVa 0.61 n/a 0.54 n/a 0.13 n/a 0.27 n/a n/a CD 3 (7 0.60 0.63 rVa 0.84 0.56 0.55 n/a 0.15 n/a 0.31 n/a nJa 3.1/4 (83) 0.67 0.64 0.77 0.66 0.56 0.55 024 0.17 - 0.48 0.35 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 1 n1a n/a 4 02) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 1 n/a n/a ' E j.E. 4-12 (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 0.58 045 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 1.00 0.76 0.66 fa 6 (152) 0.82 0.75 1.00 0.62 0.80 0.60 0.43 1 0.87 0.69 0.62 7 (178) 0.87 0.79 0.64 0.61 0.75 0.55 1.00 0.74 0.67 8 (208) 0.93 0.83 0.66 0.63 0.92 0.87 0.79 0.71 . 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 0.87 14 (356) 0.78 0.72 1.00 0.94 16 (406) ______ _______ _______ _______ 0.82 0.75 1.00 CL 18 (457) 0.85 0.79 (8 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 PROFIS Anchor Design software or perform anchor calculation using design equations from ACt 310 Appendix D. 3 Spacing factor reduction in shear, f,,, assumes an influence of a nearby edge. If no edge exists, then fAv - f. 4 Concrete thickness reduction factor in shear, fw' assumes an influence of a nearby edge. If no edge exists, then f1,, = 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 of this section to calculate pemlssab?e edge distance, spacing and concrete thickness combinations. I 224 Hlitl, Inc. (US) 1-800.879.8000 1 www.usjilltl.com I an español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 I www.hlltl.ca I Anchor Fastening Technical Guide 2014 . 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 concrete'-' 3/4-in. KB-TZ Cs uncracked concrete Spacing factor in tension f. Edge distance factor in tension fRN 'AV Spacing factor in shear" Edge distance in shear Conc. thickness factor in shear4 I toward edge fRY II to edge ISV Effective In. embed. h (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. h.,,,, (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 1 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 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 0.54 n/a 0.58 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 0.58 0.29 0.22 0.46 0.45 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 5 (127) 0.72 0.68 0.51 0.61 0.59 0.67 0.38 028 0.51 0.55 n/a n/a 5-1/2 (140) 0.74 0.69 0.55 0.65 0.60 0.56 0.43 0.32 0.55 0.64 n/a n/a E 6(152) 0.77 0.71 0.60 0.69 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 0.82 0.46 0.70 0.78 0.70 n/a .E 8(203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.88 0.75 0.67 9 (229) 0.90 0.82 0.90 1.00 0.68 0.63 0.91 0.67 0.91 1.00 0.79 0.71 9 5 9-11121 (241) 0.92 0.83 0.95 0.68 0.63 0.98 0.72 0.98 0.81 1 0.73 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 1 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 0.73 _______ _______ 1.00 0.95 18 (457) 0.81 0.75 1.00 20 (508) 0.85 0.78 C') 22 (659) 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 concrete12 3/4-in. KB-TZ SS cracked concrete Spacing factor in tension f Edge distance factor in tension J'AN Jr. Spacing factor In shear" Edge distancein shear Cone. thickness factor in shear4 I i toward edge f II to edge fr., Effective in. embed.(mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) (121) 4-3/4 (121) 3-3/4 (9 4-3/4 (121) Nominal in. embed. h,,,,,(mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 4-3/4E 56 5-9/16 (141) 5-9/16 (141) 4-5/16 (110) 5-9/16 (142) 4 _(102) n/a 0.64 n/a 0.68 n/a 0.56 n/a 0.20 0.40 n/a n/a a' 4-1/4(108) n/a 0.65 0.81 0.70 n/a 0.56 0.21 0.22 . 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 0.46 0.48 n/a n/a 5(127) 0.72 0.68 0.91 0.77 0.57 0.57 0.27 028 0.54 0.56 nJa n/a 0 5-1)2(140) 0.74 0.69 0.98 0.83 0.58 0.58 0.31 0.32 0.62 0.64 n/a n/a £ - (152) 0.77 0.71 1.00 0.88 0.58 0.59 0.35 0.37 0.71 0.73 0.58 n/a - (178) 0.81 0.75 1.00 0.99 0.60 0.60 0.44 0A6 0.89 0.92 0.62 n/a . - 8 (203) 0.86 0.76 1.00 1.00 0.61 0.61 0.54 0.56 1.00 1.00 0.67 0.67 . - (229) 0.90 0.82 1.00 0.62 0.63 0.65 0.67 1.00 0.71 0.72 9-i/2(241) 0.92 0.83 1.00 0.63 0.64 0.70 0.73 1.00 0.73 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 10. 20 (508) 0.78 0.78 (I) 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 PROMS 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 f,, = 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 ma 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 perrnlssable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 I www.ua.hilti.com I en español 1-800.879.5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hliti.co I Anchor Fastening Technical GuIde 2014 225 C C 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8" typical Minimum 20 gauge steel deck Lower flute Max. 1 offset typical (ridge) Figure 4 - Installation of KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - W Deck Minimum 5" typical 5 Mm. 3,000 psi sand-lightweight or normal-weight concrete - )>- :' Upper r-'> flute (valley) Mm. I 1-3/4" Max. 3-1/2' Mm. 2-1' Mm, 3/41'J Mm. 6" typical Figure 5 - Installation of KWIK Bolt TZ In the soffit of concrete over metal deck floor and roof assemblies - B Deck . - ..). ! ! - .t X71 -A)- l.S . - •\ 'i I '-,•; .. ' ,L •- p '-• I-.., ', 'a ,. Minimum 20 gauge steel deck Lower flute (ridge) C 226 Hilti, Inc. GJS) 1-800-879-8000 1 www.us.hllU.com I en español 1-800-879-5000 I HIM (Canada) Corp. 1-800-363-4458 1 www.hlltl,ca I Anchor Fastening Technical Guide 2014 . KWIK Bolt TZ Expansion Anchor 3.3.5 Table 26- Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck" Loads according to Figure 4 Loads according to Figure 5 Tension - Shear - ipV~ Tension - 4N Shear - Nominal Effective Nominal anchor embed. embed. I = 3000 psi I = 4000 psi f 3000 psi I = 4000 psi 1 Ic = 3000 psi 1 4000 psi J 3000 psi f 4000 psi diameter in. (mm) in. (mm) lb N) 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 1200 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 1 (51) (6.0) (6.9) (8.7) (8.7) (5.4) (6.2) (7.5) (7.5) 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 (102) (113) (18.9) (21.9) (17.5) n/a (17.5) n/a n/a rVa Table 27 - Hifti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck"AsAA Loads according to Figure 4 Loads according to Figure 5 Tension - 4N Shear - 4Vc Tension - 4N Shear - 4>V Nominal Effective Nominal f' - 3000 psi Ic = 4000 psi Ic = 3000 psi 1 4000 psi f'c - 3000 psi Ic = 4000 psi f' = 3000 Ps ic = 4000 psi anchor embed. embed. diameter in. (mm) in. (mm) lb (N) lb (kN) lb (kN) lb N) lb (kN) lb (kN) lb (kN) lb (cN) 2 2-5/16 950 1,095 1,3858 1,385 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 1 (51) (4.2) (4.9) (6.7) (8.7) (3.8) (4.4) (7.5) (7.5) 3-1/4 3-5/8 1,705 1,970 3,215 3,215 1,955 2,255 2,565 2,565 (63) (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 3,0608 (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 3,9)258 3,9258 - (102) (113) (13.4) 1 (15.5) 1 (17.5) 1 (17.5) n/a n/a n/a n/a 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 Tabular value Is for one anchor per flute. Minimum spacing along the length of the flute Is 3 x h0, (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 28 and 27 control. 7 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by 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,-inch diameter - 0.63 5j-inch diameter - = 0.94 Hitti, Inc. (US) 1-800-879-8000 1 www.ua.hlitl.com I on espaflol 1-800-879.5000 I HIS (Canada) Corp. 1 -800-3834458 1 www.httl.ca i Anchor Fastening Technical Guide 2014 227 3.3.5 KWIK Bolt TZ Expansion Anchor is 'i_ç 7),J 'J' i• .; Wj Min. 3,000 psi sand lightweight t, .ornormal-weightconcrete C..) T il l ', •i .• ' I) . .... . - .•,.../. 'i-. . ILF20 Min flute I 5/8'; ( Typical steel deck Lower flute (ridge) Figure 6- installation of the KWIK Bolt TZ 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 deck'' Tension - 4N Shear - 4,V Nominal Effective Nominal anchor embed. embed. I = 3000 psi I - 4000 psi f - 3000 psi I - 4000 psi diameter in. (mm) in. (mm) lb (kM lb (N) lb (kN) lb (kN) 2 2-5/16 1,790 2,070 2,605 3,005 3/8 (51) (8.0) (9.2) (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- Hiltl KWIK Bolt TZ carbon steel design strength in the top of cracked concrete over metal decklAe Tension - 4N Shear - 4V Nominal Effective Nominal anchor embed. embed. I, = 3000 psi f = 4000 psi IC 3000 psi f' = 4000 psi diameter In. (mm) in. (mm) lb N) lb (kt) 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) (95) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 (51) (7.6) (8.8) (8.2) (9.5) 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 30 and 31 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by As as follows: for sand-lightweight, A = 0.68: for all-lightweight, A, - 060 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 Hilti, Inc. (US) 1-800-879-8000 I www.usiltltLcem I an espsñol 1-800-879-5000 I HiltI (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2014 S 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 shear' ± toward edge 11to edge factor in shear3 over metal deck fAN f r., I NV Anchor In. 3/8 1,2 3/8 1,2 3/8 1/2 3/6 1/2 /8 112 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. h (mm) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-3/6 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) (59) (60) (59) (60) (59) (60) (59) (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 'Va n/a 3-1/4 (83) n/a n/a 0.36 n/a n/a n/a 0.72 rb/a 0.72 rb/a 0.73 0.75 (89) rb/a n/a 0.39 n/a rb/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 rb/a 0.99 rb/a 0.99 Wa 0.81 0.84 4-1,2 J1 141 0.88 rb/a 0.50 1 0.50 0.69 Wa 1.00 1.00 1.00 1.00 ' 5 (127) 0.92 n/a 0.56 0.56 0.71 rb/a - 5-1,2 (140) 0.96 rb/a 0.61 0.61 0.73 n/a 6 (152) 1.00 _j/a 0.67 0.87 0.75 1 rVa 6-1i2 (165) 1.00 1 0.78CD 0.72 0.72 0.77 7 (178) 0.78 0.78 0.79 0.81 . _8 (203) 0.89 0.89 0.83 0.85 9 (229) 1.00 1.00 0.87 0.89 10 (254) 0.91 0.94 CL 11 (279) _______ _______ _______ ______ 0.95 0.98 12 (305) 1.00 1.00 Table 31 - Load adjustment factors for carbon steel KWIK Bolt 1'! in the top of cracked concrete over metal deck1 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 I toward edge II to edge factor in shear4 over metal deck 'Ày f,,,., 1,,.,,. f,. 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. h, (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 2-5/18 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. h (mm) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) (5 (60) 3 (76) n/a n/a 1.00 rb/a rb/a n/a 0.65 n/a 1.00 rVa n/a Wa ' (83) n/a 5-1/4 n/a rb/a rb/a nja 0.73 n/a n/a 0.74 0.76 3-1/2 (89) n/a n/a _______ n/ n/a We 0.82 rb/a n/a 0.76 0.79 'ff 4 (102) 0.83 n/a _______ n/a 0.67 rb/a 1.00 Va _______ n/a 0.82 0.84 4-1/2 (114) - 0.88 n/a 1.00 0.69 n/a 1.00 1.00 5 (127) 0.92 rb/a 0.71 rb/a - 5-1(2 (140) 0.98 n/a 0.73 n/a g 6 (152( 1.00 n/a 0.75 rb/a 6-1/2 (165) 1.00 0.79CD 0.77 _7 (178) 0.79 0.81 8 (203) 0.83 0.85 9 (729) _____ ______ ______ ______ 0.87 0.90 10 (75) 0.92 0.94 a 11 (279) 0.96 0.98 12 (305) 1.00 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 Huh PROMS Anchor Design software or perform anchor calculation using design equations from AOl 318 Appendix 0. 3 Spacing factor reduction in shear, I.,, assumes an influence of a nearby edge. If no edge exists, then 'AV = 4 Concrete thickness reduction factor in shear, f4,, assumes an influence of a nearby edge. If no edge exists, then f 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. I Hilti, Inc. (US) 1 -800-879-8000 1 www.us.hilti.com I an espaflol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 229 Anchoring 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 be viewed or downloaded online at www.us.hllti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilt! Technical Services for applications and conditions not addressed in the IFU. 3.3.5.5 Ordering information' Description Length Threaded length Box quantity KB-TZ 3/8x3 KB-TZ SS304 3/8x3 KB-TZ SS316 3/8x3 3 7/8 50 KB-TZ 3/8x3-3/4 KB-TZ SS304 3/8x3-3/4 KB-TZ S5316 3/8x3-3/4 3-3/4 1-5/8 50 KB-TZ 3/8x5 KB-TZ SS304 3/8x5 5 2-7/8 50 KB-TZ 1/2x3-3/4 KB-TZ SS304 1f2x3-3/4 KB-TZ 55316 1f2x3-3/4 3-3/4 1-5/8 20 KB-TZ 1/2x4-1/2 KB-TZSS304 1/2x4-1f2 KB-TZSS316 1/2x4-1,2 4-1/2 2-3/8 20 KB-TZ 1j24-1/2 KB-TZ SS304 1/2x5-1/2 (B-TZ SS316 1/2x5-1/2 5-1/2 3-3/8 20 KB-TZ 1/2x7 KB-TZ S9304 1/2x7 7 4-7/8 20 KB-TZ 5/8x4-3/4 KB-TZ SS304 5/8x4.3/4 KB-TZ 85316 5/8x4-3/4 4-3/4 1-1/2 15 KB-1Z 5/8x6 KB-TZ 58304 5/8x6 KB-TZ 8S316 5/8x6 6 2-3/4 15 KB-TZ 5/8x8-1,2 KB-TZ S8304 5/8x8-1/2 8-1/2 5-1/4 15 KB-TZ 5/8x10 KB-1Z SS304 5/8x10 10 6-3/4 15 KB-TZ 3/44-1/2 KB-TZ S83043/4x5-1/2 KB-TZ SS3163/4x5-1,2 51/2 1-1/2 10 KB-TZ 3/48 KB-TZ 5S304 3/48 8 4 10 KB-TZ 3/4x10 KB-TZ S5304 3/4x10 KB-TZ 85316 3/4x10 10 6 10 I All dimensions in inches Table 32- KWIK Bolt TZ length Identification system Length ID marking on A B c 0 E F C H I J K L M N 0 P 0 R S I I I U V W bolt head______ Length From 7 115 . Of anchor, Up to 'butnot 22433 1/2 44l455146614771488149914101112 13 14 15 16 including Figure 7 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment 0) 230 HIM, Inc. (US) 1-800-879-8000 I www.us.hllti.com I en espsiiol 1-800-879-5000 1 HUll (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014