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Home My WebLink About5780 FLEET ST; 130; FPC2019-0112; Permit(äty of PERMIT REPORT Carlsbad Print Date: 03/22/2022 Permit No: FPC2019-0112 Job Address: 5780 FLEET ST, # 130, CARLSBAD, CA 92008-4715 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111001300 Track #: Applied: 05/09/2019 Valuation: $162,924.53 Lot #: Issued: 06/18/2019 Occupancy Group: Project #: Finaled Close Out: 06/19/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: PACIFIC RIDGE CORP CENTER -SPRINKLER TI (28 HEADS) Applicant: FPContractor: COSCO FIRE PROTECTION COSCO FIRE PROTECTION INC MATT 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 - $553.00 Total Fees: $553.00 Total Payments To Date: $553.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 1 I www.carlsbadca.gov S San Diego Branch Office •••••••. I cosco 4990 Greencraig Lane .11.1'. San Diego, CA 92123 . ' S. •• 's.' Fire Protection (858) 444-2000 fax: 444-2056 CA Lic.: C-16 #577621 www. coscofi re. coni MATERIAL SUBMITTAL Date: 5-9-19 Pacific Ridge Corp. Center Suite #130 5780 Fleet Street #130 Carlsbad, CA 92008 F JOB # 1 OCD 5890 r1=1 All material submitted, may be substituted F L E COPY by material of equal performance & design, & shall be deemed acceptable by purchaser. 0 Submitted by: Matt Jorgensen Los Angeles 0 San Francisco • Orange • Fresno 0 San Diego • Seattle Worldwide tqcco Contacts www.tyco-fire.com Series TYL — 56 and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage C General Description The TYCO Series TY-L 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprin- klers described herein are stan- dard response, standard coverage, solder type spray sprinklers. They are designed for use in light, ordinary, and extra-hazard commercial occupan- cies such as banks, hotels, shopping malls, factories, refineries, and chemi- cal plants. The Series TY-L Recessed Pendent Sprinkler, where applicable, is intended for use in areas with a fin- ished ceiling. It uses a two-piece Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/4 in. (6,4 mm) of recessed adjust- ment or up to 1/2 in. (12,7 mm) of total adjustment 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. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper afloysprinklers' beyond what would be obtained when exposed to corrosive atmospheres. Although cor- rosion-resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all pos- sible corrosive atmospheres. Conse- IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. 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 6 quently, it is recommended that the end-user be consulted about the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-L Pendent Sprinkler can be obtained by utilizing the Series TY-L Pendent Sprinkler in combination with the Model S Shield. NOTICE The Series TY-L 5.6 and 8.0 K-fac- tor Upright, Pendent, and Recessed Pendent 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 (NFPA), in addition to the standards 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. NFPA 13 prohibits installation of 1/2 inch NPT sprinklers with K-factors greater than 5.6 in new construction. They are intended for retrofit in existing sprinkler systems only. AUGUST 2018 Sprinkler Identification Number (SIN) TY3111 ... Upright 5.6K, 1/2 in. NPT TY3211 . . .Pendent 5.6K, 1/2 in. NPT TY4111 ... Upright 8.0K, 3/4 in. NPT TY4211 . . .Pendent 8.01K, 3/4 in. NPT 1Y4811 ... Upright 8.0K, 1/2 in. NPT TY4911 . . .Pendent 8.01K, 1/2 in. NPT TY3111 is a re-designation for S1800 and G3111 TY3211 is a re-designation for S1801 and 63112 TY4111 is a re-designation for S1810 and G3101 TY4211 is a re-designation for $1811 and G3102 TY4811 is a re-designation for S1805 TY4911 is a re-designation for $1806 TFPIIO C TFPIIO Page 2 of 6 5 - Strut 6 - Hook 7 - Deflector* * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE 1 - Frame 3 - Ejection 2 - Sealing Spring Button 4 - Fusible Element KiZ WRENCI AREA (11,1 mm) I NOMINAL 2" STYLE MAKE-IN I ESCUTCH -,j 7/16" (66,7 mm) 3 (50,8 mm) RECESS 1/2" NPT** WRENCH 2-7/8" (73,0 mm) DIA. FLANGES UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION FIGURE 1 SERIES TY-L UPRIGHT (TY3III) AND PENDENT (TY3211) SPRINKLERS, 5.6 K-FACTOR, 1/2 IN. NPT 1 - Frame 3 - Ejection 2 - Sealing Spring Button 4 - Fusible Element 5 - Strut 6 - Hook 7 - Deflector* * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE r—;n _____ (68,3 f 2-1 1/16' —01— i_ 1/2" NOMINAL mm) 3" (50,8 mm) mm) 2-11/16" (68,3 (12,7 mm) 2" MAKE-IN __ 3/4" NPT** WRENCH 2-7/8' (73,0 mm) DIA. FLANGES WRENCI AREA STYLE RECESS ESCUTCI- UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION FIGURE 2 SERIES TY-L UPRIGHT (TY4III) AND PENDENT (TY4211) SPRINKLERS, 8.0 K-FACTOR, 3/4 IN. NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING 5 - Strut 6 - Hook 7 - Deflector S I+ 2-5/8" (66,7 mm),, 7/16" (11,1 mm) I NOMINAL I I MAKE-IN I 1/2" NPT** t WRENCH FLANGES SURFACE I — / 2-5/8" 9 RECESSED 166,7 mm) 37 STYLE 20 (50,8mm) ESCUTCHEON j) 2-7/8' (73,0 mm) DIA. = 1 - Frame 3 - Ejection 2 - Sealing Spring Button 4 - Fusible Element WRENCH AREA 7 UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION FIGURE 3 SERIES TY-L UPRIGHT (TY4811) AND PENDENT (TY4911) SPRINKLERS, 8.0 K-FACTOR, 112 IN. NPT TFPIIO Page 3 of 6 Frame Sprinkler Finish K Type Temp. Rating Color Natural I Chrome Lead I Wax I Wax Over Code Brass Plated Coated Coated Lead Coated Pendent (TY3211) 165°F (74°C) Unpainted 1, 2, 3 212°F (100°C) White and 1, 2, 3, 5 5.6 1/2 in. Upright (TY3II1) 280°F (138°C) Blue 1,2 4 N/A NPT Recessed Pendent 165°F (74°C) Unpainted 1,2,3, 5 N/A6 212°F (1 00°C) White 1, 2, 3, 5 (TY3211 w/Style 20) 165°F (74°C) Unpainted 1,2,3 212°F (100°C) White Pendent (TY4211) 1, 2, 3 280°F (138°C) Blue 1,2 4 N/A 8.0 165°F (74°C) Unpainted 3/41n. 1,2,3 212°F (100°C) White NPT Upright (TY4III) 1, 2, 3, 5 280°F (138°C) Blue 1,2 4 N/A Recessed Pendent 165°F (74°C) Unpainted (TY4211 w/Style 30) 1,2,5 N/A 212°F (100°C) White Pendent (1Y4911) 165°F (74°C) Unpainted 1, 2, 3 212°F (100°C) White and 1, 2, 3, 5 8.0 1/2 in. Upright (TY4811) 280°F (138°C) Blue 1,2 N/A NPT Recessed Pendent 165°F (74°C) Unpainted (TY4911 w/Style 20) 1,2 N/A 212°F (100°C) White NOTES: UL Listed 4. FM Approved for maximum 150°F (68°C) ambient temperatures C-UL Listed 5. LPCB Approved (LPCB Ref. No. 094a/03) FM Approved 6. Not Available (N/A) TABLE A LABORATORY LISTINGS AND APPROVALS Technical Data Approvals UL and C-UL Listed FM and LPCB Approved Refer to Table A for complete approval infor- mation including corrosion resistant status. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=5.6 GPM/psi/2 (80,6 LPM/bar½) K=8.0 GPM/psi/2 (115,2 LPM/bar½) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame .............................Brass Sealing Button ...........Bronze w/TEFLON Ejection Spring ..............Stainless Steel Strut ............................ MON EL Hook .....................Bronze/MONEL Deflector ..........................Bronze Fusible Element .............Solder, Copper, Stainless Steel Operation A copper tube sealed by two stainless steel balls holds a fusible alloy. When the rated temperature is reached, the alloy melts and the balls are forced toward each other. This releases the tension mechanism and allows the sprinkler to operate. Design Criteria The TYCO Series TY-L 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency, such as the UL Listing based on the requirements of NFPA 13 and FM Approval based on the require- ments of FM Loss Prevention Data Sheets. Use only the Style 20 or 30 Recessed Escutcheon, as applicable, for recessed pendent installations. WRENCH RECESS FIGURE 8 W-TYPE 10 RECESSED SPRINKLER WRENCH TFPIIO Page 4 of 6 7/16±1/8 2-7/8' DIA. 1/2 (12,7 mm) (11,1±3,2 mm) (73,0 mm) 1/4 (6,4 mm) FACE OF i 2-1/4' DIA. _j MOUNTING SPRINKLER [ (57,2 mm) I PLATE FITTING t \ - MOUNTING SURFACE 111111) t 1-3/4' 1-1/2' (38,1 mm) CLOSURE TY-L 7/16±1/8' 2-7/8' DIA. 1/2" (12,7 mm) (11,1±3,2 mm) (73,0 mm) 1/4" (6,4 mm) FACE OF 2-1/4" DIA. MOUNTING SPRINKLER [ (57,2 mm) PLATE FITTING I I - PLAT 1/811 FIGURE 4 SERIES TY-L (TY3211) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT MOUNTING SURFACE 1-3/4" (44,5 mm) 1-1/2" (38,1 mm) CLOSURE TY-L FIGURES SERIES TV-L (TY4211) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT 7/16±1/8' 2-7/8' DIA. 1/2' (12,7 mm) (11,1±3,2 mm) (73,0 mm) 1/4" (6,4 mm) FACE OF 2-1/4" DIA. MOUNTING SPRINKLER (57,2 mm) I PLATE RUING T-7- MOUNTING SURFACE t t 1-3/4' (44,5 mm) 1-1/2" (38,1 mm) CLOSURE TY-L FIGURE 6 SERIES TY-L (TY4911) RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 8.0 K-FACTOR, 112 IN. NPT TFPIIO Page 5 of 6 Installation The TYCO Series TY-L 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions A leak tight 1/2 in. NPT sprinkler joint should be obtained with a torque of 7 to 14 ft-lb (9,5 to 19,0 Nm). A leak- tight 3/4 in. NPT sprinkler joint should be obtained with a torque of 10 to 20 ft-lb (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet and cause leakage or impair- ment 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. Series TY-L Upright and Pendent Sprinklers Installation The Series TY-L Pendent and Upright 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 9 Sprinkler Wrench (Ref. Figure 7). For wax coated sprinklers, use an 8 or 10 in. adjustable Crescent wrench. With reference to Figures 1, 2, and 3, apply the W-Type 9 Sprinkler Wrench to the wrench area, or as applicable, apply the adjustable Crescent wrench to the wrenching flanges. Wax Coated Sprinklers When installing wax-coated sprinklers with the adjustable Crescent wrench, take care to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment: Open the jaws of the wrench suffi- ciently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprin- kler, adjust the jaws of the wrench to just contact the sprinkler flats. After wrench tightening the sprin- kler, loosen the wrench jaws before removing the wrench. After Installation After installation, complete the following: Inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating whenever the coat- ing has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1/8 inch diameter steel rod to the damaged areas of the wax, to smooth it back over areas where bare metal is exposed. NOTICE Only retouching of the wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point it can begin to melt the wax, and appropriate precautions need to be taken when handling the heated rod to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick, the end of which is color coded. Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previ- ously described, touch the rod to the area requiring additional wax with the rod angled downward, and then touch the wax stick to the rod approximately 1/2 in. (12,7 mm) away from the area requiring retouching. The wax will melt and run down onto the sprinkler. Series TY-L Recessed Pendent Sprinklers Installation The Series TY-L Recessed Pendent Sprinkler must be installed in accor- dance with the following instructions: Step 1. After installing the Style 20 or 30 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 10 Recessed Sprinkler Wrench (Ref. Figure 8). With reference to Figure 1, 2, or 3, apply the W-Type 10 Recessed Sprinkler Wrench to the sprinkler wrenching flanges. Step 3. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 or 30 Closure over the Series TY-L Recessed Pendent Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-L 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be maintained and serviced 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, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. 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. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion-resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made so as to better determine the exact sprinkler condition and the long- term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspec- tion, 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. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. L' TFPIIO Page 6 of 6 PIN 53-XXX-X-XXX SIN f SPRINKLER TEMPERATURE FINISH — — RATING 1 NATURAL BRASS 165 165°F (74°C) WAX COATED 0°C 6 165°FTO28O°F ONLY 101 8.0K UPRIGHT (3/4 in. NPT) TY4111 212 212°F (10 7 LEAD COATED 280 280°F (138°C) 8 WAX OVER LEAD 165°F TO 212°F ONLY 9 CHROME PLATED TABLE B SERIES TY-L PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION 111 5.6K UPRIGHT (1/2 in. NPT) TY3111 112 5.6K PENDENT (1/2 in. NPT) TY3211 102 8.0K PENDENT (3/4 in. NPT) TY4211 106 8.0K UPRIGHT (1/2 in. NPT) TY4811 107 8.0K PENDENT (1/2 in. NPT) TY4911 Limited Warranty For warranty terms and conditions, visit S 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-L (specify SIN), (specify K-factor), (specify Upright, Pendent, or Recessed Pendent) Sprin- kler, Standard Response, Standard Coverage, (specify) temperature rating, (specify) finish or coating, P/N (specify from Table B) Recessed Escutcheon Specify: Style (specify) Recessed Escutcheon, (specify material) with (specify*) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 9 Sprinkler Wrench, P/N 56-000-1-849 Specify: W-Type 10 Sprinkler Wrench, P/N 56-000-1-948 Wax Sticks (for retouching wrench- damaged wax coating) Specify: Series TY-L Sprinklers, (specify color), color coded Wax Stick for retouching, (specify) temperature rated, P/N (specify): Red for 165°F (74°C) .......P/N 56-065-1-155 Blue for 212°F (100°C) and 280°F (138°C) .........P/N 56-065-1-286 Note: Each wax stick is suitable for retouching up to twenty-five sprin- klers. The wax used for 280°F (138°C) sprinklers is the same as for 212°F (1000C)sprinklers. Therefore, the 280°F (138°C) sprinkler is limited to the same maximum ceiling temperature as the 212°F (100°C) sprinkler, which is 150°F (65°C). 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 01t, C2018JohnsonControls.Allrightsreserved.AllpecIficatIonsandotherinformatiovshownworecurrentasofdocumentroolslondate andaresubjectivchangewithoutnotIce.Johnson NATIONAL FIRE PROTECTION ASSOCIATION and NFPA —registered trademarks at National Fire Protection A0000larlon; MONEL isaregistered trademark of Special Metals Corporation; Controls TEFLON Ian registered trademark Cl DuPctt I FireLock® V27, K5.6 Models V2703, V2707, V2704, V2708 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent Approvals/Listings: 0786 See Victaulic Publication 10.01 for more details. Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides Up to I411/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. \4tauIic 40.10 Technical Specifications: Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2 I13 mm K Factor: 5.6 Imp./8.1 S.l.' Nominal Thread Size: ½ NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart 1 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Exaggerated for clarity Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 40.10 2544 Rev. i Updated 07/2014 © 2014 Victaulic company. All rights reserved. 1 ictaulic victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS 011000 .Pendent Deflector: Bronze per UNS 051000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: El Standard: 5.0 mm El Quick Response: 3.0 mm Load Screw: Bronze per UNS 065100 Pip Cap: Bronze per UNS 065100 Spring: Beryllium nickel Seal: Teflon2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Installation Wrench: El Open End: V27 [I] Recessed: V27-2 Sprinkler Finishes: El Plain Brass El Chrome plated El White painted3 El Black painted3 El Custom painted3 El Proprietary Nickel Teflon2 coating3 El VC-2504 155, 200, 286 SR Only: El Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont Co. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. ictaulid victaulic.com 2 IslAc S victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Approvals/Listings: Model APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" Orifice Size (mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.1.5 8.1 8,1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type Upright Pendent Recessed Upright Pendent Recessed Pendent Pendent Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286"F/141°C 286°F/141°C 286°F/141°C 2867/1 41'C 2867/141 *C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57°C 135"F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 155°F/68°C 155°F/68°C FM 175°F/79°C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/791C 155°F/68°C 200°F/93°C 200°F/93°C 1757/791C 200°F/93°C 200°F/93"C 175°F/79°C 2867/141 *C 286°F/141°C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C NYC/MEA 62-99-E 175°F/79"C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 200"F/93°C 200"F/93°C 200°F/93°C 175°F/79°C 286°F/141"C 286°F/141°C 286°F/141"C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57"C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C CSFM 7690-0531:112 175°F/79°C 175°F/79°C 175°F/79"C 175°F/79°C 175°F/79°C 155°F/68"C 200"F/93°C 200°F/93°C 200°F/93"C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141"C 286°F/141°C 286°F/141°C 286°F/141°C 2867/1 41'C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 155°F/68°C 135°F/57°C LPCB 175°F/79°C None None 155°F/68°C None None 200°F/93°C 175°F/79°C 286°F/141°C 200°F/93°C 360°F/182'C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 155°F/68°C 155°F/68°C VNIIPO 175°F/79°C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/79°C 155°F/68°C 200"F/93°C 200°F/93°C 175°F/79°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/1 82°C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68°C 155°F/68°C None 155°F/68°C 155°F/68°C None 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 135°F/57°C 155°F/68°C 175°F/79°C 155°F/68°C VdS 200°F/93°C None None 175°F/79°C None None 286°F/141°C 200°F/93°C 360°F/182°C 286°F/141°C 135°F/57°C 155°F/68°C 135°F/57°C 175°F/79°C 155°F/68°C CE 200°F/93°C None None 175°F/79°C None None 286°F/141°C 200°F/93°C 360°F/182°C 286°F/141°C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with 1/2" adjustment escutcheon only - quick response Note: Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 3 \/9taUI.c victaulic.com I Sprinklers I FireLock I K5.61 V27 I Publication 40.10 Dimensions: I 2 60 60 S Standard Pendent - Standard Upright - V2707, V2708 V2703, V2704 2,s760 mm Max. Hole 2"/51 mm Mm. Hole 13A67 Typical Ceiling Tile 30 mm 17mm _ 1 $ 1W! 11367 Finished Surface 30 nm 43 mm MAXIMUM RECESS 215,16 / 75 mm MAXIMUM EXTENSION W Adjustment Recessed - V2707, V2708 (drawing not to scale) 2W/60 mm Max. Hole TY51 mm Min. Hole 15A67 1 7A6"/ 37 rnm 2 18 mm Typical Ceiling Tile ________ _ Finished Surface 24 mm MAXIMUM RECESS 215A&/ 75 mm MAXIMUM EXTENSION 3/4 Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 jtauIic' victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent 10' 3.0n B' 2.4m 6 IBm 4, 1.2m 0.6m 0 ~7- 7 psi .. — . •1 48 kPa 15 psi 103 kPa 30 psi 207 kPa 2' 4' 6' 8' 10' 12' 14' 0.6m lOm iBm 2.4m 3.om 3.7m 4.3m Models V2703, V2704 K5.6 Standard Upright Distribution Patterns - Trajectory - -. - - - l\'c - -f•\ El ----I 2' 4' 6' 8' 10' 12' 14' 16' 0.6m 1.2m iBm 2.4ro 3.0m 3.7m 43m 4.9m NOTES: Data shown is approximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 5 \J(t9UIiC 10, 3Om B .24rn 6' LBrn 4- 1.2m 2- 0.6m 7psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa fl victaulic.com I Sprinklers I FireLockP I K5.6, V27 I Publication 40.10 Ratings: All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature - Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135°F/570C 100°F/380C Orange Ordinary C 155°F/680C 1000F/380C Red Intermediate E 1750F/790C 150°F/650C Yellow Intermediate F 2000171930C 150°F/650C Green High J 286°F/1410C 2250 F811070C Blue Extra High 7 K 360°F/1820C 3000F/1491C Purple - M Open - No Bulb Standard response only. 8 150/65 if wax coated. Available Wrenches: V27-2 Recessed V27 Open End V2707,V27OBPendent / / V2707, V2708 Recessed Pendent P03,V2704 Upright WARNING I Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. I&M Installation Note Reference should always be made to the 1-40 Victaulic FireLock Automatic Sprinklers This product shall be manufactured by Victaulic or to Victaulic specifications. All products Installation and Maintenance Sheet for the product you are installing. This installation sheet to be installed in accordance with current Victaulic installation/assembly instructions. is included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications, designs and standard 0 data, and is available in POF format on our website at victaulic.com. Warranty equipment without notice and without incurring obligations. Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic is a registered trademark of Victaulic Company, 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 \/'ctauIiC 'fAc'q y Schedule=10/Schedule=40 - ABFII S Fully Listed and FM Approved Sprinkler Pipe When you specify Allied Schedule-10/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. 1 IrlilL NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/m Lbs/Ft; kg/m - 1.049 1.680 2.05 1 25 26.6 2.5 3.05 - 11/4 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 [.1II. NIPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/m 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 1 16.490 40.15 1.8365 200 209.5 24.5 59.75 - FM C@ <~) APPROVED 0 > Galvanized Pipe Schedule-10/Schedule-40 - ABEII 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, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) 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-i 0/Schedule-40 -ABFII pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NEPA 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 * See ABFII warranty - Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com tv 1IIIJ • 161005 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 CASTIIRONIeiI1 DEGREE ELBOW NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. BE 1 DIM Frr' A IONS 7EACH CB90033 300 1.505 11/4 1.50 CB90044 300 1.75 1.754 11/2 CB90055 300 1.94 1.94 1.80 2 CB90066 1 300 2.25 2.25 1 2.90 21/2 CB90077 300 2.70 2.70 4.75 CAST IRON RED. COUPLING NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. - DIMENSION MUM EACH A PIECE 1X1/2 CRC031 300 1.70 0.62 1X3/4 CRC032 300 1.70 0.80 11.tHft CASTiIRON STRAIGH Tji NOMINAL h SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. I 1 CT333 300 ;2.252.25 FEA 11/4 CT444 300 11/2 CT555 300 2 CT666 300 21/2 CT777 300 2.70 2.70 6.45 1CAST IIIRON L DEGREEELBOW I NOMINAL SIZE (INCH) ITEM CODE U I MAX. WORKING P.S.I. DIM IONS WEIGHT I EACH PIECE - A - B 1 CR45033 300 1.12 1.12 0.84 11/4 CR45044 300 1.29 1.29 1.40 11/2 1 CB450551 300 1.43 1.43 1 1.80 2 1 CB450661 300 1.68 1.68 1 2.79 C.I. THREADED FITTINGS 0A FITTINGS 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- I SIONS CONFORM TO ANSI B16.4 CLASS 125 EXCEPT PLUGS CONFORM TO ASME A -j- A - 1316.14. THREADS ARE NPT PER ANSI/ASME 131.20.1. a CASTIIIRON1RED. 90 DEG. ELBOW NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. DIM IONS WBGK I EACH PIECE - A - B 1X1/2 CB90031 300 1.26 1.36 0.64 1 X3/4 CB90032 300 1.37 1.45 0.87 1 1/4X1/2 C690041 300 1.34 1 1.53 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 C1390052 300 1.52 175 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 1 2.05 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CR90064 3 1 1.90 2.10 2.30 2X1 1/2 CR90065 300 1 2.02 2.16 2.60 Page 38 CAST IRON PLUGS I NOMINAL I SIZE (INCH) ITEM CODE U ' MAX. WORKING P.S.I. IDIMENSION I WEIGHT' EACH PIECE A 1/2 CPL001 300 0.94 0.10 3/4 CPLOO2 300 1.07 0.17 1 CPL003 300 1.25 0.28 11/4 CPLOO4 300 1.36 0.44 11/2 CPLOO5 300 1.45 0.62 2 CPL006 300 1.56 0.91 C.I. THREADED FITTINGS D FITTINGS A Di'ithj,g ofSftuPipc P,oth (q * <!t~> 0 LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 .i..i IIRON CROSS NOMINAL' SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. IDIMB9SI0NSI WBGFff I EACH PIECE - A - I B 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 I 1/2X1 CX053 300 1 1.65 1 1.80 2.40 2X1 CX063 1 300 1 1.73 1 2.02 2.75 CASTIIRON1REDUCING TEE NOMINAL SIZE (INCH) ITEM CODE # ' MAX. WORKING P.S.I. ' DIM BJSIONS 'W9GHT EACH PIECE I A I B C 1 Xl Xl/2 CT331 300 1.26 1.26 1.36 0.95 1 X1X3/4 CT332 300 1.37 1.37 1.45 1.10 1X1/2X1 C 31 300 08 1X3/4X1 1.50 1.36 1.50 CT323 300 1.5018 1X1X1 1.50 1.45 1/4 CT334 300 1.5852 1X1X1 1.67 1.67 41.73 1/2 CT335 300 1.80 1.80 1.65 1 1/4X1X1/2 CT431 300 1.34 1.26 1.53 1.17 1 1/4X1 X3/4 CT432 300 -T.-f5- . 1.37 1.62 1.38 1 1/4X1 X1 117T433 300 -T-33- 1.50 1.57 1.47 1 1/4X1X1 1/4 CT434 300 -f7-5 1.67 1.75 1.80 1 1/4X1X1 1/2 CT435 300 -T-.N- . 1.80 1.82 2.05 1 1/4X1 1/4X1/2 C 44 300 '-T-.34- 1.34 1.53 1.37 1 1/4X1 114X3/4 CT442 300 1.45 1.45 1.62 1.54 1 1/4X1 1/4X1 CT443 300 1.58 1.58 1.67 1.65 1 1/4X1 1/4X1 1/2 C9445 300 1.88 1.88 1.82 2.21 1 1/4X1 1/4X2 CT446 300 2.10 2.10 1.90 --2-.379-- 1 1/2X1X1/2 300 1.41 1.34 1.66 1.41 1 1/2X1 X3/4 CT532- 300 1.52 1.37 1.75 1.65 1 1/2X1X1 CT533 300 1.65 1 1.50 1.80 1.65 1 1/2X1X1 1/4 CTS34 300 1.82 1.67 1.88 2.00 1 1/2X1X1 1/2 300 1.94 1.80 1.94 --f7 r- 1 1/2X1 1/4X1/2 Ti 300 1.41 1.34 1.66 1.58 1 112X1 1/4X3/4 CT542- 300 1.52 1.45 1.75 1.72 fl/2x1 1/4X1 CT4 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 1/4x1 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 C1553 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 C1556 300 2.16 2.16 2.02 3.28 2X1X2 C1636 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 IMI 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 1 CT667 300 2.60 2.60 2.39 5.10 Page 39 SAMR,IY XmPRESS@ Installs into Metal Deck, Purlin, or Tubular Steel I Watch a eo emonstration A Jwww.i twbuiIdex.comvid d J 'The Sammy X-Press expands to provide direct vertical attachment in: light gauge steel deck or pudin ,,(22 ga. - 1/8"). Installs in seconds with Sammy X-Press Ita Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility. Made in the U.S.A. 114" 8181922 XP 200 Sammy X-Press 200 1146 (22 ga) 185 (Luminaire) 250 (Luminaire) .027 .056" Q, <> 3/8' 8150922 XP 20 Sammy X-Press 20 850(2W Pipe) 185 (Luminaire) 1146 (22 ga) 250 (Luminaire) .027" .027" .056' 940 (2" Pipe) .029" 1475 (4' Pipe) 104" 283 (Conduit & Cable) .029" 1500(4" Pipe) .060" Sammy 3/8" 8153922 XP 35 X-Press 35 185 (Luminaire) 1783 (16 ga) 250 (Luminaire) .029" .056" 940 (7" Pipe) .029" 1475 (4' Pipe) .104" 416 (Conduit& Cable) .059" 125" 25 125 Metal Deck 129" 25 125 Metal Deck 129" 25 125 Purlin r - - Samm Pm-Pour Structural Concrete@ 3000 psi Metal Deck 3/8' 8150922 XP 20 X-Press0 1146(22ga) 850 (2 25 125 Metal Deck L Post-Pour Range II LWCS 35 PCF (lbs/ft) (Post-Pour) Pre-Pour Structural Concrete @3000 psi Post-Pour Range II LWC5 35 PCF (IbsI ft") The Sidewinder X-Press expands to provide Less jobsite material needed. horizontal attachment in: - 16 ga -3116" steel - purlin, tubular steel. No retaining nut required. Installs in seconds with Sammy X-Press It5 Tool, Provides design flexibility. saving time & installation costs. Made in the U.S.A. Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof deck, tubular steel, or vapor barrier fabric. Z7 A Watch a video deotonstrationat\ www.itwbulldex.comJ 4A. 3/8" 8293957 SWXP 35 oiuewittuti X-Press 35 1798 (16 ga) 80 (Luminaire) .059" 416 (Conduit & Cable) Aft 00 W~ MA01HU.LA 125' 25 125 Purtn Mechanical-I® Bolted Branch Outlets @ <S> ILPCBI VNflPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic Mechanical-T 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-I 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/3450 kPa 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 :rue 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-I 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. STYLES 920 AND 920N STYLE 920 CROSS PATENTED 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/-i-30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. S Grade "1" 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 System No Location CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved Para_________ • www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED REV K Date \4taulicr 11.02 1 CARBON STEEL PIPE - HOLE CUT tPRODUCT Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Style Ma Approx. Size N ~Pre sure@ Dimensions Weight Each I I - UIL Ib 1 ! fJ' Ii4 ½ 500 1.50 I 200 2.53 1.61 535 2.75 31 I 3450 381 I 51 T 64 - 41 136 70 1.5 I - 50 920N ± - '/4 (a) 920N 500 1.50 ) 1.97 2.53 - 1.61 5.35 : 2.75 t j - 20 3450 38.1 50 I 64 41 136 70 1.5 4- 11 1 a) 920N 500 1.50 ) 185 253 161 535 275 30 25 I 3450 38.1 47 64 - 41 136 70 14 - _ + 920N° 75t2.0515t 1.5115353.003.5 3.2 1/4 (a) to GROOVED OUTLET 32 3450 44.5 52 I 70 76 41 136 I 76 1.7 1.5 f -+-4------ --4---f-- 1 ½ (a) t' 500 1 75 203 2 75 312 1.61 i 5.35 3.25 3.6 3.2 3450 52 70 79 41 136 83 1.7 1.5 40 920N 'I- ____ ____ -1- + -- t .--t ".- 2½ 1/2 920N 500 1.50 2.21 274 - - 91.82 5.64 275 I 3.0 ______ 3450 38.1 56 70 46 I 143 70 1.4 1---------- - t --+-- ~ (a) §' 500 1.50 218 274 1.82 I 5.64 2.75 3.0 920N 20 3450 38 55 70 - - 46 M3 70 1.4 - _ 65 ___ • t -. - i 1(a) § 500 1.50 2.06 2.74 - - 1.82 5.64 2.75 79 25 920N 3450 38.1 52 70 46 143 70 1.4 - _____ -- --f - --- - ---4 - ± •• - 1 1/4 t (a) 920N 500 1.75 2.30 ) 3.00 3.25 1.82 6.29 300 3.5 3.2 32 3450 44.5 58 76 1 83 46 160 76 1.7 1.5 1 500 2.00 2.28 I 3 35 1.82 1 626 3.25 16 - 3.3 - ½ t (a) D 920N I 1 ±. FEMALE THREADED OUTLET 40 3450 50.8 58 76 I 83 1.6 ½ (a) 920N 300 1.50 2.22 2.75 ' - - 225 646 3.18 I 3.9 - 76.1 X 15 2065 38.1 56 70 _57 164 81 4. 1.8 Provides a direct branch connection at '/4 (a) 920N 300 1.50 219 - - - 2.75 2.25 6.46 3.18 3.9 - any location where a hole can be cut 20 2065 38.1 ) 56 I 70 57 164 81l 1.8 in the pipe 1(a) 920N 300 1.50 2.07 t 2.751 2.25 6.46 ' 3.18 1 3.8 - 25 2065 381 53 70 - 57 4 164 81 j 3.5 3.2 7 - A pressure responsive gasket provides L11/4 a) 500 1.75 230 3.00 3.31 1.92 6.29 3.00 920N the seal 2 - 3450 44.5 J_ 58 76 84 49 160 76 1.6 1.5 500 2.00 2.28 I 3.00 3.31 1.92 6.29 1½(a) 920N Request Publication 11.03 for 40 3450 50.8 58 I 76 84 49 160 83 1.6 1.5 500 130 1 2.52 3.05 - T 215 - 1 Mechanical-T cross assemblies 3 80 15 ½(a) 92014 3450 381 64 78 - 58 156 I 70 1,6 Pressure rated up to 500 psi/3450kPa 3/4 a 92014 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 on steel pipe; also available for use 20 - 3450 38.1 63 78 58 156 with HDPE pipe 1(a) 920N 500 L50238 3.06 I i - 25 3450 38.1 61 78 I 58 1 156 70 ' 1.6 Sizes from 2 x ½°/50 x 15mm 1 1/4 (a)t 500 1.75 2.55 31St 3.56 2.28 635 t 3.00 3.8 3.7 through 8 x I -----4----- - --4----- 4/200 x 100 mm 32(b) _ 920N ._ 2_ ..i.~. 65 83 90 58 156 I 76 ' 1.8 1.8 1 1/2 (a) ta 500 2.00 2.78 3.50 3.56 2.28 6.15 325 4.1 3.8 40(b) 92014 3450 50.8 t 71 89 90 58 156 83 I _1.9_ 1.8 -4I - ---I-.-. 2 (a) 500 2.50 I 2.75 3.50 356 2.28 6.75 3.88 ' 4.9 4.6 50 9204 3450 63.5 70 89 90 58 172 99 23 2.1 31/2 2 9204 500 2.50 3.00 l 315 2.44 612 188 3.8 90 X 50 3450 63.5 I 76 I - 95 62 I 171 99 1,8 IMPORTANT NOTES: TABLE CONTINUED ON PG. 3 Style 920 and Style 920N housings cannot be Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). mated to one another t Available with grooved or female threaded outlet. Specify choice on order. to achieve cross connections. * 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 LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAuLIc IS REGISTERED TRADEMARK OF vICTAuLIC COMPANY. © 2010 vICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 2 \%taulicr REV K GROOVED OUTLET CARBON STEEL PIPE. HOLE CUT PRODUCTS It ' .1. .1. .0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS oil I 1 01861 FA 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 1/2 750 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. Style ~Pressure@ Max. rk Dimensions1 Weight Approx. Each • iW No. "•r TABLE CONTINUED FROM PAGE 2 4 ½ (a) u 920N 500 1.50 3.03 3.56 2.69 I 7.01 I 2.75 3.7 100 15 3450 38.1 I 77 90 - 68 178 I 70 1.8 - 3/4 (a) c 500 1.50 I 3.00 3.56 269 7.01 2.75 3.7 20 3450 -- 1 38.1 I 7_ 4-4--- 76 90 - 68 --i --+-- 178 70 1.8 .- - 1 (a(° 920N 500 1.50 1 2.88 t 3.56 - 269 7.01 2.75 3.6 25 11/4 (a) to I 3450 500 381 - 1.75 308 1 90 3.78 68 4.00 2.69 178470 7.01 3.00 1.8 4.0 3.6 32(b) 920 j 3450 445 78 I 96 102 I 68 I 178 I 76 I 1.9 1.8 1 ½ (a) ta 500 -f 2.00 3.28 -t --------f 4.00 - - 4.00 2.69 1 -+---+-- 7.01 3.25 4.2 1 4 --- 3.9 40(b) - 3450 - 50.8 -- F 83 1 - 102 -. 102 68 -- -- 178 83 .. - 2.0 -- 4 1.9 2 (a) tn 920N 500 2.50 I 3.25 4.00 4.00 2.69 7.01 i 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2,1 21/2 (a) t 920 500 275 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 761 mm 920 .L3450 500 3450 69.9 2.75 69.9 73 2.88 73 102 - 102 68 4.00 I 2.69 102 68 186 j118 7.34 I 4.63 186 j 118 2.6 I - 2.3 6.4 2.9 3 (a) t - - 80 920 - 500 345088 3.50 3.31 4.50 844105L681964130 4.12 I 2.69 773 -I 5.12 8,4 6.4 382.9 1080 x 1114 (a)u 32 920N 500 3450 1.75 44 3.08 I 78 J96 3.78 2.63 -i 67 7.64 3.05 194 78 5.0 2.3 1 ½ (a) 920N I 500 2.00 3.28 I 4.00 - 2.63 7.64 3.25 5.0 40 J 3450 50.8 83 102 67 194 83 2.3 2 (a) 50 92084 500 3450 500 2,50 2.75 3.25 J 83 2.88 4.00 102 4.00 2.63 - j 67 .L 4.00 2.63 7.64 4.00 194 4.0 76 1 mm 920 3450 1 69.9 73 102 102 67 764 4.29 194 109 8.0 1 3.6 7.8 3.5 3 (a) 80 920 500 3450 920 500 3.50 88.9j84. 2.00 53450 0.8 3.31 4.03 ' 102 4.50 114 4.75 121 4.50 2.63 114 67 4.75 3.16 121 4 80 _.4 494 7.63 T 4.88 194 124 9.70 3.69 246 6.8 T 31 7.4 14 I 6.5 - 30 76 3.4 1 ½ (a) I' 125 40 2 (a) I' 92 500 2.50 4.00 1 4.7 4.75 3.16 9.70 i 4.38 8.2 8.0 50 2½ (a) t - 3450 - - - 500 63.5 2.75 + - .----. 102 3.63 121 4.75 121 , 80 . .-- 4.75 3,16 246 111 - 9.70 4.63 3.7 ---4..- 8.3 I 3.6 79 65 920 - 434504,690 92121 121 80 246 118 3,843.6 4.75 1 3.16 80 76.1 mm 920 I 500 2.75 3.75 - 13450 690 95 9.70 4.63 246U8 - 416 8.0 3 (a) t 80 920 920N 500 3450 500 3450 3.50 88.9 2.50 63.5 3.81 97 3.75 95 , 5.00 127 4.50 114 4.63 118 ,f 3.16 80 f 3.17 81 9.70 j 5.31 246 135 8.00 T 3.88 203 4 99 8.4 3.8 8.0 3.6 8.8 4.0 - 1330 2 50 - 920 1 500 ( 3.50 3.81 5.00 T 3.00 9.46 i 5,31 8.0 80 3450 88.9 97 127 - I 76 240 I 135 3.6 - TABLE CONTINUED ON PG. 4 Center ot run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. f 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 o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. S fl www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV K \4taulicr 1102 3 GROOVED OUTLET CARBON STEEL PIPE - HOLE CUT 4RODUC1\S Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS * 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 1/2"/50 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. Ii .Ifll.1d. Weight Each T~~V' ii 'iI!) . 1.kd. ,:i iEi?. i1 .• IliIj i I1I.i33 s'O -- TABLE CONTINUED FROM PAGE 3 1397 x 11/2 t 920N 500 2.00 3.78 450 - 3.30 823 325 7.0 40 3450 50.8 I 96 114 84 209 83 32 2 t 3.75 4.50 - 3 30 8.23 3.88 I 9.0 . - - 500 --+- 2.50 50 920N 1 920N 3450 - . 500 3450 63.5 - - 1.75 444 95 114 I 4.43 513 112 L130J - 513 130 ----------- $ --- 84 209 I 99 4.1 379 9.15 325 5.1 96232 83 2.3 - 4.8 2 6 1¼ (a) 150 < 32(b) 1½ (a) t , '1 500 2.00 I 4.40 5.13 - 379 9.15 ' 3,25 5.4 5.1 5.13 920N I 40(b) j 3450 50.8 I 112 130 4. I 130 96 I 232 83 2.4 .. ---4 - - - 2.3 2(a) to 920N 500 2.50 4.38 I 5.13 i 5.13 379 915 388 6.0 5.6 50 3450 63.5 111 130 J 130 96 232 99 2.7 2.5 761 mm 920 500 2.75 4.15 ' I 5.21 3.69 1051 4.63 I 8.4 3450 699 105 132 - 94 267 118 3.8 3 (a) t 920 500 4.31 5.50 5.13 , 369 I 10.51 5.31 I 9.9 8.4 3.50 80 3450 88.9 110 j, 140 J 130 94 267 135 4 4.5 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 I 500 114.3 97 146 4.41 5.13 137 94 267 159 4.6 3.63 , 9.40 3.25 7.8 4.6 1½ )a) 2.00 1590 40 920N .83 . 2 )a) 920N 500 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 500 63 2.75 Ui 130 4.38 5.50 5.13 92 23999j3.6 3.63 9.40 I 4.63 9.5 9.5 761 mm 920 3450 6991 111 140 130 92f239j118l4.3143 920 500 3.50 I 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 43450 8891 92 1239 108.0mm 9203450 500 4.50 34 12 . 140F~ 37 I 4.45 1134 - 38 3.63 9.40 6.12 92 239 TJ 10.0 4.5 4.50 920 500 3.81 5.75 3.63 9.40 6.25 18.0 100 3450 114.3 96.80 146 - I 92 239 159 1 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. # 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 LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VITAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 4 \,htauIic REV K CARBON STEEL PIPE - HOLE CUT PRODUCTS I I .0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS BEEN i 'Rim-ima -1 '11 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 1/2750 x 15 mm through 8 x 4/200 x 100 mm Style Size No. "exswoer@ Dimensions Weight ••r i irxi in TABLE CONTINUED FROM PAGE 4 1 165.1 920N I 500 1.50 I 3.79 9.34 275 8.0 .< 25 3450 4 381 4 96 - 3.88_r,56 9916 - 4 237 . 70 3.6 . . . -- 1'/4 500 175 I 443 1 5.13 379 I 934 3.25 8.4 32 3450 44.5 113 130 -i---4----f 96 I 237 83 - 3.8 - 4- 1½ (a) to 40 920N j3450 500 2.00 50.8 4.41 112 5.13 .LJ9 5.13 379 J942J I 9.34 3.25 - 8.4 5.4 2.4 2 (a) t 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 920N 50 3450 63.5 I 111 130 130 96 I 237 99 3.9 1 2.7 76.1 mm I 500 2.75 I t--+-----+----- 4.01 I 5.13 5.21 3.63 10.51 4.63 8.6 7.6 I 3450 69.9 I 110 130 132 92 I 267 118 3.9 1 3.4 3(a) t 0 920 I 500 I 3.50 I 4.31 . 5.50 5.13 3.63 10.51 5.31 10,2 4.. - 8.4 80 - 3450 ,88.941i0 140 130[92J267 135 4.6 3.8 4 (a) to 920 500 4.50 3.81 5.75 5.38 I 3.63 10.51 6.25 10.5 8.4 100 920 3450 I 500 T2J5 114.3 97 5A4 I 146 69 137 ) &25 j4l 92 267 2.42 159 4.50 4.8 11.6 3.8 flô 8 2(a)t 200 50 ,J 3450 • 69.9 138 157 159 122 316 114 5:3 5.3 21/2 (a) t 920 500 2.75 1 5.07 6.19 6.19 4.81 I 12.42 4.50 11.6 11,6 65 - 3450 . -4.-- 69.9 I 129 157 157- ( - +---- 122 - 316 114 - 5.3 5.3 6.mm 76.1 500 2,75 ) 5.25 6.25 4.81 - 12.42 - 4.56 - - - 11.6 9203450 69.9 133 , 9122 316 116 3(a) ta 80 4(a) to 920 500 I 3450 I 500 3.50 88.9 4.50 5.31 135 4.81 6.50 I 165 6.75 6.50 165 6.38 4.81 122 4.81 12.42 316 12.42 5.31 135 6.25 12.6 5.7 15.3 11.6 5.3 12.5 920 100 3450 114.3 122 171 162 122 316 159 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. # 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 761 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. O S IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2010 VICTAULIC COMPANY, ALL RIGHTS RESERVED. \4taulicr RFV K 11.07 S CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N S FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicalT® 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°FI+16°C are shown in the table below. Formulas for C,K. Values: AP = Q2 Where: AP = Cl Where: C 2 Q = Flow (GPM) - K 0 = Flow (m3/h) AP = Pressure Drop (psi) v AP = Pressure Drop (bar) Q = c x C = Flow Coefficient = K x ZP K = Flow Coefficient Exaggerated for clarity Equivalent Outlet Size 40 Carbon Length of Schedule Steel Pipe OUTLET I ._._._ SIZE IWti11! ' i fli* WTi1iVI) Values Iii ½ 0.840 - 11 15 21.3 - - - - . - 2 -- -.-. 9.4 16 3 4 1.050 - 20 26] - - .13.7 1 1.315 21 25 337 - 8 6 1 _: 50 '' 1.8 1 ¼ 1 1.660 32 7 5½ 48 L 41.1 1 ½ 1.900 11 11 1 53 I 53 40 98.3 45.4 - i 45.4 -- 2 2.375 10 112 104 50 . - - 9 - . ½ 96 - 89.1 2 1/2 2.875 119 150 65 - 20 - . . - - * - 12Y 2 102 - - -- 3.000 161 76.1 mm 16 --76.1 - 3 3.500 I 249 237 80 88.9 14 15/2 ..?i4 . 203.1 - -- - .. 4 4.500 421 401 100 114.3 20 22 360.8 . 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165inJ4.2mm www.victaulic.com '4ectaulice VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 6 REV K S CARBON STEEL PIPE - HOLE CUT PRODUCTS 0 .1. 1. .0 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. T1i1( AIL I. 'I1Iri Rated 11(ma 21/26 2.875 - 6.625 All 1 10 ,40 400 400 400 290 232 I 362 65-150 73.0-168.3 I -+----— 2.875 - 4.500 At I- -- .. DF 2755 - 300 2755 — -- ---t 300 2755 300 .4 . 1999 290 1599 " 232 2496 _._ 362 21/2-4 65-100 73.0-114.3 2065 2065 2065 1999 1599 j 2496 21/2-4 2.875 - 4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 6.625 - 4 - -- 2065 300 - -- . .----. 2065 I 300 1 2065 250 - 1999 - 290 1599 . ---- - 232 I 2496 362 6 150 168.3 I 6.625 I 3,4 30,40 2065 300 2065 — 300 I 1724 300 1999 290 I 1599 I I 232 2496 ..- 362 6 150 168.3 2065 2065 I 2065 1999 .......... 1599 2496 8 8.625 21/2 10,40 400 — I — 145 200 219.1 2755 t --+...........- — 1000 — . - 8 8.625 3 4 300 250 I — 145 200 219.i4 8.625 110 3040 300 2065 1724 — 300 — 1000 145 — 8 200 219.1 ' I ' 2065 2065 1000 I NOTES: 10 refers to Listed/Approved Schedule 10 steel sprin:<Ier 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/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6/150mm and 8'7200 mm diameter pipe. The Style 931 comes with a 2½'165mm 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 viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 201C vIcTAuuc COMPANY. ALL RIGHTS RESERVED. RFV K 1102 7 S Mechanical-I® Bolted Branch Outlets 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. Q For complete contact information, visit www.victaulic.com 11.02 148O REV K UPDATED 4/2010 Ac--ts-uhe vIcTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 K Pipe Clamps Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** Double Fastener Strap Side Mounted (B-Line B3183) Size Range: 3/4' (20mm) thru 2 (50mm) CPVC pipe Material: Pie-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 (2) 1/4' X 1' tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which protect the pipe and 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 1, a hex socket attachment be used as installation tools. No impact j 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. V Finish: Pie-Galvanized Order By: Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. ®ToLccr LISTED CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. lmml in. (mm) in. (mm) in. (mm) Ft. (ml in. (mml Lbs. (kg) 24-/4 3/4' 1201 2/16' (58.7) 1/32" (27.8) 1/16" (30.2) 51/2 (1.67) /16" (7.9) 9 (4.1) 24-1 1" (25) 2/8' (66.1) 1/16' (33.3) 1/16' (30.2) 6 (1.83) /16' (7.9) 9 (4.1) 24-11/4 11/4' (32) 3" (76.2) 11/2" (38.1) 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) /i' (1.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32 (43.6) 1/16' (30.2) 8 (2.44) /16 (1.9) 15 (6.8) Fig. 25 - Surge Restrainer C @ Size Range: - One size fits 3/4" (20mm) thru 2" (40mm) pipe. uso Material: - Pre-Galvanized Steel 0 i Function: - Designed to be used n 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 I ,.' / 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: Pie-Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm) thru 2' (40mm). Patent #5,344,108 lop'. B-Line All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. by 45 38 Fire Protection Solutions fl fl Fig. 200.1 to 200-2 B ( Fig. 200-1/2. 200-/4 Fig. 200-21/2 to 200-8 Fig. 200 Part No. Pipe Size in. (mm) Rod Size in. A (mm) in. B (mm) Approx. Wt./100 lbs. (kg) 200-/2 1/2° (15) /8"-16 31/8" (79.4) 2/8" (66.7) 11 (5.0) 200-f4 3/4" (20) /8"-16 31/8' (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) /8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200-11/4 11/4' (32) /8"-16 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200-11/2 11/2" (40) /8"-16 3/8' (98.4) 2/8" (73.0) 14 (6.4) 200-2 2' (50) /8"-16 41/2' (114.3) 3" (76.3) 15 (6.9) 200-21/2 21/2" (65) /8"-16 55/8" (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) /8"-16 7 /8" (187.3) 5" (127.0) 35 (16.0) 200-5 (125) 1/2 -13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 (150) 1/2 -13 101/" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2.13 131/8" (333.4) 8/4" (222.2) 136 (62.3) S Fig. 200S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 21 B-Line by ET.N Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B3170NF) 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 ØToLCO- cDUs I Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F 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 FM DS 2-0. Fig. 200C Fig. 200F Threaded Accessories ®TOLCO TL Specify Length TL TL Thread Size B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) B32051 - Threaded Rod (right & left hand threads) Size Range: /8-16 thru 3-4 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part No. Thread Size A Standard Thread Length TI in. (mm) 650°F (343°C) Lbs. )kN) Design Load 750°F (399°C) Lbs. (kN) B3205-3/8 X 'I' /8-16 21/2 (63.5) 730 (3.25) 572 (2.54) B3205-1/2 X L 1/2 ..13 21/2 (63.E) 1350 (6.00) 1057 (4.10) B3205-5/x L /8-11 21/2 (63.5) 2160 (9.61) 1692 (7.52) B3205-3/4 x 1 /4-10 3 (76.2) 3230 (14.37) 2530 (11.25) B3205-1/8 x 'L 1/8_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 (399°C) Finish: Plain or Electra-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. S Part No. & Size Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 Ft. Lbs. (kg) ATR 1/4" x '1' 20 240 (1.07) 12 (5.44) ATR /8" x '1' 16 730 (3.24) 29 (13.15) ATR 1/2" x '1' 13 1350 (6.00) 53 (24.04) ATR /8" x '1' 11 2160 (9.60) 89 (40.37) ATR 3/4" x '1' 10 3230 (14.37) 123 (55.79) ATR 1/8" x '1' 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog B-Line All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. by 94 Fire Protection Solutions KWIK Bolt TZ Expansion Anchor 3.3.5 S 3.3.5.1 KWIK Bolt 12 product description 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-, 112-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide specifications Torque controlled expansion anchors shall be KWIK Bolt TZ (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIK Bolt 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 Hilti Technical Support. 3.3.5.1 Product description 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation Instructions 3.3.5.5 Ordering information Impact section dog point Nut - Washer - Red mark 3.3.5 Anchor - thread Anchor body Stainless steel expansion - sleeve (wedges) Expansion - cone Listincis/Aonrovals ICC-ES (International Code Council) ESR-1917 City of Los Angeles Research Report No. 25701 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 UL LLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 p <> c@us - *PPEOVm LISTED Independent code evaluation IBC®/ IRCO 2012 lBc®/ IRC®09 !BCe/ IRC®2006 HIS, Inc. (US) 1-800-879-8000 I www.us.hlltl.com I an español 1-800-879-5000 I Hitti (Canada) Corp. 1-800-363-4458 1 Www.hiltl.ca I Anchor Fastening Technical Guide 2014 211 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.2 Material specifications S Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear Qb Tension (lb) 3/8 NA. 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 17,535 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. g"nsion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear Ob) Tension (Ib) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 22,481 24,729 All nuts and washers are made from type 304 or type 316 stainless steel respectively. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion sleeve wedge 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-1 917 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.hilti.com. 212 Hl, Inc. (US) 1-800-879-8000 I www.us.hjltl.com I en espafiol 1-800-879-5000 1 Hilti (Canada) Corp. 1.800-383-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2014 I KWIK Bolt TZ Expansion Anchor 3.3.5 41 Table I - KWIK Bolt TZ specifications Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit diameter 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) (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 h0 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) 1 (117) (146) Mi thickness of fixture' t, In. 1/8 1/8 n/a 1/8 n/a 1/8 n/a (•) (3) (3) (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 T.. ft-lb 25 40 60 110 (fJ) (34) (54) (81) (149) Fixture hole diameter in. 7/16 9/16 11/16 13/16 - (11.1) (14.3) (17.5) (20.6) - Available anchor lengths 'r in. 3 13-3/4 I 5 3-314j4-1/2 5-1/2 I 7 4-3/4 I 6 8-1/2 I 10 5-1/2 I 8 10 (76) I (95) 1(127) (95) I (114) (140) (178) (121) I (152) (216) I (254) (140) 1(203) (254) () Threaded length in. 7/8 1-5/812-7/8 1-5/8 I 2-3/8 3-3/8 I 4-7/8 1-1/2 I 2-3/4 5-1/4 I 6-3/4 1-1/2 I 6 including dog point (mm) (22) (41) I(7) (41) I (60) (86) 1(178) (38) (70) (133) 1(171) (38) 1(102) (152) Unthreaded length in. 2-1/8 2-1/8 3-1/4 4 (mm) (54) 1 (54) 1 (83) 1 (102) 1 Minimum thickness of fixture Is a concern only when the anchor Is installed at the minimum nominal embedment. When KWIK Bolt 12 anchors are installed at S this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly. Figure 1 - KWIK Bolt TZ specifications 11 ea Huh, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I en espaftol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 213 Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Table 2- Hilt! KWIK Bolt TZ carbon steel design strength with concrete I pullout failure In uncracked concrete"' Tension - Shear - Nominal Effective Nominal anchor embed. embed. I - 2500 psi f' - 3000 psi I = 4000 psI f' = 6000 psi f' - 2500 PSl I = 3000 psi I,, - 4000 PS I', = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kf lb (kN)" lb (kN) lb (kN) lb N) 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 3,660 (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) (452) (522) (64.0) 5/8 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820 (102) (113) (26.4) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) / 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) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9) Table 3- HiltI KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete"' Tension - Shear - Nominal Effective Nominal anchor embed. embed. f = 2500 psi f0 - 3000 psi f' 4000 psi f'.- 6000 psi I, = 2500 psi f',,= 3000 P1 I 4000 psi f' 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb N) lb (kN) lb (kN) lb (N) lb (kN) 2 2-5/16 1,475 1,615 1,865 2,285 1,685 1,845 2,130 2,605 3/8 (51) (6.6) (7.2) (8.3) (10.2) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 3/ 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.7.3 to convert design strength value to ASD value. 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, Ac 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. S 214 Huh, Inc. (US) 1-800-879-8000 I www.us.hllti.com I en espaftol 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-383-4458 1 www.hlltl.ca I Anchor Fastening TechnIcal Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4- Steel strength for Hllti KWIK Bolt TZ carbon steel anchors1'2 Nominal anchor Tensile' Shear 1,V Seismic shear6 4)V diameter lb (kN) lb (kN) lb (kN) 4,875 2,335 1,465 3/8 (21.7) (10.4) (6.5) 8,030 3,570 3,570 1/2 (35.7) (15.9) (15.9) 12,880 5,260 4,940 5/8 (57.3) (23.4) (22.0) 18,840 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 Hilt! KWIK Bolt 12 carbon steel anchors are to be considered ductile steel elements. 3 Tensile 1,N,,- 1, AN f as noted in ACt 318 Appendix D. 4 Shear values determined by static shear tests with 1,V <4)0.60 A f as noted in ACt 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 1,V <1,0.60 A, f,,, as noted in ACt 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 2 Anchors not permitted in shaded area Case 2 I. •\ C., Case 1 T—. - Concrete Sn M Edge For a specific edge distance, the permitted spacing is calculated as follows: - Smin2) $ S + (c - c 52 •C mln 1 c, at 2 Cm in.2 ini - Cm a (1) 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 43/4 embedment (mm) (51) (51) (83) (79) (102) (95) () Mm. member thickness hrelin in. 4 5 4 1 6 6 1 8 5 6 1 8 6 1 8 8 (mm) (102) (127) (102) 1 (152) (152) (203) (127) (152) 1 (203) (152) 1 (203) (203) In. 2-1/2 2.3/4 2-3/8 3.5/8 3-1/4 4-3/4 4.1/8 Casel Cmi (mm) (64) (70) (60) (92) (83) (121) (105) for in. 5 53/4 53/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) 1 (127) (146) (146) (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 Cm2 (mm) (92) 1 (105) 1 (89) jj (108) (241) (197) for in. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 Smj • (mm) (64) (70) (60) J9L (76) (127) (102) 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 Cml <C <Cmi will determine the permissible spacings. 1-Iliti, Inc. (US) 1-800.879-8000 I www.us.hlltl.com I en espanol 1-000-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2014 215 3.3.5 3.3.5 KWIK Bolt TZ Expansion Anchor Table 6 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt TZ S in uncracked concrete12 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .L Toward factor in 3/8-in. KB-TZ CS in tension tension In shear3 edge II To edge shear4 uncracked concrete 'AN lAy 1 Effective in. 2 2 2 2 2 2 embed. h,1 (mm) (51) (51) 1 (51) (51) (51) (51) Nominal in. 2-5,16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h,, (mm) (59) (59) (59) (59) (59) (59) 2-112 (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 § 3-112 (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 4-112 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 g 5-1/2 (140) 0.96 0.73 0.95 ' 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.91 CU CL 1 11 (279) 0.95 CO 1 12 (305) 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt TZ in cracked concret&' 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 II To edge shear4 cracked concrete f. fm lAy 'NV Effective In. 2 2 2 2 2 2 embed. h.! (mm) (51) (51) 1 (51) (51) (51) Nominal In, 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. (mm) (59) (59) (59) (59) (59) qn , 2.1/2 (64) 0.71 0.87 0.60 0.49 0.87 3 (76) 0.75 1.00 0.62 0.65 1.00 § 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 3-5/8 (92) 0.80 1 1.00 0.65 0.86 1.00 n/a 4 (102) 0.83 1 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 5-1j2 (140) 0.96 0.73 0.96 to gn tM 6 (152) 1.00 0.75 1.00 7(178) 0.79 8 (203) 0.83 9(229) 0.87tM 10 264) 0.92 Co CL 11 (279) 0.96 CO 12 (305) 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 Hitti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, 'AV' assumes an influence of a nearby edge. If no edge exists, then fAv = f AN . 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f 1.0. If a reduction factor value Is in a shaded cell, this Indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate peimissable edge distance, spacing and concrete thickness combinations. 216 Hilti, Inc. (US) 1-800-879.8000 1 www.us.hlltl.cøm I en espai5ol 1-800-879-5000 1 I-iilti (Canada) Corp. 1-800-363-4458 1 www.hiltica 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 concrete'2 Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness .L toward edge II to edge 1/2-in. KB-TZ CS in tension factor in tension in shear5 factor In shear4 uncracked concrete f f j Effective in. 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 2 3-1/4 embed. h (mm) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) (51) (83) Nominal In. 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 2-3/8 3-5/8 embed. h.. (mm) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) (60) (92) 2-318 (60) rVa 0.62 n/a 0.41 Wa 0.54 nJa 0.13 Wa 0.26 n/a n/a 2-1,2 (64) n/a 0.63 n/a 0.42 rya 0.55 n/a 0.14 n/a 1 0.28 nfa n/a 2-3/4 (70) 0.73 0.64 0.51 0.44 0.62 0.55 0.51 0.16 0.51 1 0.33 n/a n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 1 0.37 n/a n/a 3-1,2 (89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 4-1/8 (105) 0.84 - 0.71 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 Wa -b, E 4-1/2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 1 0.34 0.62 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 1 0.94 n/a . 5-1fl (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 Wa 5-314 (146) 0.98 1 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a 6 ' (152) 1.00 1 0.81 0.80 0.76 0.61 0.53 0.80 0.66 - (178) 0.86 0.93 1 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 Zvi: 9- (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 ______ 0.85 11 (279) 0.98 0.70 0.89 12 (305) 1.00 0.72 0.93 Cl) 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 - >20 (508) 0.86 1 Table 9 - Load adjustment factors for 1/2-In, diameter carbon steel KWIK Bolt TZ In cracked concrete' 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor in tension fm Spacing factor in shear3 'AV Edge distance in shear Conc. thickness factor in shear4 .L toward edge ii to edge Effective in. embed. h01 (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 m (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.63 n/a 0.54 n/a 0.13 n 0.26 n/a _j/a 2-112 (64) n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (10) 0.73 0.64 0.93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a 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 rya 3-1,2 (89) 0.79 0.68 1.00 0.79 0.65 0.56 0.89 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.68 0.57 1.00 029 1.00 0.58 0.84 n1a . 4-1/8 (105) 0.84 0.71 1.00 0.86 0.68 1 0.58 1.00 0.30 1.00 0.61 0.85 Wa - E 4-12 (114) 0.88 0.73 0.94 0.70 1 0.58 0.34 0.69 0.89 'Va 5 (127) 0.92 0.76 1 1.00 0.72 0.59 0.40 0.81 0.94 We . 5-1,2 (14QI 0.96 0.78 0.74 0.60 0.47 0.93 0.98 Wa .L. 5-3/4 (146) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a 6 6 (152) 1.00 0.81 0.76 0.61 0.53 1.00 0.66 SM 7 (178) 0.86 0.81 0.63 0.67 0.71 ' ~15 . 8 (203) 0.91 0.85 0.65 0.82 0.76 - (229) 0.96 0.90 0.66 0.98 0.81 - 10 (254) tOO 0.94 0.68 1.00 ______ 0.85 11 (279) 0.98 0.70 ______ _______ 0.90 a 12 (305) 1.00 0.72 ______ 0.94 Cl) 14 (356) 0.76 1.00 16 (406) _______ 0.79 18 (457) _______ _______ 0.83 - >20 (508) 0.86 1 Linear interpolation not permitted. . 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilt) PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, fAV' assumes an influence of a nearby edge. If no edge exists, then 1AV = 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f, l] If a reduction factor value is ins shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1 -800-879-6000 I www.us.hlltl.com I en espaflol 1-800-879-5000 1 Hilt) (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 217 3.3.5 KWIK Bolt 12 Expansion Anchor Table 10- Load adjustment factors for 5/8-in, diameter carbon steel KWIK Bolt TZ in uncracked concrete-' S 5/8-in. KB-TZ Cs uncracked concrete Spacing factor In tension f.'RN Edge distance factor in tension Spacing factor in shear3 1AV Edge distance in shear Conc. thickness factor In shear3 I HV______ .i. toward edge II to edge 'NV Effective In. embed. hat (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) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a We n/a 0.55 n/a n/a I rFa 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 1 n/a 0.34 n/a n/a 3-1/2 (86) 0.69 0.65 n/a 0.48 0.57 0.56 n/a 0.19 n/a 0.38 nJa n/a 3-5/8 (92) 0.69 0.65 0.60 0.48 0.57 0.56 0.28 0.20 0.56 0.40 n/a n/a 4 (102) 0.71 0.67 0.64 0.51 0.58 0.56 0.32 0.23 0.64 0.47 n/a n/a 4-1/4 (108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 0.26 0.67 0.51 n/a n/a 4-1/2 (114) 0.74 0.69 0.70 0.56 0.59 0.57 0.38 0.28 0.70 0.56 n/a n/a 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 0.60 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.85 0.64 0.61 0.59 0.52 0.38 0.85 0.64 0.66 n/a . . 5-7/8 (149) 0.81 0.74 0.90 1 0.67 0.62 1 0.59 0.57 0.42 0.90 0.67 0.68 n/a 6 (1 52) 0.82 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 6-1/8 (156) 0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 . 8 (203) 0.93 0.83 1.00 0.91 0.66 0.63 0.91 0.66 1.00 0.91 0.79 0.71 10 (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 (408) 0.81 1 0.75 1.00 18 (457) - 0.85 0.78 20 (508) _______ _______ _______ _______ 0.89 0.82 22 (559) _______ _______ _______ _______ 0.93 0.85 - >24 (610) 0.97 0.88 Table 11 - Load adjustment factors for 5/8-in, diameter carbon steel KWIK Bolt TZ in cracked concrete'' 5/8-in. P08-12 CS cracked concrete Spacing factor in tension fm Edge distance factor in tension fl, Spacing factor In shear3 fv Edge distance in shear Conc. thickness factor in shear3 fHv J. toward edge 'NV 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) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a ri/a n/a 0.55 n/a n/a n/a h/a n/a n/a 3-1/4 (83; n/a 0.64 n/a 0.66 n/a 0.55 n/a 0.17 n/a 0.35 n/a n/a 3-1(2 (89) 0.69 0.65 n/a 0.69 0.57 0.56 n/a 0.19 n/a 0.39 n/a n/a e 3-5/8 (92) 0.69 0.65 0.83 0.71 0.57 0.56 028 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 4-1/4 (108) 0.73 0.68 0.93 0.78 0.58 0.57 0.36 0.26 0.71 0.52 ala n/a 4-1/2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 028 0.78 0.56 n/a n/a E 4-3/4 (121) 0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.81 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 (149) 0.81 0.74 0.98 0.62 0.59 0.58 0.42 0.84 (152) 0.82 0.75 1.00 0.686 0.62 0.60 0.60 0.43 0.87 (156) 0.83 0.76 0.696-1/8 0.62 0.66 tna5-7/8 0.60 0.62 0.45 0.89 8 (203) 0.93 0.83 0.69. 0.66 0.63 0.92 0.67 1.00 (254) 1.00 0.92 0.79 10 0.70 0.66 1.00 0.93 0.89 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.78 0.72 1.00 0.94 CL 16 (406) 0.82 1 0.75 1.00 U) 18 (457) 0.85 1 0.79 20 (508) 0.89 0.82 22 (559) 0.93 1 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 ACI 318 Appendix D. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then 'AV = L.- 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f w = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate perrnissable edge distance, spacing and concrete thickness combinations. 218 HIM, Inc. (US) 1-800-879-8000 1 Www.us.hlltl.com I en espafiol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 C KWIK Bolt TZ Expansion Anchor 3.3.5 Table 12- Load adjustment factors for f4-in. diameter carbon steel KWIK Bolt TZ In uncracked concrete'2 3/4-in. KB-TZ CS uncracked concrete Spacing factor in tension fm Edge distance factor in tension fRN Spacing factor in shear" f Edge distance in shear Conc.thickness factor in shear4 L toward edge I II to edge f l, Effective in. embed. hef (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 33/4 (95) 43/4 (121) 33/4 (95) 43/4 (121) 3-3/4 (95) 43/4 (121) 33/4 (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 (11 42Y 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 rya 0.55 n/a 0.56 n/a 0.21 n/a 0.41 n/a n/a a, 41ft (114) n/a 0.66 n/a 0.57 n/a 0.56 n/a 0.24 n/a 0.47 n/a n/a 4-3/4 (121) r,'a 0.67 0.49 0.59 n/a 0.57 0.35 0.26 0.49 0.51 nJa n/a 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-1/2 (140) 0.74 0.69 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 0.49 0.36 0.60 0.69 0.65 n/a E 7 (178 1 0.81 0.75 0.70 0.78 1 0.62 0.60 0.62 0.46 0.70 1 0.78 0.70 1 nJa 7-3/4 (197) 0.84 0.77 0.78 0.86 0.63 0.61 0.72 0.53 0.78 0.86 1 0.73 n/a 8 (203) 0.86 1 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 1 0.81 0.89 0.99 0.65 0.63 0.89 0.65 0.89 0.99 0.78 0.71 ca 009 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 -... 10-1/2 (267) 0.97 0.87 0.68 0.65 0.84 0.85 0.77 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 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 CL 18 (457) 0.81 0.75 1.00 20 (508) 0.85 0.78 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 13- Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ In cracked concrete' 3/4-In. KB-TZ CS cracked concrete Spacing factor In tension Edge distance factor in tension 'RN Spacing factor In shear" 'AV Edge distance in shear Conc. thickness factor in shear" .L toward edge 1RV 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) (121) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 33/4 (95) 43/4 (121) Nominal in. embed. hnøm (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 4-3/4E 4-5/16 5-9/16 (141) 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 4-1/8 (105) n/a 0.64 n/a 0.69 n/a 0.58 n/a 0.21 n/a 0.42 n/a n/a 4-1,2 (114) n/a 0.66 n/a 0.73 n/a 0.56 1 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 5-1/2 (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 1 0.88 0.60 0.59 0.50 0.37 1.00 0.73 0.65 We E 7 (178) 0.81 0.75 1.00 0.99 0.62 0.60 0.83, 0.46 1.00 0.92 0.70 n/a 7.3/4 (197) 0.84 0.77 1.00 1.00 0.64 0.61 0.73 0.54 1.00 1.00 0.74 We T 8 (203) 0.86 0.78 1.00 0.64 0.61 0.77 0.56 1.00 0.75 0.67 8-7/8 (225) 0.89 0.81 1.00 _______ 0.65 0.83 0.90 0.66 1.00 0.79 0.71 CD 9-1/2 (241) 0.92 0.83 1.00 _______ 0.67 0.84 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 (356) _______ 0.99 _______ 0.74 0.70 _______ _______ _______ _______ 0.99 0.89 16 (406) ______ 1.00 _______ _______ 0.78 0.73 ______ _______ ______ ______ 1.00 0.85 CL CO 18 (457) 0.81 0.76 1.00 20 (508) 0.85 0.78 22 (559) _______ _______ _______ _______ 0.88 0.81 >24 (610) 0.92 0.84 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a4 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 ACi 318 Appendix D. 3 Spacing factor reduction In shear, lAy' assumes an influence of a nearby edge. If no edge exists, then f8, - 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 If a reduction factor value Is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espaflol 1-800-879-5000 1 Hilt (Canada) Corp. 1-800-363-4458 1 www.hlitica I Anchor Fastening Technical Guide 2014 219 3.3.5 KWIK Bolt TZ Expansion Anchor Table 14 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure In uncracked concretelA Tension - 4N Shear - 4V Nominal Effective Nominal anchor embed. embed. f', = 2500 psi f 3000 psi 1' 4000 psi f' - 6000 psi f' - 2500 psi I '.. 3000 psi f 'c = 4000 psi f' = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (N) lb N) lb N) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 3/8 (51) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 2 2-318 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (6.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-7/16 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (113) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 7,825 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) (119.9) Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure In cracked concrete"2' Tension - Shear - 4V Nominal Effective Nominal anchor embed. embed. I - 2500 psi I = 3000 psi f 'c = 4000 psi 1 6000 psi f' 2500 psi f 3000 psi I - 4000 psi f' = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb N) lb (kN) lb (kN) lb (kN) lb (N) 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 31,18 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5'8 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) / 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.7.3 to convert design strength value to ASD value. Unear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 18 to 25 as necessary. Compare to the steel values in table 16. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, X. 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. is 220 Huh, Inc. (US) 1-800-879-8000 1 www.ua.hlltl.com I en espanot 1-800-879-5000 I Hitti (Canada) Corp. 1-800-363-4458 I www.hlltl.ca I Anchor Fastening Technical Guide 2014 For a specific edge distance, the permitted spacing is calculated as follows: S a s (s, - Smln,2) mli,,2 + (c - c ,2) (c 5 , — 0 ED c,,, at 50fl.1 CL c,, at Ca0 edge distance c KWIK Bolt TZ Expansion Anchor 3.3.5 E Table 16- Steel strength for Hilti KWIK Bolt TZ stainless steel anchors Nominal anchor Tensil& ON. Shear4 4'V Seismic shear4 qV diameter lb (kN) lb (N) lb (kN) 4,475 3,070 1,835 3/8 (19.9) (13.7) (8.2) 6,665 4,470 4,470 1 (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 17 stainless steel anchors are to be considered ductile steel elements. 3 Tensile ON. 4' A f as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with OV. <4' 0.60 AMy f as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4' <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 3 Anchors not permitted in shaded area Case 2 / I Case Concrete -1 Sr i Edge Table 17 - Stainless steel KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 - 3/4 Information Symbol Units Effective minimum h,, In. 2 2 .3-1/4 3-1/8 4 3-3/4 I 4.3/4 embedment' (mm) (51) (51) (83) (79) (102) (95) I (121) Min. member thickness h,,, in. 4 4 :(102;1 6 6 8 5 6 J 8 6 8 (mm) (102) I (127) (152) (152) I (203) (127)(152) (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 C0fl1 (mm) (64) (73) (54) JL (60) (108) ..?L for in. 5 5-3/4 5-1/4 5-1/2 5.1/2 10 8-1/2 SIt (mm) (127) (146) (133) (140) (140) (254) (216) in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 Case Cfl,,,2 (mm) (89) (114) 1 (83) 1 (105) (108) (241) (178) for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 — 4 S2~ (mm) (57) (73) (51) ._L 1 (60) (127) J121. 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 Cmfll <C ( cmln,21 will determine the permissible spacings. Hllti, Inc. (US) 1-800-879-8000 1 www.us.hiltf.com I an espanol 1-800-879-5000 1 Hifti (Canada) Corp. 1.800.383-4458 I www.hiltl.ca 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 concrete12 Edge Edge distance In shear Conc. Spacing distance Spacing thickness factor factor in factor .j. toward factor in 3/8-in. KB-TZ SS in tension tension in shear3 edge II to edge shear' uncracked concrete f fAl /15,1 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 2-5116 embed. h,,, (mm) (59) (59) (59) (59) (59) (59) 91) 2.1/4 (51) 0.69 n/a 0.59 n/a n/a n/a 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 1 0.80 0.64 0.81 0.81 n/a 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 g 5-1/2 (140) 0.96 0.73 0.95 CD 6 (152) 1.00 0.75 1.00 M , 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.91 CIS CL 11 (279) 0.95 L CO 12 (305) 1.00 Table 19 - Load Adjustment Factors for 3/8-in. Diameter Stainless Steel KWIK Bolt TZ in Cracked Concret&' Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor J. toward factor in 3/8-in. KB-TZ SS in tension tension in shear' edge ii to edge shear4 cracked concrete Jr.f RN IAV fill f fW Effective in. 2 2 2 2 2 2 embed. h (mm) (51) (51) 1 (51) 1 (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h, (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 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 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 (152) 1.00 0.75 1.00 7 (118) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.92 11 (279) 0.96 CI) 12 (3 5) 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, lAy' assumes an influence of a nearby edge. If no edge exists, then f Av = 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. S 222 HIM, Inc. (US) 1.800-879.8000 1 www.us.hlltl.com I en españoi 1-800.879-5000 1 Hilti (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 20 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ in uncracked concret& 1/2-in. KB-1Z SS uncracked concrete Spacing factor in tension f Edge distance factor in tension f Spacing factor in shear3 Edge distance in shear Conc. thickness factor in shear4 f4 _____ .1. toward edge ii to edge fry 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 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a rVa rVa 0.54 rVa n/a n/a rVa rVa n/a 2-1/8 (54) n/a 0.61 n/a 0.39 r/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 0.65 0.53 0.45 0.63 0.55 0.53 1 0.17 0.53 0.36 rVa rVa 3 (76) 0.75 0.65 0.55 0.48 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a LD 3-1/4 (83) 0.77 0.67 0.59 0.49 0.64 0.56 0.59 0.21 0.59 0.42 n/a n/a 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 0.68 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 1 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 1 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 5112 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 rVa 6 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 1.00 0.66 CD 7 178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 . - 8(203) 0.91 1 1.00 0.85 0.64 0.81 1.00 0.76 - 9 (229) 0.96 1 0.89 0.66 0.97 0.81 CO 10(254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.89 12 (305) 1.00 0.72 0.93 U) 14(356) 0.75 1.00 16(406) 0.79 18 (457) 0.83 - >20(508) 0.86 Table 21 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ in cracked concrete1 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension Edge distance factor in tension fm Spacing factor in shear3 'AV Edge distanceinshear Conc. thickness factor in shear4 fHV .L toward edge 11to edge 1RV 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) (60) 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 (92) - 2(51) n/a 0.60 2-3/8 N(nan/a rVa 0.54 n/a n/a rVa n/a fl/a n/a 2-1/8(54) n/a 0.81 n/a 'Va 0.54 n/a 0.11 n/a 0.22 rVa 'Va 2-7/8 (73) 0.74 0.65 0.97 0.60 0.55 0.47 0.18 0.94 0.35 n/a 'Va 3 (76) 0.75 0.65 1.00 0.60 0.55 0.50 0.19 1.00 0.38 n/a n/a 3-1/4(83) 0.77 0.67 1.00 0.75 0.61 0.56 0.56 021 1.00 0.42 n/a n/a 3-1/2(89) 0.79 0.68 1.00 0.79 0.62 0.56 0.63 0.24 1.00 0.47 n/a rVa 4(102) 0.83 0.71 1.00 1 0.86 0.64 0.57 0.77 0.29 1.00 0.58 0.75 'Va 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 1 0.40 0.81 0.84 n/a . 5-1/4(133) 0.94 1 0.77 0.68 0.60 0.43 0.87 0.86 1 rVa .... 5-1/2 (140) 0.96 1 0.78 0.69 0.60 0.47 0.93 0.88 1 rVa '5 6(152) 1.00 0.81 0.71 0.61 0.53 1.00 0.92 0.66 CD ' 7 (178) 0.86 0.74 0.63 0.67 0.99 0.71 . 8(203) ______ 0.91 ______ 0.78 0.65 0.82 1.00 0.76 9(229) 0.96 0.81 1 0.66 0.98 0.81 10 (254) 1.00 0.85 0.68 1.00 0.85 11(279) 0.68 0.70 0.90 tv CL 12(305) 0.92 0.72 0.94 CO 14 (3 0.99 0.76 1.00 16 (406) 1.00 0.79 18 (457) 0.83 - >20(508) 1 0.86 1 Linear Interpolation not permitted. . 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, fAV assumes an influence of a nearby edge. If no edge exists, then lAy 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. Hilt, Inc. (US) 1.800-879-8000 1 www.us.hilti.com I en espaflol 1-800-879.5000 1 Hilt! (Canada) Corp. 1-800.363.4458 1 www.hlltt.ca I Anchor Fastening Technical Guide 2014 223 0 3.3.5 KWIK Bolt 12 Expansion Anchor Table 22- Load adjustment factors for 5/8-In, diameter stainless steel KWIK Bolt TZ in uncracked concrete12 [IJ 5/8-in. KB-TZ SS uncracked concrete Spacing factor in tension f.fRN Edge distance factor in tension Spacing factor in shear3 ______ Edge distance in shear Conc. thickness factor In shear4 f ± toward edge (Ito edge I Effective in. embed. h (mm) 3.1/5 (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) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 2-3/8 (60) n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.21 n/a n/a 2-3/4 (70) 0.65 1 0.61 n/a 1 0.41 0.55 1 0.54 n/a 0.13 n/a 0.27 n, n/a 3 (76) 0.66 1 0.63 n/a 0.43 0.56 0.55 n/a 0.15 n/a 0.30 n/a n/a 3-1/4 (83) 0.67 1 0.64 0.51 0.45 0.58 0.55 0.24 0.17 0.47 0.34 n/a n/a 3-1(2 (89) 0.69 0.65 0.54 0.47 0.57 0.56 0.26 0.19 0.53 0.38 n/a n/a 4 (102) 0.71 0.67 0.59 0.51 0.58 0.58 0.32 023 0.59 0.47 rFa n/a E 4-1/2 (114) 0.74 0.69 0.65 0.55 0.59 0.57 0.38 028 0.65 0.55 n/a n/a 5 (127) 0.77 0.71 0.71 1 0.59 0.60 0.58 0.45 0.33 0.71 1 0.59 0.63 n/a . 5-1(2 (140) 0.79 0.73 0.79 0.63 0.61 0.59 0.52 0.38 0.79 0.63 0.66 n/a . 6 (152) 0.82 1 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.86 0.68 1 0.69 0.62 'a 7 (178) 0.87 1 0.79 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 1 0.74 0.67 8 (203) 0.93 0.83 0.90 0.66 0.63 0.91 0.68 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 (56) 0.77 0.72 1.00 0.94 16 (406) 0.81 0.75 1.00 CL 18 (457) 0.85 0.78 Cl) 20 (508) 0.89 0.82 22 (559) 0.93 0.85 ___ - >24 (610) 0.97 0.88 Table 23 - Lead adjustment factors for 5/8-in, diameter stainless steel KWiK Bolt TZ In cracked concrete12 5/8-in. KB-TZ SS cracked concrete Spacing factor in tension Edge distance factor in tension ' RN Spacing factor in shear' ' AV Edge distance in shear Conc. thickness factor in shear4 I IN______ I toward edge Ii to edge I Fr___ Effective in. embed. h1 (mm) 3-1/5 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/5 (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 1 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 2-3/8 (60) n/a 0.60 n/a 0.57 n/a 0.54 rts 011 n/a 0.22 n/a n/a 2-3/4 (701 n/a 1 0.61 n/a 0.61 n/a 0.54 n/a 0.13 n/a 027 n/a n/a 3 (76) 0.66 1 0.63 n/a 0.64 0.56 0.55 n/a 0.15 rVa 0.31 n n/a 3-1/4 (83) 0.67 1 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a n/a 3-1/2 (89) 0.69 1 0.65 0.81 0.69 0.57 0.56 0.27 0.19 0.53 0.39 n/a n/a 4 (102) 0.71 1 0.67 0.89 0.75 0.56 0.56 0.33 0.24 0.65 0.47 n/a n/a E 4-1(2 (114) 0.74 1 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a m .g. 5 (127) 0.77 1 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.68 0.63 n/a . 5-112 (140) 0.79 1 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a 6 (152) 0.82 1 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 'a 7 (178) 0.87 1 0.79 0.64 0.61 0.75 1 0.55 1.00 0.74 0.67 ) 8 (203) 0.93 1 0.83 0.66 0.63 0.92 0.67 0.79 0.71 . 10 (254) 1.00 1 0.92 0.70 0.66 1.00 0.93 1 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 1 0.79 1 Cl) 20 (508) 0.89 1 0.82 1 22 (559) 0.93 1 0.85 1 - >24 (610) 1 0.97 1 0.88 1 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 membeo the design can become very conservative. To optimize the design, use Hit! PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear. IAV 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 fmv = 1.0. If a reduction factor value Is Ins 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 pem,lssable edge distance, spacing and concrete thickness combinations. 224 HittI. Inc. (US) 1-800-879.8000 1 www.us.hlw.com I en espaftol 1-800-879-5000 1 HAItI (Canada) Corp. 1-800.363-4458 I www.hIItl.ca I Anchor Fastening Technical Guide 2014 I Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 24- Load adjustment factors for 3/4-In, diameter stainless steel KWIK Bolt TZ In uncracked concret& Spacing factor Edge distance Spacing factor Edge distance in shea! Conc. thickness I toward edge II to edge 3/4-in. KB-TZ CS in tension factor in tension in shear' factor in shear4 uncracked concrete f. 'RN 'AV f______ f,,,______ f, Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. h (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h,., (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) rVa 0.64 rVa 0.54 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a , 10 4-1/4 (108) n/a 0.65 0.46 0.56 n/a 0.56 0.29 1 0.22 0.46 1 0.43 n/a n/a 4-1/2 (114) n/a 0.66 0.48 0.57 rVa 0.58 0.32 1 0.24 0.48 0.47 n/a I n/a g 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 1 028 0.51 0.55 n/a n/a 5-1/2 (140) 0.74 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a - E - 6 (152) 0.77 0.71 0.60 0.69 0.80 0.58 0.49 0.36 0.60 0.69 0.65 n/a - (178) 0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 n/a . - 8 (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.78 0.56 0.80 0.89 0.75 0.67 (229) 0.90 0.82 0.90 1.00 0.66 1 0.63 0.91 0.67 0.91 1.00 0.79 1 0.71 9-1/2 (241) 0.92 0.83 0.95 0.66 0.63 0.98 0.72 0.98 0.81 0.73 10 (254) 0.94 1 0.85 1.00 1 0.67 0.64 1.00 1 0.78 1.00 0.83 0.75 . 12 (305) 1.00 1 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 0.85 0.78 0) 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 25- Load adjustment factors for 3/4-In, diameter stainless steel KWIK Bolt TZ in cracked concrete"' Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness -L toward edge 11to edge 3/4-in. K6-TZ SS in tension factor in tension in shear' factor in shear' cracked concrete I N 'AV fF14 fRY f,_____ Effective in. 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 embed. h1. (mm) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h, (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 0.68 rVa 0.56 rVa 020 n/a 0.40 n/a n/a 4-1/4 (108) rVa 0.65 0.81 0.70 n/a 0.56 0.21 0.22 0.42 0.44 n/a rVa IRP 4-1/2 (114) 1 n/a 0.66 0.85 0.73 rVa 0.56 0.23 0.24 0.46 0.48 n/a n/a 5 1127> 0.72 0.68 0.91 0.77 0.57 0.57 0.27 0.28 0.54 0.56 n/a n/a ., 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 rVa - E 6 (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 0.46 0.89 0.92 0.62 n/a . (203) 0.86 0.78 1.00 1.00 0.61 0.61 0.54 1 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 S ' -1/2 (241) 0.92 0.83 1.00 0.63 0.64 0.70 0.73 1 1.00 0.73 0.74 ID g 10 (254) 0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 ' 16 . 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 1 0.94 0.95 18 (457) 0.75 0.78 1.00 1.00 20 (508) 0.78 0.78 C') 22 (559) 0.81 0.81 - >24 (610) 0.83 0.84 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, 'AS' 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. If a reduction factor value lain 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 permlssabie edge distance, spacing and concrete thickness combinations. 3.35 Hilti, Inc. (US) 1-800-879-8000 1 www.ua.hilti.com I on espafioi 1-800-879.5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 Www.hllti.ca I Anchor Fastening Technical GuIde 2014 225 A o 1 Cj • ,.F ) C') Min. 4-1,2' 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8' typical ,-'.-- C .'-.•-'--- t _4_'____ I -' .-' '- I -' ) ) I Min. 3,000 psi sand-lightweight or normal-weight concrete •i j - - r i)U..1 i - -Z-- -J Upper -, • .' flute i; (valley) Minimum 20 gauge Mm 4-1/2" I 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 5/8" typical _ _.•. '.',,•. ', : i• " CJ • .' - ' ,• if,. ...• . •' ). N!'T Mm. 1-3/4" Min. 2- Min. 3,000 psi sand-lightweight ; or normal-weight concrete 1 --. F •- -- 1._i 1 Upper N' I . I flute " m. a \ Minimum 1vaIIvt - u gauge steel deck Lower flute (ridge) Max. 31/21 Min. 3/4"-/ Mm. 6" typical Figure 5 - Installation of KWIK Bolt TZ In the soffit of concrete over metal deck floor and roof assemblies - B Deck 226 HIM, Inc. (US) 1-800-879-8000 1 Www.us.hlltl.com I en espaflol 1 -800.879-5000 I Hitti (Canada) Corp. 1-800-363-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 S I S KWIK Bolt TZ Expansion Anchor 3.3.5 Table 26- Hiltl 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 - N8 Shear - Tension - 4N8 Shear - Nominal Effective Nominal anchor embed. embed. f' = 3000 psi I = 4000 psi 1 3000 psi f = 4000 psi f' = 3000 psi 1 4000 psi I = 3000 psi 1 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb N) lb (kN) 3/8 2 2-5/16 1,340 1,545 1,385 1,385 1.200 1.385 1,850 1.850 (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 4-7/16 4,260 4,920 3,925 3,925 (102) (113) (18.9) (21.9) (17.5) n/a (17.5) n/a n/a n/a Table 27 - Hitti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck1 ''7 Loadsaccording to Figure 4 Loads according to Figure 5 Tension - itN~ Shear - 4>V Tension - N0 Shear - 4V Nominal Effective Nominal anchor embed. embed. f' - 3000 psi tc 4000 psi f' = 3000 psi f' 4000 psi f' = 3000 psi f'c 4000 psi f'0 3000 psi f'0 = 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb cN) lb (kN) lb (kN) lb (kN) lb cN) 2 2-5/16 950 1,095 1,3858 1,3858 1,080 1,245 1,8508 1,8508 3/8 (51) (4.2) (4.9) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2 2-3/8 950 1,095 1,950 1,950 860 995 1,680 1,680 1 (51) (4.2) (4.9) (8.7) (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 1 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (14.3) (14.3) (8.7) (10.0) (11.4) (11.4) 3-1/8 3-9/16 1,300 1,500 2,9909 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 4-7/16 3,020 3,485 3,9258 3,9258 (102) (113) (13.4) (15.5) (17.5) (17.5) n/a n/a n/a n/a 1 See section 3.1.7.3 to convert design strength value to ASO value. - -- - 2 Linear interpolation between embedment depths and concrete compressive strengths Is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute Is 3 x h (effective embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 26 and 27 control. 7 Tabular values are for statIc loads only. For seismic loads, multiply cracked concrete tabular values by oI,, - 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: 3m-inch diameter - 0.63 5-inch diameter - a, = 0.94 F3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.ua.hlltl.com I on espaflol 1-800-879.5000 I Hiti (Canada) Corp. 1-800-363-4458 1 www.hllti.ca I Anchor Fastening Technical Guide 2014 227 3.3.5 KWIK Bolt TZ Expansion Anchor 1 • k , k '. •, -.• •., --'. i•.'_ . I) •• -• A 1 'I 1 4, / A T •': ':~-,' min. 3,000 psi sand-lightweight i - I .ornormal-weight concrete Mm / ,./\ Minimum 5/8 - (valley) 20 gauge A Typical steel deck S L Lower flute (ridge) Figure 6- Installation of the KWIK Bolt 12 on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 28- Hilt! KWIK Bolt 12 carbon steel design strength in the top of uncracked concrete over metal deckl.2M Tension - Shear - Nominal Effective Nominal anchor embed. embed. f = 3000 psi 1 = 4000 psi f 3000 psi I 4000 psi diameter in. (mm) in. (mm) lb QcN) lb (kN) 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 - Hilt! KWIK Bolt 12 carbon steel design strength in the top of cracked concrete over metal deck15 Tension - 4N Shear - Nominal Effective Nominal anchor embed. embed. I = 3000 psi I = 4000 psi f, 3000 psi f' = 4000 psi diameter in. (mm) in. (mm) lb (kN) 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) (9.5) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 (51) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors In tables 30 and 31 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by As as follows: for sand-lightweight, X = 0.68; for all-lightweight, A, - 0.60 5 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a, 0.75. See section 3.1.7.4 for additional information on seismic app ications. 228 Ititti, Inc. (US) 1-800-879-8000 1 www.us.hllU.com I an espafiol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2014 S S S 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 deck12 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 shears .t toward edge II to edge factor in shear4 over metal deck fAN f f, f______ 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 d1 (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 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. hmm (mm) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) 3 (76) n/a n/a 0.33 n/a ri/a n/a 0.64 nJa 0.64 n/a n/a n/a ! 3-1/4 (83) n/a n/a 0.36 n/a n/a n/a 0.72 n/a 0.72 n/a 0.73 0.75 3-1/2 (89) n/a n/a 0.39 n/a n/a n/a 0.81 n/a 0.81 n/a 0.76 0.78 Q 4 (102) 0.83 n/a 0.44 n/a 0.67 ri/a 0.99 n/a 0.99 ri/a 0.81 0.84 ri/a 0.50 0.50 0.69 ri/a 1.00 1.00 1.00 1.00 5 (127) n/a 0.56 0.56 0.71 n/a C 4-1/2 (114)t O.92 5.1j2 (140) ri/a 0.61 0.61 0.73 n/a 6 (152) n/a 0.67 0.67 0.75 ri/a 6-1,2 (165) 1.00 0.72 0.72 0.77 0.78 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 1 CL 11 (279) - 0.95 0.98 12 (305) 1.00 1 1.00 1 Table 31 - Load adjustment factors for carbon steel KWIK Bolt TZ in the top of cracked concrete over metal deck 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 sheara I toward edge II to edge factor in shear4 over metal deck fAN fm JAy 1RV 'RV lily______ 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 da (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 2-5/16 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) 1 (60) (59) 1 (60) (59) 1 (60) 41 3 (76) n/a n/a 1.00 rya ri/a n/a 0.65 n/a 1.00 n/a n/a ri/a 3-1/4 (83) n/a IRD n/a I n/a n/a n/a 0.73 n/a ri/a 0.74 0.76 3-1/2 (89) n/a n/a /a n/a n/a 0.82 n/a n/a 0.76 0.79 4 (102) 0.83 n/a /a 0.67 ri/a 1.00 n/a n/a 0.82 0.84 4-1/2 (114) 0.88 n/a 00 0.69 n/a 1.00 (127) 0.92 ri/a :Mn ___ 1.00 5 0.71 ri/a 5-1/2 (140) 0.96 n/a ____ 0.73 6 (152) 1.00 n/ag ri/a n/a 6-1,2 ___ 0.75 (165) 1.00 0.77 0.79 = 7 (178) 0.79 0.81 - 8(203) 0.83 0.85 CD 9 (229) 0.87 0.90 10(254) 0.92 0.94 a 11(2791 _______ 1 _______ _______ _______ 0.96 0.98 12(305) 1 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 Hllti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, I NV, assumes an influence of a nearby edge. if no edge exists, then lAy m f. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. if no edge exists, then f w - 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. S 3.3.5 Hilti, Inc. (US) 1-800-879-8000 I www.us.hiiti.com I en espafioi 1-800-879-5000 I Hiti (Canada) Corp. 1-800-363-4458 1 www.hlttLca I Anchor Fastening Technical Guide 2014 229 Mechanical Anchoring Systerns 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 1<3-12 $8316 3/8x3 3 7/8 50 KB-TZ 3/8x3-3/4 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/8x3-3/4 3-3/4 1.5/8 50 KB-TZ 3/8x5 KB-TZ SS304 3/86 5 2-7/8 50 KB-TZ 1/2x3-3/4 KB-TZ SS304 1,2x3-3/4 KB-TZ 8S316 1/2x3-3/4 3-3/4 1-5/8 20 KB-TZ 112x4-1t2 KB-TZ SS304 1,2x4-112 KB-TZ SS316 1/2x4-1/2 4-1,2 2-3/8 20 KB-TZ 1/24-112 KB-TZ SS304 1/2x5-1,2 KB-IZ 88316 1/2x5-1/2 5-1,2 3-3/8 20 KB-TZ 1,2x7 KB-TZ SS304 1/2x7 7 4-7/8 20 KB-TZ 5/8x4-3/4 KB-TZ 8S304 5/8x4-3/4 KB-TZ 58316 5/8x4-3/4 4-3/4 1-1/2 15 KB-1Z 5/8x6 KB-TZ SS304 5/8x6 KB-TZ 8S316 5/8x6 6 2-3/4 15 KB-TZ 5/8x8-1/2 KB-TZ 58304 5/8x8-1/2 8-1/2 5-1/4 15 KB-TZ 5/8x10 KB-TZ SS304 5/8x10 10 6-3/4 15 KB-TZ 3/4x5-1/2 KB-TZ S53043/4x5-1/2 KB-TZ SS3163/4x5-1/2 51/2 1-1/2 10 KB-TZ 3/4x8 KB-TZ SS304 3/4x8 8 4 10 KB-TZ 3/4x10 KB-TZ S8304 3/4x10 KB-TZ SS316 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 D E F 0 H I J K L M N 0 P 0 R S I U V W bolt head______ Length From LL Ji 15 Of anchor, Up to but not 221433I444145514661477 1/2 8814991410111213141516 including Figure 7 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment S n 230 HIlt), Inc. (US) 1-800-879-8000 1 www.us.hllu.com I en espafiol 1-8.00-879-5000 1 HIS (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014