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HomeMy WebLinkAbout2501 EL CAMINO REAL; 204; FPC2017-0170; PermitPERMIT REPORT ("'City of Carlsbad Print Date: 01/13/2022 Permit No: FPC2017-0170 Job Address: 2501 EL CAMINO REAL, #204, CARLSBAD, CA 92008-1208 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 1563020900 Track #: Applied: 06/19/2017 Valuation: $352,335.68 Lot #: Issued: 07/24/2017 Occupancy Group: Project #: Finaled Close Out: 02/02/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: ISLANDS RESTAURANT -SPRINKLER TI (49 HEADS) Applicant: CoApplicant: TOP LINE FIRE PROTECTION INC TOP LINE FIRE PROTECTION INC-INACTIVE MICHAEL HAZIZA 13844 ALTON PKWY, U STE 133 13844 ALTON PKWY, U STE 133 IRVINE, CA 92618-1620 IRVINE, CA 92618-1620 (949) 382-6500 (949) 299-7949 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov 2TED APPROVED Approval Details and Limitations, ebsfte at www.anvilintl.com or Anvil- Sales Representative. FPC2-011-O( <E~~ DUCTILE IRON THREADED FITTINGS (~)ANVIL FIG, 3201 900 Elbow FIGURE 3}1III 900 ELBOW Nominal Size Maximum Working PressureA Dimension A Approx. Wt. Each In. (mm) PSI (kPa) In. (mm) th. (kg) 1 500 1.50 0.62 20 3450 38.10 0.28 1¼ 500 1.75 0.90 32 3450 44.45 0.41 11/2 500 1.94 1.20 40 8450 49.276 0,54 2 500 2.25 1.85 Dimensions: ASME B 16.3 Material: ASIM A536 Grade 65-45.12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. 50 3450 57.15 0.84 NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the Therefore, over tightening can cause damage to pipe threads which may cause latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or leakage. Ductile iron fittings should be tightened approximately three turns beyond contact your local Anvil Representative, hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: (]Approved Address: Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 200R (Import) - "Trimline" Adjustable Band Hanger wlRetainer Ring Size Range - 1/2' thru 811 pipe Material - Carbon Steel, Mu. 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" thru 2") 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 eas- ily installed around pipe. (21/2" thru 81) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650"F Finish - Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 2% 400 11 3/4 3/8 8mm or 10mm 31/a 21h 400 11 1 3/8 8mm or 10mm 346 2% 400 12 11/4 3/8 8mm or 10mm 3:164 24 400 13 1½ 3/8 8mm or 10mm 37A 27A 400 14 2 3/8 8mm or 10mm 4½ 3 400 15 21h 3/8 10mm 5% 41A 600 27 3 3/8 10mm 57/s 4 600 29 314 3/5 10mm 7% 514 600 34 4 3/8 10mm No 5 1000 35 5 1/2 12mm 91A 6¼ 1250 66 6 1/2 12mm 1014 6V4 1250 73 8 1/2 12mm 131A 8V4 1250 136 OFFICEIMANUFACTURING FACILiTY. 1315 SAMPSON AVE. • CORONA, CA 92879 • PH: 951,737.5599 • FAX: 951.731.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com C®US US000 Fig. 200H - Heavy Duty Band Hanger (for Trapeze) Size Range - 2' thru 4" trapeze pipe size. Used to support up to 8" pipe. For 6" and 8' trapeze pipe, consult factory. Material - Carbon Steel - Pre-Galvanized to G40 Spec Function —Designed primarily to support substantially heavier loads than is normally - intended for the nominal hanger size. Used extensively to support trapeze installations and the increased loads from bQfli above and below the trapeze assembly. Features - Furnished with 3/8U or 1/2" adjusting threaded ring nut. Approvals - Underwriters' Laboratories listed In the USA (UL) and Canada" (cUL). Conforms to Federal Specification WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Pre-Galvanized Order By - Figure number, pipe size and rod size. Important Design Note - Because of the increased loads applied to the trapeze assem- bly, b= the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads Intended*. Dimensions • Weights Trapeze Rod Size **Max. Rec. Pipe Size Size A B Load Lbs. 2 3/8 We 37/s2 1250 2 1/2 42ya 3¼ 1250 2½ 3/8 5We 32%2 1250 21h 1/2 5% 37/e 1250 3 3/8 5Y4 327k 1250 3 1/2 57/a 331M 1250 4 3/8 57 471e 1250 4 112 TIM 41%2 1250 Select trapeze pipe size based on section modulus required for span of trapeze per Information provided in NFPA 13 (2002) Table 9.1.1.6.1 (a and b). All sizes are UL Listed to support up to 8" pipe at max spacing per NFPA 13. D OFFICEIMANUFACIURING FACILITY. 1375 SAMPSON AVE. • CORONA. CA 92979 • PH: 951.737.559.9 • FAX: 9517370330 CUSTOMER SERVICE • 830.798.5266 www.totCo.com Fig. 200WON - "Trimline" Adjustable Band Hanger w/o Swivel Nut Size Range - 1/20 thru 80 pipe Material - Carbon Steel Function - Recommended for the suspension of fire sprinkler and non-insulated pipe or insulated pipe with Fig. 220 shield. Generally installed with two hex nuts. Features - Flared edges on sizes 1/2' thru 2". Eases installation and protects CPVC pipe from any abrasion. Approvals - Underwriters' Laboratories listed (1/2" thru 8°) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe. Conforms to Federal Specifications WW-171 E, Type 7 and Manufacturers Standardization Society SP-69, Type 7 Maximum Temperature - 650°F Finish - Mu. Galvanized to G-90 Note - Available in Stainless Steel materials Order By - Figure number and pipe size L1 A C®uS 118180 Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size A B C Load Lbs. WtJ100 1/2 3/8 21h 2 400 8 3/4 3/8 21h 2 400 8 1 318 27A 21A 400 9 11/4 3/8 3¼ 21h 400 10 1½ 3/8 31h 21h 400 11 2 3/8 3% 21h 400 12 21/2 3/8 51A 3% 600 24 3 3/8 5% 31h 600 27 31h 3/8 6:V4 45A 600 32 4 3/8 6% 41A 1000 33 5 1/2 8% 51h 1250 60 6 1/2 946 6 1250 68 8 1/2 123A 8 1250 130 ornCEIMANuFAC1'JRING FACIUTY • 1375 SAMI3SON AVE. • CORONA, CA 92979 • PH: 951.737.5500 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.788.5268 www.wlco.com 974 Youngstown Tube Company Schedule 40 Page 1 of 1 Schedule 40 Sprinkler Pipe Youngstown Tube manufactures Schedule 40 pipe in sizes 1" thru 2" using only high quality domestic steel coils. This ensures a uniform superior product for threading, roll grooving, welding or plain end uses. Youngstown Tube's schedule 40 pipe is produced under ASTM A135/A795 Type E, Grade A, NH standards. Every piece is Eddy-Current tested and conforms to internal SPC testing and recording. Youngstown Tube Schedule 40 steel sprinkler pipe is coated with a waterbased black enamel coating, YTC Guard® antimicrobial coating and a continuous color coded red stencil, and stored indoors ready for immediate shipment. Approvals UL Listed CUL Listed FM Approved Youngstown Tube schedule 40 pipe meets the rigorous testing and certification processes of Underwriters Laboratory and Factory Mutual for steel sprinkler pipe with working pressures of 300 psi or less. It also meets the requirements of NFPA 13 and can be used in wet, dry, deluge and preaction systems. Schedule 40 Pipe Pipe Pipe $ominal [Weight per Standard 1Tes1 Weight UL per per per Threaded Size OD ID Wall [ Foot Length [Bundle] Bundle Bundle CRR 1 1.315 1.049 .133 1.68 21 61 1,281 2,152 11.00 1 '/4 1.660 1.380 .140 ( 2.27 61 21 1,281 2,907 1.00 1 'A 1.900 1L610 ( .145 2.72 21 .i±. .2. ! Li .=F-2.-3-7-5 2.067 .154 3.65 21 37 7 7-77 25836 1.00 Youngstown Tube Company 401 Andrews Avenue Youngstown, Ohio 44505 1-866-The-Tube www.youngstowntube.com YoungstownTubeCompanyHomePage Back http://www.youngstowntube.com/sch40_page.html 12/28/2015 The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 17. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. US: http://submittals.us.hilti.com/PTGVoI2/ CA: http://submittals.us.hilti.com/PTGVol2CA/ To consult directly with a team member regarding our anchor fastening products, contact Hilti's team of technical support specialists between the hours of 7:00am - 6:00pm CST. US: 877-749-6337 or HNATechnicalServiceshilti.com CA: 1-800-363-4458, ext. 6 or CATechnicalSeMces(hilti.com Hilti, Inc. 7250 Dallas Parkway, Suite 1000 Plano, TX 75024 1-800-879-8000 www.hilti.com KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.1 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-, 1/2-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, lightweight concrete over metal deck and grout-filled concrete masonry. Guide specifications Torque controlled expansion anchors shall be KWIK Bolt TZ (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIK Bolt TZ. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut, washer, and expansion sleeve conform to type 316 stainless steel. Product features Product and length identification marks facilitate quality control after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Type 316 stainless steel wedges provide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACI 318-14 Section 2.3. ACl 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 3.3.5.1 Product description 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation instructions 3.3.5.5 Ordering information Impact section dog point Nut - Washer - Red mark Anchor thread Anchor body Stainless steel expansion sleeve (wedges) Expansion - cone Listinas/AoDrovals ICC-ES (International Code Council) ESR-1917, ESR-3785, ESL-1067 City of Los Angeles Research Report No. 25701 Research Report No. 26057 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 ULLLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 FM c L US &4D:J ICC Independent code evaluation IBC®/ IRC® 2015 IBC® / IRC® 2012 lBC®/ IRC® 2009 IBC- /IRC®2006 National Building Code of Canada 2015 National Building Code of Canada 2010 3-3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hllti.com I Anchor Fastening Technical Guide Ed. 17 277 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.2 Material specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear b) Tension (Ib) 3/8 NA 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 17,535 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (Ib) Tension (lb) 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 for tvoe 304 anchors are made from tvoe 304 stainless. All nuts and washers for type 316 anchors are made from type 316 stainless. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion sleeve (wedges) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively. 3.3.5.3 Technical data 3.3.5.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR-1917 and the equations within ACl 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR-1 917 are not contained in this section, but can be found at www.icc-es.org or at www.hilti.com. 278 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 Mechanical Anchoring Systems KWII( Bolt TZ Expansion Anchor 3.3.5 Table 1 - Hilti KWIK Bolt TZ carbon steel specifications Setting Nominal anchor diameter d 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit diameter d5 in. 3/8 1/2 5/8 3/4 Minimum nominal in. 1-13/16 2-5/16 3-1/16 2-3/8 3-5/8 3-9/16 4-7/16 3-13/16 4-5/16 5-5/16 embedment h norn (mm) (46) (59) (78) (60) (91) (91) (113) (97) (110) (135) Effective minimum in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 embedment h0, (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) in. 2 2-5/8 3-3/8 2-5/8 4 3-3/4 4-3/4 4 4-5/8 5-3/4 Mm. hole depth h0 (mm) (51) (67) (83) (67) (102) (95) (121) (102) (117) (146) Mm. thickness in. 0 0 0 3/4 1/4 3/8 3/4 0 0 7/8 of fixture' tnn (mm) (0) (0) (0) (19) (6) (9) (19) (0) (0) (23) Max. thickness in. 2-13/16 2-5/16 1-9/16 4 2-3/4 5-5/8 4-3/4 5-9/16 4-15/16 3-15/16 of fixture Lx (mm) (71) (59) (40) (101) (70) (143) (121) (141) (125) (100) Installation torque Tin. ft-lb 25 40 60 110 (concrete) (Nm) (34) (54) (81) (149) Installation torque T, ft-lb n/a I 15 I I I n/a 25 35 n/a I 70 I (masonry) (Nm) (20) (34) (47) I (95) Fixture hole dh in. 7/16 9/16 11/16 13/16 diameter (mm) (11.1) (14.3) (17.5) (20.6) Available anchor in. 3 3-3/4 I 5 3-3/4I4 -1/2[51/2l 7 4-3/41 6 8-1/21 10 5-1/2 7 I 8 I 10 lengths (mm) (76) I (95) (127) (95) (114) (140) 1(178) (121) (152) (216) 1(254) (140) (178) 1(203) (254) Threaded length in. 1-1/2 I 2-1/4 I 3-1/2 1-1/22-3/4 5-1/46-3/4 2-1/2 4 5 7 including dog point (mm) (38) I I (57) I I (89) (41) (60) 1-5/8I2.3/8j.3/8 4-7/8 (86) (124) (38) (70) (133) (171) (63) (103) (128) (179) in. 1-1/2 2-1/8 3-1/4 3 Unthreaded length I, (mm) (39) (54) (83) (77) 1 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWlK Bolt 12 anchors ar e i n s t a l l e d a t 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 t h e b o t t o m o f the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly. Figure 1 - Hilti KWlK Bolt TZ specifications ethread dh / €anch eunthr tL- 1 h lop,ef I-' "nom _h dbit Hilti, Inc. (US) 1-800-879-8000 1 www.hiltl.com I en español 1-800-879-5000 1 HUll (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 279 3.3.5 KWIK Bolt TZ Expansion Anchor Table 2 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete1'45 Nominal Tension - Shear - anchor Effective Nominal diameter embed. embed. f' 2,500 psi I = 3,000 psi f'C = 4,000 psi I = 6,000 psi f' 2,500 psi f' = 3,000 psi I' = 4,000 psi f = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,185 1,300 1,500 1,835 1,545 1,690 1,950 2,390 (38) (46) (5.3) (5.8) (6.7) (8.2) (6.9) (7.5) (8.7) (10.6) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 38 / (51) (59) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2-3/4 3-1/16 2,670 2,925 3,380 4,140 7,660 8,395 9,690 11,870 (70) (78) (11.9) (13.0) (15.0) (18.4) (34.1) (37.3) (43.1) (52.8) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250 (83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 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) 3-1/4 3-13/16 4,570 5,005 5,780 7,080 9,845 10,785 12,450 15,250 (83) (97) (20.3) (22.3) (25.7) (31.5) (43.8) (48.0) (55.4) (67.8) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 /4 (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' 2'3' Nominal Tension - Shear - anchor Effective Nominal diameter embed. embed. f' = 2,500 psi fc = 3,000 psi I = 4,000 psi IC = 6,000 psi I = 2,500 psi I = 3,000 psi I = 4,000 psi I = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 860 940 11085 1,330 1,095 1,195 1,385 1,695 (38) (46) (3.8) (4.2) (4.8) (5.9) (4.9) (5.3) (6.2) (7.5) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 3/8 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 2-3/4 3-1/8 2,050 2,245 2,595 3,175 5,425 5,945 6,865 8,405 (70) (79) (9.1) (10.0) (11.5) (14.1) (24.1) (26.4) (30.5) (37.4) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-1/4 3-13/16 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (97) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 3/4 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 6 to 13 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabul a r values in tension only by 0NCC= = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 280 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors1-2 Nominal anchor diameter Tensile 4)N' Shear 4)V 4 Seismic shear 4)V,5 in Effective embedment in. (mm) lb (kN) lb (kN) lb (kN) 1-1/2 4,875 1,415 1,415 (38) (21.7) (6.3) (6.3) 38 / 2 2-3/4 4,875 2,335 1,465 (51) (70) (21.7) (10.4) (6.5) 2 3-1/4 8,030 3,570 3,570 1/2 (51) (83) (35.7) (15.9) (15.9) 3-1/8 4 12,880 5,260 4,940 5/8 (79) (102) (57.3) (23.4) (22.0) 3-1/4 3-3/4 4-3/4 18,840 8,890 7,635 3/4 (83) (95) (121) (83.8) (39.5) (34.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt 12 carbon steel anchors are to be considered ductile steel elements. 3 Tensile 4)N = (P A f as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with 4)V < 4) 0.60 A.,v f as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4)V <4) 0.60 A.,v f as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. For a specific edge distance, the permitted spacing is calculated as follows: Figure 2 Anchors not permitted I 4rI' in shaded area I I Case I, \ / Case 1 Sn,r Concrete p Edge at Sd.ignl ------- ----------------- - at Cdgn edge distance c s s + (Sm - Smln2) (c - Cmin2) mn,2 (c - Cmi 2) min,1 Table 5 - Carbon steel Hilti KWIK Bolt TZ installation parameters' Setting - Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4.3/4 embedment h (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Mm. member h " in. 3.1/4 4 5 5 4 6 6 8 5 6 8 1 5-1/2 6 1 8 8 thickness (mm) (83) (102) (127) (127) (102) (152) (152) (203) (127) (152) (203) (140) (152) (203) (203) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 cfl,fl1 (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) Case for in. 8 5 5 5-3/4 53/4 6-1/8 5-7/8 5 101/2 - 87/8 (mm) (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) in. 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 C=fl2 (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) Case 2 for in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3.1/2 3 5 5 4 S,2 (mm) (203) (64) (64) (70) (60) (89) (76) (127) (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 c 1 <c < c,,,2, will determine the permissible spacings. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 281 3.3.5 KWIK Bolt TZ Expansion Anchor Table 6 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete',' Edge distance in shear 3/8-in. KB-TZ CS II To and away uncracked Spacing factor Edge distance factor Spacing factor Conc. thickness factor concrete in tension in tension in shear' .L Toward edge from edge in shear' 1434 1RN 'AN fF43 IAN 1434 Effective in. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 embed. h, (mm) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) 1 (38) (51) (70) Nominal in. 1-13/16 2-5/16 3-1/8 1-13/11' 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 embed. h (mm) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) 2-1,2 (64) n/a 0.71 0.65 n/a 0.60 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.60 0.32 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 0.69 0.79 n/a 0.62 0.56 n/a 0.64 0.21 n/a 0.69 0.42 n/a n/a n/a 3-1/2 (89) n/a 0.79 0.71 n/a 0.80 0.88 n/a 0.64 0.57 n/a 0.81 027 n/a 0.81 0.53 0.62 n/a n/a 3-5/8 (92) n/a 0.80 0.72 n/a 0.83 0.91 n/a 0.65 0.57 n/a 0.85 0.28 n/a 0.85 0.56 0.63 n/a n/a 4 (102) n/a 0.83 0.74 n/a 0.91 0.98 n/a 0.67 0.58 n/a 0.99 0.33 n/a 0.99 0.65 0.67 0.81 n/a - 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 1.00 n/a 0.69 0.59 n/a 1.00 0.39 n/a 1.00 0.78 0.71 0.86 n/a 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.91 0.75 0.91 0.63 5-1,2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.95 0.66 ID MM 6 (152) n/a tOO 0.56 n/a - - n/a 0.75 0.52 n/a - 060 n/a - - 0.52 tOO 0.59 . 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.74 8 (203) 1.00 0.98 1.00 0.72 0.83 0.66 1.00 0.92 1.00 0.94 0.80 Ca CL 10 (254) 1.00 0.78 0.91 0.70 1.00 0.89 11 (279) 1.00 0.81 0.95 0.72 0.93 12 (305) 1.00 0.83 1.00 0.74 0.97 13 (330) 1.00 0.86 1.00 0.76 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concret&'2 Edge distance in shear 3/8-in. KB-TZ CS - - II To and away cracked Spacing factor Edge distance factor Spacing factor Conc. thickness factor concrete in tension in tension in sheaff ± Toward edge from edge in shear4 'AN 'RN IAN fF34 IAN 'NV Effective in. 1-1,2 2 2-3/4 1-1/2 2 2-3/4 1.1i2 2 2-3/4 1.1/2 2 2-3/4 1-1/2 2 2-3/4 1-12 2 2-3/4 embed. hA (mm) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) Nominal in. 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3.1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/11' 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 embed. he,,, (mm) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) 1 (46) (59) (79) (46) (59) (79) 2-1,2 (64) n/a 0.71 0.65 n/a 0.87 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.87 0.33 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 1.00 0.79 n/a 0.62 0.56 n/a 0.65 0.21 n/a 1.00 0.43 n/a n/a n/a 3-1,2 (89) n/a 0.79 0.71 n/a 1.00 0.88 n/a 0.65 0.57 n/a 0.82 0.27 n/a 1.00 0.54 0.62 n/a n/a 3-5/8 (92) n/a 0.80 0.72 n/a 1.00 0.91 n/a 0.65 0.57 n/a 0.86 0.28 n/a 1.00 0.57 0.63 n/a n/a 4(102)8 0.560 2 n/a 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 n/a 0.69 0.59 n/a 0.39 n/a 0.79 0.71 0.87 -- n/a 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a - 0.92 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.96 0.66 6 (152) n/a tOO 0.86 n/a 0J5 0.62 n, 0.61 n/a 0.82 1.00 -- 0.59 . -p 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.75 8 (203) 1.000 0.98 1.00 0.72 0.83 0.66 1.00 0.93 1.00 0.94 0.80 9 (229)t000 10 05 0.87 0.88 10 1.00 085 CIL 10 (254) 1.000 0.78 0.92 0.70 0.89 11 (279) 1.000 0.81 0.96 0.72 0.94 12 (305) 1.000 0.83 1.00 0.74 0.98 13 (330) 1.000 0.86 0.76 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, 1AN' assumes an influence of a nearby edge. If no edge exists, then fAV fAN• 4 Concrete thickness reduction factor in shear, f RN. assumes an influence of a nearby edge. If no edge exists, then fHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 282 Hitti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800.879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 8- Load adjustment factors for 1/2-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete 1/2-in. KB-TZ CS uncracked concrete Spacing factor in tension IAN Edge distance factor in tension 1RN Spacing factor in shear' lAy Edge distance in shear Conc. thickness fac- tor in shear' fRy I toward edge fRy 11to and away from edge fF4/ Effective in. embed. h (mm) 2 (51) 3-1/4 (83) 2 1 (51) 3-1/4 (83) 2 1 (51) 3-1/4 (83) 2 1 (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) 2-3/8 (60) n/a 0.62 n/a 0.41 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64) n/a 0.63 n/a 0.42 n/a 0.55 n/a 0.14 n/a 028 n/a n/a 2-3/4 (70) 0.73 0.64 0.51 0.44 0.62 0.55 0.51 0.16 0.51 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 0.37 n/a r'a t 3-1,2 (89) 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102)0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 5 4-1/8 (105)0.71 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 n/a 4-1/2 (114)0.73 flO.84 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a .g. 5 (127)0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a 5-1,2 (140)0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a 5-3/4 (146)0.79 0.77 0.75 1 0.60 0.49 0.77 1 1.00 n/a _J 1.00 1 0.81 0.80 0.76 0.61 0.53 0.80 0.66 (178) _______ 0.86 _______ 0.93 0.81 0.63 _______ 0.66 _______ 0.93 _______ 0.71 8 (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 - (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.89 Cl) 12 (305) 1.00 0.72 0.93 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 >20 (508) 0.86 Table 9 - Load adjustment factors for 1/2-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete' '2 1i2-in. KB-TZ CS cracked concrete Spacing factor in tension 1AN Edge distance factor in tension IAN Spacing factor in shear' fAA Edge distance in shear Conc. thickness fac- tor in shear' fl/V I toward edge IRA II to and away from edge IRA Effective in. embed. h (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 1 (51) 3-1/4 (83) 2 1 (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) 2-3/8 (60) n/a 0.62 n/a 0.63 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64) n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (70) 0.73 0.64 0.93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a n/a 3 (76) 0.75 0.65 tOO 0.71 0.63 0.55 0.71 0.19 1.00 0.38 n/a n/a 3-1/2 (89) 0.79 0.68 1.00 0.79 0.65 0.56 1 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 1.00 0.29 1.00 0.58 0.84 n/a 5 4-1/8 (105) 0.84 1 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 n/a '-? 4-1/2 (114) 0.88 1 0.73 0.94 0.70 0.58 0.34 0.69 0.89 n/a - 5 (127) 0.92 0.76 1.00 0.72 0.59 0.40 0.81 0.94 n/a 5-1/2 (140) 0.96 0.78 0.74 0.60 0.47 0.93 0.98 n/a .. 5-3/4 (146) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a 5 6 (152) 1.00 0.81 0.76 1 0.61 0.53 1.00 0.66 7 (178) 0.86 0.81 0.63 0.67 0.71 8 (203)__ 0.91 0.85 0.65 0.82 0.76 9 (229) 0.96 0.90 0.66 0.98 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.90 Cl) 12 (305) 1.00 0.72 0.94 14 (356) 0.76 1.00 16 (406) 0.79 18 (457) 1 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 v e r y c o n s e r v a t i v e . To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAA' assumes an influence of a nearby edge. If no edge exists, then fRy = 4 Concrete thickness reduction factor in shear, fw assumes an influence of a nearby edge. If no edge exists, then fHV = 1 .0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice vers a ) . Check with table 5 and figure 2 of this Section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilt (Canada) Corp. 1-800-363-4458 1 www.hiltl.com I Anchor Fastening Technical Guide Ed. 17 283 3.3.5 KWIK Bolt TZ Expansion Anchor Table 10 - Load adjustment factors for 5/8-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concret&' 5/8-in. KB-TZ CS uncracked concrete Spacing factor in tension f. Edge distance factor in tension f RN Spacing factor in shear3 Edge distance in shear Conc. thickness fac- tor in shear' 'NV I toward edge 11to and away from edge Effective in. embed. hN (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 1 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 1 (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 n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.46 n/a 0.55 n/a 0.17 n/a 0.34 n/a n/a 3-1/2 (89) 0.69 0.65 n/a 0.48 0.57 0.56 n/a 0.19 n/a 0.38 n/a n/a 3-5/8 (92) 0.69 0.65 0.60 0.48 0.57 0.56 0.28 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 1 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 1 n/a n/a 29 5 (127) 0.77 0.71 0.77 1 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 1 0.59 0.52 0.38 0.85 0.64 0.66 n/a . ..!.. 5-7/8 (149) 0.81 0.74 0.90 0.67 0.62 0.59 0.57 0.42 0.90 0.67 0.68 n/a ' 6 (152) 0.82 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 6-1/8 (156) 0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 j 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 1 0.89 0.80 tM 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.77 0.72 1.00 0.94 CL 16 (406) 0.81 0.75 1.00 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 Hilti KWIK Bolt TZ in cracked concret&' 5/8-in. KB-TZ CS cracked concrete Spacing factor In tension Edge distance factor in tension 1 RN Spacing factor in shear' fAN Edge distance in shear Conc. thickness fac- tor in shear4 'NV_____ J toward edge f AN II to and away from edge f Effective in. embed. h, (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 1 (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 n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3.1/4 (83) n/a 0.64 n/a 0.66 n/a 0.55 n/a 0.17 n/a 0.35 n/a n/a 3-1/2 (89) 0.69 1 0.65 n/a 0.69 0.57 0.56 n/a 0.19 n/a 0.39 n/a n/a 3-5/8 (92) 0.69 1 0.65 0.83 0.71 0.57 0.56 0.28 0.20 0.56 0.41 n/a n/a 4 (102) 0.71 1 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 1 n/a n/a 4-1/4 (108) 0.73 1 0.68 0.93 0.78 0.58 0.57 0.36 0.26 0.71 0.52 n/a n/a 0 4-12 (114) 0.74 1 0.69 0.97 0.81 0.59 0.57 0.39 0.28 1 0.78 0.56 n/a n/a -' 4-3/4 (121) 0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 n/a n/a , 5 (127) 0.77 0.71 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a --. 5-7/8 (149) 0.81 0.74 0.98 0.62 0.59 0.58 0.42 0.84 0.68 n/a ' 6 (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 6-1/8 (156) 0.83 0.76 0.62 0.60 0.62 0.45 0.89 1 0.69 0.62 . 8 (203) 0.93 0.83 0.66 0.63 0.92 0.67 1.00 0.79 0.71 10 (254) 1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.78 0.72 1.00 0.94 i 16 (406) 0.82 0.75 1.00 18 (457) 0.85 0.79 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - >24 (610) 0.97 0.88 1 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 conservat i v e . To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACl 318-14 Chapter 17. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then fAv = f. 4 Concrete thickness reduction factor in shear, f assumes an influence of a nearby edge. If no edge exists, then f v = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 284 1-lilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 1-tilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 12 - Load adjustment factors for 3/4-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete1'2 3/4-in. K13-TZ CS uncracked concrete Spacing factor in tension 'AN Edge distance factor in tension 'RN Spacing factor in shear' 'AV Edge distance in shear Conc. thickness factor in shear' IAN .1 toward edge I RV II to and away from edge fRy Effective in. embed. hd (mm) 3-1/4 (83) 3-3/4 (95) 43/4 (121) 3.1/4 (83) 33/4 (95) 4-3/4 (121) 3.1/4 1 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 1 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3.3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. h (mm) 3-13/16 (97) 4.5/16 (110) 5.9/16 (141) 3-13/1 (97) 4-5/16 (110) 5-9/16 (141) 3.13/16 (97) 4-5/16 (110) 5-9/16 (141) 3.13/16 (97) 4.5/16 (110) 5-9/16 (141) 3-13/1 (97) 4-5/16 (110) 5-9/16 (141) 3.13/16 (97) 4.5/16 (110) 5-9/16 (142) 4 (102) n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (105) n/a n/a 0.645 n/a n/a 0.546 n/a I n/a 0.558 n/a n/a 0.207 n/a n/a 0.414 n/a n/a n/a 4.1,2 (114) n/a n/a 0.658 n/a n/a 0.574 n/a n/a 0.564 n/a n/a 0.236 n/a n/a 0.472 n/a n/a n/a 4-3/4 (121) n/a n/a 0.667 n/a 0.495 0.594 n/a n/a 0.567 n/a 0.348 0.256 n/a 0.495 0.512 n/a n/a n/a 3i 5 (127) 0.756 0.722 0.675 n/a 0.514 0.613 0.569 0.587 0.571 n/a 0.376 0.276 n/a 0.514 0.552 n/a n/a n/a 5-1,2 (140) 0.782 0.744 0.693 n/a 0.553 0.653 11576 0.595 0.578 n/a 0.433 0.319 n/a 0.553 0.637 0.553 n/a n/a 8 6 (152) 0.808 0.767 0.711 n/a 0.600 0.695 0.583 0.604 0.585 n/a 0.494 0.363 n/a 0.600 0.695 1 0.577 0.645 n/a 7 (178) 0.859 0.811 0.746 n/a 0.700 0.781 0.597 0.621 0.599 n/a 0.622 0.458 n/a 0.700 0.781 0.624 0.697 n/a - 7-3/4 (197) 0.897 0.844 0.772 n/a 0.775 0.861 0.608 1 0.634 0.610 n/a 0.725 0.533 n/a 0.775 0.861 0.656 0.733 n/a 8 (203) 0.910 0.856 0.781 n/a 0.800 0.889 0.611 0.639 0.613 n/a 0.7600.559ri/a0.8000.8890.6670.7450.673 8-7/8 (225) 0.955 0.894 0.811 n/a 0.888 0.986 0.623 0.654 0.625 n/a 0.888 0.653 n/a 0.888 0.986 0.702 0.785 0.708 a 9.1/2 (241) 0.987 0.922 0.833 0.792 0.950 1.000 0.632 0.665 0.634 0.704 0.984 0.723 0.792 0.984 1.000 0.726 0.812 0.733 . 10 (254) 1.000 0.944 0.851 0.833 1.000 0.639 0.674 0.641 0.761 1.000 0.781 0.833 1.000 0.745 0.833 0.752 10-1/2 (267) 0.967 0.868 0.875 0.646 0.682 0.648 0.818 0.841 0.875 0.764 0.854 0.771 12 (305) t000 11921 t000 11667 0.708 0.670 1.000 - 1.000 1 1.000 - 0.816 0.913 0.824 14 (356) 0.991 0.694 0.743 0.698 0.882 0.986 0.890 16 (406) - 1.000 0.722 0.778 0.726 0.943 1.000 0.951 18 (457) - - 0.750 0.812 0.754 1.000 1.000 20 (508) - 0.778 0.847 0.783 22 (559) 0.806 0.882 1 0.811 - >24 (610) - - - - - - 0.833 0.916 1 0.839 1- - - - - - - - - Table 13 - Load adjustment factors for 3/4-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete'-' Edge distance in shear 3/4-in. KB-TZ CS Spacing factor Edge distance factor Spacing factor Conc. thickness factor II to and away cracked concrete in tension in tension in sheaff .i. toward edge from edge in shear3 f I RN 'AV '1W IRV fRy Effective in. 3-1/4 3.3/4 4-3/4 3-1/4 3-3/4 4.3/4 3-1/4 3-3/4 4.3/4 3-1/4 3-3/4 4.3/4 3-1/4 3.3/4 4-3/4 3-1/4 3-3/4 4-3/4 embed. h (mm) 1 (83) (95) (121) (83) (95) (121) (83) (95) (121) (83) (95) (121) (83) (95) (121) (83) (95) (121) Nominal in. 3-13/16 4-5/16 5-9/16 3.13/1 4.5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3-13/16 4-5/16 5-9/16 3.13/16 4-5/16 5.9/16 embed. h,y,, (mm) (97) (110) (141) (97) (110) (141) (97) (110) (141) (97) (110) (141) (97) (110) (141) (97) (110) (142) 4 (102) n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4.1/8 (105) n/a n/a 0.645 n/a n/a 0.690 n/a n/a 0.559 n/a n/a 0.209 n/a n/a 0.417 n/a n/a n/a 4.1/2 (114) n/a n/a 0.658 n/a n/a 0.726 n/a n/a 0.564 n/a n/a 0.238 n/a n/a 0.476 n/a n/a n/a 4.3/4 (121) n/a n/a 0.667 n/a 0.879 0.750 n/a n/a 0.568 n/a 0.351 0.258 n/a 0.701 0.516 n/a n/a n/a 5 (127) 0.756 0.722 0.675 n/a 0.913 0.775 0.599 0.587 0.571 n/a 0.379 0.279 n/a 0.757 0.557 n/a n n/a 5.1/2 (140) 0.782 0.744 0.693 n/a 0.982 0.825 0.609 0.596 0.578 n/a 0.437 0.321 n/a 0.874 0.643 0.659 n/a n/a 8 6 (152) 0.808 0.767 0.711 n/a 1.000 0.877 0.619 0.605 0.585 n/a 0.498 0.366 n/a 0.996 0.732 0.689 0.647 n/a ' 7 (178) 0.859 0.811 0.746 n/a 1.000 0.986 0.638 0.622 0.600 n/a 0.627 0.461 n/a 1.000 0.923 0.744 0.699 n/a * .g. 7.3/4 (197) 0.897 0.844 0.772 n/a 1.000 1.000 0.653 0.635 0.610 n/a 0.731 0.538 n/a - 1.000 0.783 0.735 n/a 8 (203) 0.910 0.856 0.781 1.0001 1.000 0.658 0.640 0.614 0.923 0.767 0.564 1.000 0.795 0.747 0.674 16 9 8.7/8(225)0.955 0.894 0.811 1.000 1.000 0.675 0.655 0.626 1.000 0.896 0.659 0.837 0.787 0.710 a 9.12 (241) 0.987 0.922 0.833 1.000 1.000 - 0.688 01666 0.635 01992 0.729 - 0.866 0.814 0.735 . 10 (254) 1.000 0.944 0.851 0.698 0.674 0.642 1.000 0.788 0.889 0.835 0.754 10-1/2 (267) 0.967 0.868 0.707 0.683 0.649 1 1 0.848 0.911 1 0.856 0.773 12 (305) 1.000 0.921 10.737 0.709 0.671 - 1.000 0.974 0.915 0.826 14 (356 - - 0.991 - 0.777 0.744 0.699 - 1.000 0.989 0.892 16 (406) 1.000 0.816 0.779 0.727 1.000 1 0.954 18 (457) 1 0.856 0.814 0.756 1.000 20 (508) 0.895 0.849 0.784 22 (559 0.935 0.884 0.813 EqEj >24 (610 0.974 0.919 0.841 - 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative . To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAv assumes an influence of a nearby edge. If no edge exists, then IAV = fAR' 4 Concrete thickness reduction factor in shear, f., assumes an influence of a nearby edge. If no edge exists, then I = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 3.3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 285 IMechanical Anchoring an 3.35 KWIK Bolt TZ Expansion Anchor Table 14 - Hilti KWIK Bolt TZ stainless steel specifications' Setting Nominal anchor diameter (in.) 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit diameter d in. 3/8 1/2 5/8 3/4 Nominal mm. in. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-5/16 embedment h nom (mm) (59) (60) (91) (91) (113) (110) (142) Effective mm. h 1 in. 2 2 3-1/4 3-1/8 4 33/4 43/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 Mm. hole depth ho (mm) (67) (67) (102) (95) (121) (117) (146) Mm. thickness in. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 of fixture' tfl1fl (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 of fixture (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque Tnt ft-lb 25 40 60 110 (concrete) (Nm) (34) (54) (81) (149) Installation torque T. ft-lb 15 25 35 70 (masonry) (Nm) (20) (34) (47) (95) Fixture hole in. 7/16 9/16 11/16 13/16 diameter d , (mm) (11.1) (14.3) (17.5) (20.6) Available in. 3 I 33/4 I 33/4 I 4-1/2 I 5-1/2 I 43/4 6 I 8.5 I 10 8 I 10 anchor lengths Lh (mm) (76) (95) (127) (95) I (114) (140) 1(178) (121) (152) (216) I (254) (140)203) 1(254) Threaded length in. 7/8 I 1-5/8 I 2-7/8 1-5/8 I 2-3/8 3-3/8 I 4-7/8 1-1/2 I 2-3/4 I 5-1/4 I 6-3/4 5-1/2 1(102) 1-1/2 I 6 including dog point (mm) (22) j (41) (73) (41) (60) (86) (124) (38) (70) (133) j (171) (38) (152) in. 2-1/8 2-1/8 3-1/4 4 Unthreaded length lr (mm) (54) 1(54) 1(83) (102) 1 Refer to figure 1 of this section for diagram of installation parameters 2 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 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. 286 1-lilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espahol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hifti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure in uncracked concrete' 2,3,4.5 Nominal Tension - 4N Shear - On anchor Effective Nominal diameter embed, embed. I = 2,500 psi I = 3,000 psi I = 4,000 psi I = 6,000 psi IC = 2,500 psi I = 3,000 psi IC = 4,000 psi I = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 3/8 (51) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (8.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 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 16 - Hilti KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure in cracked concret&Z3 Nominal Tension - Shear - anchor Effective Nominal diameter embed. embed. IC 2,500 psi IC = 3,000 psi IC = 4,000 psi IC = 6,000 psi IC = 2,500 psi IC = 3,000 psi IC = 4,000 psi IC = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-1/6 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.8.6 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in tabl e 1 7 . 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 AC as follows: for sand-lightweight, Aa = 0.68; for all-lightweight, AC = 0.60 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply c r a c k e d concrete tabular values in tension by the following reduction factors: 1/2-in diameter by 2-in effective embedment depth - = 0.64 All other sizes - = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hifti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 287 For a specific edge distance, the permitted spacing is calculated as follows: s s + (S1 - Smin2) (c - cmjn2) min,2 (cmjni - cmjn) Figure 3 Anchors not permitted in shaded area _Case 2 ZE I \ / 0 Case nn2 J "—Concrete fl,fl.1 Edge Dl . c. ats OL de Jgn c,, at s,1, 1n,2 cdfl edge distance c 3.3.5 KWIK Bolt TZ Expansion Anchor Table 17 - Steel strength for Hilti KWIK Bolt TZ stainless steel anchors'-2 Nominal anchor diameter Tensile 4)N 3 Shear 4)V 4 Seismic shear 4)V 0q5 in. lb (kN) lb (kN) lb (kN) 4,475 3,070 1,835 3/8 (19.9) (13.7) (8.2) 8,665 4,470 4,470 1/2 (38.5) (19.9) (19.9) 13,410 6,415 6,080 5/8 (59.7) (28.5) (27.0) 18,040 10,210 8,380 3/4 L (80.2) (45.4) (37.3) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt 17 stainless steel anchors are to be considered ductile steel elements. 3 Tensile 4)N = 4) A f as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with <4) 0.60 A., f as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4V < 4) 0.60 A.v f as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Table 18 - Stainless steel Hilti KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 — information Symbol Units Effective minimum in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment' (mm) (51) (51) (83) (79) (102) (95) (121) Mm. member thickness hml~ in. 415 I 416 I 618 I 5 1 68 I 618 8 (mm) (102) I (127) (102) (152) (152) I (203) jj (152) I (203) (152) I (203) J9 in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 (mm) (64) (73) (54) (83) (60) (108) (102) Case 1 for in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) iL in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) Case 2 for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 (mm) (57) (73) (51) JL1 (60) (127) 1 .ilL. 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 a n d C a s e 2 . Linear interpolation for a specific edge distance c, where c,1 <c< Cmin,21 will determine the permissible spacings. 288 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espatiol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 19 - Load adjustment factors for 3/8-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete 1,2 Edge Edge distance in shear Conc. II to and 3/8-in. KB-TZ SS Spacing distance Spacing thickness uncracked concrete factor factor in factor I toward away from factor in in tension tension in shear3 edge edge shear4 'AN 111N lAy fRy fr-RI IHV Effective in. 2 2 2 2 2 2 embed. h 1 (mm) (51) (51) (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) a, 2-1/4 (57) 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 U C 0 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a ° 3-1/2 (89) 0.79 0.80 1 0.64 0.81 0.81 n/a -E .9E 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 a, 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 CS , 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 _______ 0.73 0.95 (152) 1.00 0.75 1.00 V C 7 (178) - 0.79 - (203) 0.83 - (229) 0.87 03 - 10 (254) 0.91 U 0. 11 (279) _____ 0.95 12 (305) 1.00 Table 20 - Load adjustment factors for 3/8-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete'' Edge Edge distance in shear Conc. II to and 3/8-in. KB-TZ SS Spacing distance Spacing thickness cracked concrete factor factor in factor I toward away from factor in in tension tension in shear3 edge edge shear4 IAN 'RN IAV ICr-,! fRy 1HV Effective in. 2 2 2 2 2 2 embed. het (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) a, 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 0.71 0.87 0.60 0.49 0.87 n/a U C 0 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a . 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a -E .9.E 4 (102) 0.83 0.67 1.00 0.82 4-1/2 (114) 0.88 0.69 0.87 CS , 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 0.73 0.96 ) 6 (152) 1.00 0.75 1.00 CO a, V C 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 0) 10 (254) 0.92 (3 11 (279) CL 0.96 1 12 (305) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, f Av assumes an influence of a nearby edge. If no edge exists, then fAR = fAN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fr-,, = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hllti.com I Anchor Fastening Technical Guide Ed. 17 289 3.3.5 3.3.5 KWIK Bolt TZ Expansion Anchor Table 21 - Load adjustment factors for 1/2-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete 1,2 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension Edge distance factor in tension INN Spacing factor in shear' fV Edge distance in shear Conc. thickness fac- tor in shear4 INN I toward edge 'NV 11to and away from edge f Effective in. embed. h, (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1j8 (54) n/a 0.61 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 n/a n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a . 3-1/4 (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 0.23 0.64 0.47 n/a n/a § 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a -- 4.1,2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a . 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a • 5-1/4 (133) 0.94 0.77 0.95 0.70 0.73 0.60 0.95 0.43 0.95 0.70 0.96 n/a 5-112 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1 1.00 0.73 0.98 n/a 6 (152) 1.00 1 0.81 0.80 0.76 0.61 0.53 0.80 1.00 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 . (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 - (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1 1.00 0.85 11 (279) 0.98 0.70 0.89 12 (305) 1.00 0.72 0.93 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 - > 20 (508) 0.86 Table 22 - Load adjustment factors for 1/2-in, diameter stainless steel Hilti KWIK Bolt TZ In cracked concrete'2 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension fN4 Edge distance factor in tension I RN Spacing factor in shear' lAy Edge distance in shear Conc. thickness fac- tor in shear4 I NV_____ I toward edge f", II to and away from edge f, Effective in. embed. h4f (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 1 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 1 (51) 3-1/4 (83) Nominal in. embed. h, (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-113 (54) n/a 0.61 n/a 0.60 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-78 (73) 0.74 0.65 0.97 0.70 0.60 0.55 0.47 0.18 0.94 0.35 n/a n/a 3 (76) 0.75 0.65 1.00 0.71 0.60 0.55 0.50 0.19 1.00 0.38 n/a n/a 3-1/4 (83) 0.77 J 0.67 1.00 0.75 0.61 0.56 1 0.56 0.21 1.00 0.42 n/a n/a b 3-12 (89) 0.79 1 0.68 1.00 0.79 062 0.56 0.63 0.24 1.00 0.47 n/a n/a § 4 (102) 0.83 1 0.71 1.00 0.86 0.64 0.57 0.77 0.29 1.00 0.58 0.75 n/a 4-1,2 (114) 0.88 1 0.73 1.00 0.94 0.66 0.58 0.92 0.34 1.00 0.69 0.79 n/a £ g 5 (127) 0.92 1 0.76 1.00 0.67 059 1.00 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 n/a 5-1/2 (140) 0.96 0.78 0.69 0.60 0.47 0.93 0.88 n/a 6 (152) 1.00 1 0.81 0.71 0.61 0.53 1.00 0.92 0.66 (178) 0.86 0.74 0.63 0.67 0.99 0.71 -11 L. 8 (203) 0.91 0.78 0.65 0.82 1.00 0.76 9 (229) - 0.96 0.81 0.66 0.98 0.81 iu (254) 1.00 0.85 0.68 1.00 0.85 11 (2 9) 0.88 0.70 0.90 u) 12 (305) 0.92 0.72 0.94 14 (356) 0.99 0.76 1.00 16 (406) 1.00 0.79 18 (457) 0.83 - >20 (508) 1 0.86 ___ 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 member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAN' assumes an influence of a nearby edge. If no edge exists, then I AV = 4 Concrete thickness reduction factor in shear, f lv assumes an influence of a nearby edge. If no edge exists, then fw = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 290 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 23- Load adjustment factors for 5/8-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concret&' 5/8-in. KB-TZ SS uncracked concrete Spacing factor in tension IAN Edge distance factor in tension IflN_____ Spacing factor in shear' lAy Edge distance in shear Conc. thickness fac- tor in shear4 lily_____ ± toward edge IAN_____ II to and away from edge IAN_____ Effective in. embed. h0f (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) 2-3/8 (60) n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.21 n/a n/a 2-3/4 (70) 0.65 0.61 n/a 0.41 0.55 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0,63 n/a 0.43 0.56 0.55 n/a 0.15 n/a 0.30 n/a n/a CD 3-1/4 (83) 0.67 0.64 0.51 0.45 0.56 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 0.56 0.32 0.23 0.59 0.47 n/a n/a -.. 4-1/2 (114) 0.74 0.69 0.65 0.55 0.59 0.57 0.38 0.28 1 0.65 0.55 n/a n/a .t. .. 5 (127) 0.77 0.71 0.71 0.59 0.60 0.58 0.45 0.33 0.71 0.59 0.63 n/a 5-1/2 (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 0.69 0.62 6 ' 7 (178) 0.87 1 0.79 1.00 1 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 8 (203) 0.93 0.83 0.90 0.66 0.63 0.91 0.66 0.90 0.79 0.71 78 5 10 (254) 1.00 0.92 1.00 0.70 0.66 1 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 01 14 (356) 0.77 0.72 1.00 0.94 16 (406) 0.81 0.75 1.00 0 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 24 - Load adjustment factors for 5/8-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete1'2 5/8-in. KB-TZ SS cracked concrete Spacing factor in tension f. Edge distance factor in tension IAN Spacing factor in shear' 1AV Edge distance in shear Conc. thickness fac- tor in shearf f I toward edge 11to and away from edge IAN Effective in. embed. het (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 1 (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 0.57 n/a 0.54 n/a 011 n/a 0.22 n/a n/a 2-3/4 (70) n/a 0.61 n/a 0.61 n/a 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a 0.31 n/a n/a 3-1/4 (83) 0.67 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a n/a rD 3-1/2 (89) -0.69 0.65 0.81 0.69 0.57 0.56 0.27 0.19 0.53 0.39 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a 4-1/2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a 5 (127) 0.77 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.66 1 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 1 0.66 n/a 6 (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 6 ' 7 (178) 0.87 1 0.79 0.64 1 0.61 0.75 0.55 1.00 0.74 0.67 8 (203) - 0.93 0.83 0.66 0.63 0.92 0.67 0.79 0.71 ! - 10 (254)_ 1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12(305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.78 0.72 - 1.00 0.94 16(406) 0.82 0.75 1.00 0 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 318-14 Chapter 17. 3 Spacing factor reduction in shear, fA, assumes an influence of a nearby edge. If no edge exists, then lAy = IAN' 4 Concrete thickness reduction factor in shear, assumes an influence of a nearby edge. If no edge exists, then fHV = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1.800-363-4458 1 www.hllti.com I Anchor Fastening Technical Guide Ed. 17 291 3.3.5 KWIK Bolt TZ Expansion Anchor Table 25 - Load adjustment factors for 3/4-in, diameter stainless steel Hilti KWJK Bolt TZ in uncracked concrete"2 Edge distance in shear 3/4-in. KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness fac- II to and away uncracked concrete in tension factor in tension in shear' ± toward edge from edge tor in shear4 /AN 1 RN lAy f"' fRy f4,,_____ 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. h2 (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 0.54 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108) n/a 0.65 0.46 0.56 n/a 0.56 0.29 022 0.46 0.43 n/a n/a 4-1,2 (114) n/a 0.66 0.48 0.57 n/a 0.56 0.32 0.24 0.48 0.47 n/a n/a 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 028 0.51 0.55 n/a n/a § 5-1/2 (140) 0.74 1 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a - (152) 0.77 1 0.71 0.60 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a (178) 0.81 1 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 n/a - (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 (229) 0.90 0.82 0.90 1.00 0.66 0.63 0.91 0.67 0.91 1.00 0.79 0.71 9-1,2 (241) 0.92 0.83 0.95 0.66 1 0.63 0.98 0.72 0.98 1 0.81 0.73 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 - 0.83 0.75 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 0.82 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) _______ 1.00 _______ _______ 0.78 0.73 1.00 0.95 18 (457) 0.81 0.75 1.00 CL 20 (508) 0.85 0.78 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 26- Load adjustment factors for 3/4-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete"2 Edge distance in shear 3/4-in. KB-TZ S5 Spacing factor Edge distance Spacing factor Conc. thickness fac- 11to and away cracked concrete in tension factor in tension in shear' L toward edge from edge tor in shearf 'AN IAN 1AV IRA IRA fHV 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. h 4 (mm) (95) (121) (95) (121) (95) (121) 1 (95) (121) (95) (121) 1 (95) (121) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 0.68 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108) n/a 0.65 0.81 1 0.70 n/a 0.56 021 022 0.42 0.44 n/a n/a 4-1/2 (114) n/a 0.66 0.85 0.73 n/a 0.56 0.23 0.24 0.46 0.48 n/a n/a 5 (127) 0.72 0.68 0.91 0.77 0.57 0.57 027 028 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 n/a 6 (152) 0.77 0.71 1.00 0.88 0.58 0.59 0.35 1 0.37 0.71 0.73 0.58 n/a .9. 7 (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 . 8 (203) 0.86 0.78 1.00 1.00 0.61 0.61 0.54 0.56 1.00 1.00 0.67 0.67 9 (229) 0.90 0.82 1.00 0.62 0.63 0.65 0.67 1.00 0.71 0.72 '5 9-1/2 (241) 0.92 0.83 1.00 0.63 1 0.64 0.70 0.73 1.00 0.73 0.74 10 (254) 0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 12 (305) 1.00 0.92 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) 0.99 0.69 0.70 0.88 0.89 16 (406) 1.00 0.72 0.73 0.94 1 .95 18 (457) 0.75 0.76 1.00 1.00 En 1 20 (508) 0.78 0.78 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 ACl 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAd' assumes an influence of a nearby edge. If no edge exists, then lAy = 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 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 292 Hilti, Inc. (US) 1.800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilt (Canada) Corp. 1-800-363-4458 1 www.hllti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Minimum 5/8 Typical Mm. 2-1/2" for 3/8,1/2, 5/8x3-1/8 and 3/4x3-1/4 Min. 3-1/4" for 5/8x4 and 3/4x3-3/4 Max. 3" 3-7/8" Mm. 12" Typical TYA Minimum L 20 Gauge Steel W-Deck Figure 4 - Installation of Hilt! KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - W Deck Minimum 5/8" Typical Mm 2-1/4" Typ A- ! Mm. 3,000 psi Normal-Weight or Lightweight Concrete 'l Upper Flute LOJI (Valley) I 1-3/4 Mm. 3-1/2" Mm. 2-1/2" 3/4" Min._..../ Mm. 6" Typical \ Minimum "— 20 Gauge Steel B-Deck Lower Flute (Ridge) Figure 5 - Installation of Hilti KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - B Deck Hiiti, inc. (US) 1-800-879-8000 1 www.hiiti.com I en espahol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 293 3.3.5 KWIK Bolt TZ Expansion Anchor Table 27 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck' .2.3,4,5,6 Loads according to Figure 4 Loads according to Figure 5 Tension - Shear - cpV~ Tension - Shear - Nominal Effective Nominal f' 3,000 psi I = 4,000 psi I = 3,000 psi I = 4,000 psi I 3,000 psi f' 4,000 psi f, = 3,000 psi f 4,000 psi anchor embed. embed. diameter depth depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 750 865 1,135 1,135 705 815 1,200 1,200 (38) (46) (3.3) (3.8) (5.0) (5.0) (3.1) (3.6) (5.3) (5.3) 3/8 2 2-5/16 1,305 1,505 1,385 1,385 1,200 1,385 1,850 1,850 (51) (59) (5.8) (6.7) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2-3/4 2-5/16 1,995 2,305 1,765 1,765 n/a n/a n/a n/a (70) (8.9) (10.3) (7.9) (79) 2 2-3/8 1,305 1,505 1,690 1,690 1,210 1,395 1,680 1,680 (51) (5.8) (6.7) (7.5) (7.5) (5.4) (6.2) (7.5) (7.5) 1/2 3-1/4 3-5/8 2,400 2,770 2,640 2,640 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (11.7) (11.7) (9.8) (11.3) (11.4) (11.4) 3-1/8 3-9/16 1,835 2,120 2,990 2,990 2,640 3,050 3,060 3,060 (79) (90) (8.2) (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 5/8 4 4-7/16 3,385 3,910 3,650 3,650 (102) (113) (15.1) (17.4) (16.2) (16.2) n/a n/a n/a n/a 3-1/4 3-13/16 2,750 3,175 3,145 3,145 (83) (97) (12.2) (14.1) (14.0) (14.0) n/a n/a n/a n/a 3/4 3-3/4 4-5/16 2,765 3,195 4,025 4,025 (95) (110) (12.3) (14.2) (17.9) (17.9) n/a n/a n/a n/a Table 28 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck"2'3'4'5'67 Loads according to Figure 4 Loads according to Figure 5 Tension - cpN,, 11Shear - Tension - pN Shear - Nominal Effective Nominal IC 3,000 psi IC = 3,000 psi IC = 4,000 psi IC = 3,000 psi IC = 4,000 psi IC 3,000 psi IC = 4,000 psi anchor embed, embed. diameter depth depth (20.7 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. (mm) in. (mm) lb (kN) Iil lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 630 1,135 1,135 595 685 1,200 1,200 (38) (46) (2.8) (5.0) (5.0) (2.6) (3.0) (5.3) (5.3) 2 2-5/16 925 , 1,385 1,385 1,080 1,245 1,850 1,850 3/8 (51) (59) (4.1) (4.8) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2-3/4 2-5/16 1,535 1,770 1,495 1,495 (70) (6.8) (7.9) (6.7) (6.7) n/a n/a n/a n/a 2 2-3/8 925 1,070 1,690 1,690 860 995 1,680 1,680 (51) (4.1) (4.8) (7.5) (7.5) (3.8) (4.4) (7.5) (7.5) 1/2 3-1/4 3-5/8 1 1,705 1,970 2,640 2,640 1,955 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (11.7) (11.7) (8.7) (10.0) (11.4) (11.4) 3-1/8 3-9/16 1,300 1,500 2,990 2,990 1,875 2,165 3,060 3,060 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6) 5/8 4 4-7/16 2,520 2,910 3,650 3,650 n/a n/a n/a n/a (102) (113) (11.2) (12.9) (16.2) (16.2) 3-1/4 3-13/16 1,950 2,250 3,145 3,145 n/a n/a n/a n/a (83) (97) (8.7) (10.0) (14.0) (14.0) / 3-3/4 4-5/16 1 2,060 2,380 4,025 4,025 n/a n/a n/a n/a (95) (110) (9.2) (10.6) (17.9) (17.9) 1 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h f (effective embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 28 and 29 control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by 0C = 0.75. See section 3.1.8.7 for additional information on seismic applications, 8 For the following anchor sizes, an additional factor must be applied to the cracked concrete tabular values for seismic shear conditions: 3/8-in diameter with 1-1/2 effective embedment - OCOC 0.77, 3/8-inch diameter with 2 and 2-3/4 effective embedment - = 0.63 5/8-inch diameter -ays,ls = 0.94 3/4-inch diameter with 3-1/4 effective embedment - = 0.80, 3/4-inch diameter - = 0.86 294 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 1, Mm 2-1/4" for 3/8"x1-1/2", Min. 300O psi Normal Weight )Y Mm 3-1/4" for 3/8"x2" or Lightweight Concrete and 1/2 y r-C s A.. • -; Upper Minimum Flute _______ Min. (Valley) 20 Gauge Steel B-Deck 1-3/4' Mi 3-1/2" \LLower Flute Mm. 2-1/2' Mm. 6' Typical (Ridge) Figure 6 - Installation of the Hilti KWIK Bolt TZ on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 29 - Hilti KWIK Bolt TZ carbon steel design strength in the top of uncracked concrete over metal deck1'2'3''5 Nominal Tension - q)Nn Shear - anchor Effective Nominal diameter embed. embed. f', = 3,000 psi f = 4,000 psi I 3,000 psi f' = 4,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,300 1,500 1,690 1,950 (38) (46) (5.8) (6.7) (7.5) (8.7) 3/8 2 2-5/16 1,790 2,070 2,605 3,005 (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 30 - Hilti KWIK Bolt TZ carbon steel design strength in the top of cracked concrete over metal deck1'2'3'4'5 Nominal Tension - N,, Shear - On anchor Effective Nominal diameter embed. embed. f' = 3,000 psi f 4,000 psi f' = 3,000 psi f'c = 4,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 940 1,085 1,195 1,385 (38) (46) (4.2) (4.8) (5.3) (6.2) 3/8 2 2-5/16 1,615 1,865 1,845 2,130 (51) (59) (7.2) (8.3) (8.2) (9.5) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 (51) 1 (60) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 31 and 32 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A = 0.68; for all-lightweight, A = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 295 3.3.5 KWIK Bolt TZ Expansion Anchor Table 31 - Load adjustment factors for carbon steel Hilti KWIK Bolt TZ in the top of uncracked concrete over metal deck'2 3/8-in, and 1,2-in. Edge distance in shear II to and away KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness factor uncracked concrete in tension factor in tension in shear' I toward edge from edge in shear' over metal deck f.fAN fl, f Anchor in. 3/8 3/8 1/2 3/8 3/8 1 1/2 3/8 3/8 12 3/8 3/8 1/2 3/8 3/8 1,2 3/8 3/8 1/2 diameter d.(mm) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) 1 (9.5) (12.7) (9.5) (9.5) (12.7) (9.5) (9.5) (12.7) Effective in. 1-1,2 2 2 1-1/2 2 2 1-1,2 2 2 1-12 2 2 1-1/2 2 2 1-1/2 2 2 embed. h, (mm) (38) (51) (51) (38) (51) (51) (38) (51) (51) (38) (51) (51) 1 (38) (51) (51) (38) (51) (51) Nominal in. 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 1-13/16 2-5/16 2-3/8 embed. h,,, (mm) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) (46) (59) (60) 2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.500 n/a n/a 3 (76) n/a n/a n/a n/a 0.33 n/a n/a n/a n/a n/a 0.33 n/a n/a 0.33 n/a 0.58 n/a n/a 3-1/4 (83) n/a n/a n/a I n/a 0.36 1 n/a -n/a- n/a n/a n/a 0.36 n/a n/a 0.36 n/a 0.60 0.73 0.76 3-1/2 (89) n/a n/a n/a n/a 0.39 n/a n/a n/a n/a n/a 0.39 n/a n/a 0.39 n/a 0.62 0.76 0.78 4 (102) n/a 0.83 n/a n/a 0.44 n/a n/a 0.67 n/a n/a 0.44 n/a n/a 0.44 n/a 0.67 0.81 0.84 8 4-1/2 (11 n/a 0.88 n/a n/a 0.50 0.50 n/a 0.67 n/a n/a 0.50 1 0.50 n/a 0.50 0.50 5(12 n/a 02 n/a n/a 0.56 0.56 n/a 011 n/a n/a 0.56 0.56 n/a 1 0.56 1 056 - - 5-1,2 (14 n/a 0.96 n/a n/a 0.61 0.61 n/a 0.73 n/a n/a 0.61 0.61 n/a 0.61 0.61 6(15 n/a too n/a n/a 0.67 07 n/a 015 n/a n/a 0.67 0.67 n/a 07 0.67 - - - 6-1,2(16 n/a 1.00 n/a 012 0.72 n/a 0170.79 n/a 012 012 n/a 012 012 - - 2 7(17 n/a - n/a 018 0.78 n/a 0.79 081 n/a 0.78 0.78 n/a 0.78 018 - 8(20 tOO n/a 0.89 0.891012 03 0.85 n/a 089 0.89 n/a 09 0.89 9 (229) n/a 1.00 1.00 0.75 0.87 0.89 n/a 1.00 1.00 n/a 1.00 1.00 10 (254 n/a 018 f9104 n/a n/a " 11 (27 n/a 0.81 0.96 0.98 n/a n/a 12 (30 n/a 0.83 1.00 1.00 n/a n/a 13 (33 n/a 0.86 n/a n/a 1.00 1.00 Table 32 - Load adjustment factors for carbon steel Hilti KWIK Bolt TZ in the top of cracked concrete over metal deck' 2 3/8-in, and 1/2-in. KB-TZ CS cracked concrete over metal deck Spacing factor in tension f Edge distance factor in tension f Spacing factor in shear' fAA Edge distance in shear Conc. thickness factor in shear' f J. toward edge f1v II to and away from edge f, Anchor in. diameter d (mm) 3/8 (9.5) 3/8 (9.5) 1/2 (12.7) 3/8 (9.5) 3/8 (9.5) 1 1/2 (12.7) 3/8 (9.5) 3/8 (9.5) 1/2 (12.7) 3/8 (9.5) 3/8 (9.5) 1/2 (12.7) 3/8 (9.5) 3/8 (9.5) 1/2 (12.7) 3/8 (9.5) 3/8 (9.5) 1/2 (12.7) Effective in. embed. h (mm) 1-1/2 (38) 2 (51) 2 (51) 1-1/2 (38) 2 (51) 2 (51) 1-1/2 (38) 2 (51) 2 (51) 1-1/2 (38) 2 (51) 2 (51) 1 1-1/2 (38) 2 (51) 2 (51) 1-1/2 (38) 2 (51) 2 (51) Nominal in. embed. h,.,, (mm) 1-13/16 (46) 2-5/16 (59) 2-3/8 (60) 1-13/16 (46) 2-5/16 (59) 2-3/8 (60) 1-13/16 (46) 2-5/16 (59) 2-3/8 (60) 1-13/16 (46) 2-5/16 (59) 2-3/8 (60) 1-13/16 (46) 2-5/16 (59) 2-3/8 (60) 1-13/16 (46) 2-5/16 (59) 2-3/8 (60) 2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.693 n/a n/a 3 (76) 1 n/a n/a n/a I n/a 1.00 n/a n/a n/a n/a n/a 0.65 n/a n/a 1.00 n/a 0.80 n/a n/a 3-1/4 (83) n/a n/a n/a n/a n/a n/a n/a n/a n/a 013 n/a n/a n/a 083 014 016 a, 3-1/2 (89) n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.82 n/a n/a n/a 0.86 0.76 0.79 4 n/a 0.83 n/a n/a n/a n/a 0.67 n/a n/a 1.00 n/a n/a n/a 0.92 0.82 0.84 8 4-1/2 4 n/a 0.88 n/a n/a 1.00 n/a 0.69 n/a n/a 1.00 n/a 1.00 n/aO.92 n/a n/a n/a OMn/a n/a n/a ' 5-1/2 n/a 0.96 n/a n/a n/a 0.73 n/a n/a n/a 6 n/a 1.00 n/a I n/a n/a 0.75 n/a n/a n/a iL_ _20 27722 1 n/a n/a n/a n/a 0.79 0.81 n/a n/a L 2!9 n/a !!L0.93 _______ 9 1.00 n/a 0.98 0.87 0.90 n/a n/a 10 (254) - - n/a - n/aCL - too 0,92 0.94 n/a - - - - - - CO 11 (27 9) n/a 0.96 0.98 n/a n/a 12 (305) n/a 1.00 1 1.00 n/a n/a 13 (330) n/a - - - - - n/a - n/a - - - - l6(406)j9 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 Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318.14 Chapter 17. 3 Spacing factor reduction in shear, fAA' assumes an influence of a nearby edge. If no edge exists, then lAy = f 4 Concrete thickness reduction factor in shear, f,a,, assumes an influence of a nearby edge. If no edge exists, then fa, = 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. 296 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.3.2 Canadian Limit State design Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESL-1 067. These tables are followed by factored resistance tables. The factored resistance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.com. Table 33 - Steel resistance for Hilti KWIK Bolt TZ carbon steel anchors'2 Nominal anchor diameter Effective anchor embedment Tensile N,3 Shear V 4 Seismic shearV, in. in. (mm) lb (kN) W lb (kN) oq lb (kN) 1-1/2 4,410 1,390 1,390 (38) (19.6) (6.2) (6.2) 3/8 2 2-3/4 4,410 2,290 1,440 (51) (70) (19.6) (10.2) (6.4) 2 3-1/4 7,280 3,505 3,505 1/2 (51) (83) (32.4) (15.6) (15.6) 3-1/8 4 11,675 5,155 4,845 5/8 (79) (102) (51.9) (22.9) (21.6) 3-1/4 3-3/4 4-3/4 17,080 8,720 7,485 3/4 (83) (95) (121) (76.0) (38.8) (33.3) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ carbon steel anchors are to be considered ductile steel elements. 3 Tensile N,, = A,N 4 f R as noted in CSA A23.3-14, Annex D. 4 Shear determined by static shear tests with V,ar < A0 cp, 0.6 f R as noted in CSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with V <A e 4,, 0.6 f R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. Table 34 - Steel resistance for Hilti KWIK Bolt TZ stainless steel anchors' 2 Ii Nominal anchor diameter Tensile N Shear V 5 Seismic Shear V,0q in. lb (kN) lb (kN) lb (kN) 4,060 3,010 1,800 3/8 (18.1) (13.4) (8.0) 7,890 4,385 4,385 1/2 (35.1) (19.5) (19.5) 12,680 6,290 5,960 5/8 (56.4) (28.0) (26.5) 16,355 10,015 8,215 3/4 (72.8) (44.5) (36.5) 1 See section 3.1.8.6 to convert factored resistance value to ASID value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile N,, = A N ip,L R as noted in CSA A23.3-14, Annex D. 4 Shear determined by static shear tests with v,, < A,0 4,, 0.6 f A as noted in CSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with V,, <Au,, 4,, 0.6 f R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. 3.3.5 Hitti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hittl.com I Anchor Fastening Technical Guide Ed. 17 297 3.3.5 KWIK Bolt TZ Expansion Anchor Table 35 - Hilt! KWIK Bolt TZ carbon steel design information in accordance with CSA A23.3-141 N ___________________ Nominal anchor diameter Ref Design parameter Symbol Units 3/8 1/2 5/8 3/4 A23.3-14 Nominal anchor diameter d5 in. 0.375 0.5 0.625 0.75 (9.5) - (12.7) (15.9) - (19.1) - Effective minimum h01 in. 1-1,2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 4-3/4 embedment' •••__ (38) (51) (70) (51) (83) 19L (102) (). (95) (.t) Mm. member thickness' h,17 in. 3-1/4 415 I 5 416 I 618 I 5 618 I 8 ia (102) (127) il (102)1(152) (152)1(203) (152) (203) (j (20 3) Critical edge distance c in. 6 4-3/81 4 I 4-1/8 5-1/214-1/2 I 7.1/2 6 I 6-1/2 8-3/4 6-3/4 I 12 5-1/2± (254)(203 9 (152) (111) (102) .U2 (140) 1(114) (191)1(152) (165) (222)1(171) (305) (22 9) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 2Q.) (4) JL (70) (60) .L (83) j.) -(121) Mm. edge distance in. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8 for 5> Q (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 snsn - (203) (64) Jj (70) (60) - (76) ( (127) ( Mm. anchor spacing for c> in. 8 3-5/8 3-5/8 4-1/8 3-1/2 4.3/4 4-1/4 9-1/2 9-1/2 7-3/4 (mm) (203) (92) (105) (89) (1) (108) (241) (241) (j97) Mm. hole depth in concrete h0 in. 2 2-5/8 3-3/8 2-5/8 1 4 3-7/8 4-3/4 4 4-5/8 5-3/4 () (51) (67) J (67) (102) (98) (121) (j) (117) (146) Min. specified yield strength psi fy.(690) 100,000 84,800 84,800 84,800 (585) (585) (585) Psi 125,000 106,000 106,000 106,000 Mi specified ult. strength f (862) (731) (731) (731) 0.052 0.101 0.162 0.237 Effective tensile stress area A. (33.6) (65.0) (104.6) (152.8) Steel embed, material resistance factor for - 0.85 8.4.3 reinforcement Resistance modification factor for tension, steel R - 0.80 0.5.3 failure modes4 Resistance modification factor R - 0.75 0.5.3 for shear, steel failure modes4 Factored steel resistance N , lb 4,410 I I 7,280 I I 11,675 I 17,080 D.6.1.2 in tension (kN) (19.7) I (32.4) I (51.9) I (76.0) Factored steel resistance v s87 lb 1,3901 I 2,290 I I 3,505 I I 5,155 I 8,720 I 0.7.1.2 in shear JL (6.2) (102) I (15.6) I (22.9) I (38.8) Factored steel resistance lb 1,3901 1,440 I 3,505 I 4,845 I 7,485 in shear, seismic (kN) (6.2) I (6.4) I (15.6) I (21.6) I (33.3) Coeff. for factored concrete breakout resistance, - 10 0.6.2.2 uncracked concrete Coeff. for factored concrete breakout resistance, cracked k, 7 D.6.2.2 concrete Modification factor for anchor resistance, tension, uncracked qi - 1.0 D.6.2.6 concrete' Anchor category - 2 I 1 D.5.3 (c) Concrete material - 0.65 8.4.2 resistance factor Resistance modification factor for tension and shear, R - 0.85 1.00 D.5.3 (c) concrete failure modes, Condition B Factored pullout resistance lb 1,285 1,765 12,8801 N/A I 3,855 I N/A I 6,405 I N/A I 5,795 17,480 0.6.3.2 in 20 MPa uncracked concrete' (kN) (5.7) (7.8) 1(12.8)1 (17.2) (28.5) (25.8) 1(33.3) Factored pullout resistance in N677, lb N/A 1 ,590 2,220 N/A 3 ,450 N/A N /A N/A N/A J N/A D.6.3.2 20 MPa cracked concrete (7.1) (9.9) (15.3) 1 Design information in this table is taken from ]CC-ES ESL-1067, dated September 2016, table 3, and converted for use with CSA A23.3-14 Annex D. 2 See figure 1 of this section. 3 For concrete over metal deck applications where the concrete thickness over the top flute is less than h7,7 in this table, see figure 6 and tables 43 and 44 of this section. 4 The carbon steel KWIK Bolt TZ is considered a ductile steel element as defined by CSA P23.3-14 Annex 0 section 0.2. 5 For all design cases, Ip76 = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k7,7) or uncracked concrete (k5 ,) must be used. 6 For use with the load combinations of CSA P23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA P23.3-14 section 0.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. 7 For all design cases, tp,,p = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESL-1067 for additional information. 298 Nilti, Inc. (US) 1-800-879-8000 I www.hilti.com I en espanol 1-800-879-5000 1 HUh (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 36 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure H in uncracked concrete'- 2,3,4- Nominal Tension - N, Shear - V, f' = 20 MPa I' = 25 MPa I = 30 MPa f'c =40MPa f' = 20 MPa f = 25 MPa f = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,285 1,435 1,575 1,815 1,300 11455 1,595 1,840 (38) (46) 1 (5.8) (6.5) (7.0) (8.1) (5.8) (6.5) (7.1) (8.2) 2 2-5/16 1,765 1,970 2,160 2,495 2,380 2,660 2,915 3,365 3/8 (51) (7.8) (8.8) (9.6) (11.1) (10.6) (11.8) (13.0) (15.0) 2-3/4 3-1/16 2,880 3,220 3,530 4,075 7,655 8,560 9,375 10,825 (70) (78) (12.8) (14.3) (15.7) (18.1) (34.0) (38.1) (41.7) (48.2) 2 2-3/8 2,380 2,660 2,915 3,365 2,380 2,660 2,915 3,365 (51) (10.6) (11.8) (13.0) (15.0) (10.6) (11.8) (13.0) (15.0) 1 /2 3-1/4 3-5/8 3,855 4,310 4,725 5,455 9,885 11,050 12,105 13,975 (83) (92) (17.2) (19.2) (21.0) (24.3) (44.0) (49.2) (53.8) (62.2) 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 5/8 / 4 4-7/16 6,405 7,165 7,845 9,060 13,465 15,055 16,490 19,040 (102) (113) (28.5) (31.9) (34.9) (40.3) (59.9) (67.0) (73.4) (84.7) 3-1/4 3-13/16 4,940 5,525 6,050 6,990 9,885 11,050 12,105 13,975 (83) (97) 1 (22.0) (24.6) (26.9) (31.1) (44.0) (49.2) (53.8) (62.2) 3-3/4 4-5/16 5,795 6,475 7,095 8,195 12,100 13,530 14,820 17,115 3/4 (95) (110) (25.8) (28.8) (31.6) (36.4) (53.8) (60.2) (65.9) (76.1) 4-3/4 5-9/16 7,480 8,360 9,160 10,575 17,395 19,450 21,305 24,600 (121) (141) (33.3) (37.2) (40.7) 1 (47.0) (77.4) (86.5) (94.8) (109.4) Table 37 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure H in cracked concrete1 '45 Nominal Tension - Nr Shear - V, f' = 20 MPa f = 25 MPa f = 30 MPa f' = 40 MPa f' = 20 MPa IC = 25 MPa IC = 30 MPa f 40 MPa anchor Effective Nominal diameter embed. embed. (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 910 1,020 1,115 1,290 910 1,020 1,115 1,290 (38) (46) 1 (4.1) (4.5) (5.0) (5.7) (4.1) (4.5) (5.0) (5.7) 2 2-5/16 1,590 1,780 1,945 2,250 1,665 1,865 2,040 2,355 3/8 / (51) (7.1) (7.9) (8.7) (10.0) (7.4) (8.3) (9.1) (10.5) 2-3/4 3-1/16 2,220 2,480 2,720 3,140 5,360 5,990 6,560 7,580 (70) (78) (9.9) (11.0) (12.1) (14.0) (23.8) (26.6) (29.2) (33.7) 2 2-3/8 1,665 1,865 2,040 2,355 1,665 1,865 2,040 2,355 (51) (7.4) (8.3) (9.1) (10.5) (7.4) (8.3) (9.1) (10.5) 1/2 3-1/4 3-5/8 3,450 3,855 4,225 4,875 6,920 7,735 8,475 9,785 (83) (92) (15.3) (17.1) (18.8) (21.7) (30.8) (34.4) (37.7) (43.5) 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 5/8 4 4-7/16 4,710 5,270 5,770 6,665 9,425 10,535 11,545 13,330 (102) (113) (21.0) (23.4) (25.7) (29.6) (41.9) (46.9) (51.3) (59.3) 3-1/4 3-13/16 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (97) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-3/4 4-5/16 4,235 4,735 5,190 5,990 8,470 9,470 10,375 11,980 3/ (95) (110) (18.8) (21.1) (23.1) (26.6) (37.7) (42.1) (46.2) (53.3) 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 6 to 13 as necessary. Compare to the steel values in table 33. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A, as follows: for sand-lightweight A, = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular val- ues in tension only by UN,,1, = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. Hifti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 299 3.3.5 KWIK Bolt TZ Expansion Anchor Table 38 - Hilti KWIK Bolt TZ stainless steel design information in accordance with CSA A23.3-141 N Design parameter Symbol Units Nominal anchor diameter Ref 3/8 1/2 5/8 3/4 A23.3-14 Nominal anchor diameter da in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) - (19.1) 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. concrete thickness h4 in. 415 1(127) 416 1(152) 5 618 1(203) 618 8 (mm) (102) (102) (127) (152) (152) (203) (203) Critical edge distance c in. 4-3/813-7/8 I 5-1/214-1/2 ±7-1/26 6-1/2 8-3/4 6-3/4 10 8 9 (111)1(98) I(mm) (140)1(114) (165) (222)1(171) (254)1(203) (229) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 ,,, C in (mm) (64) (73) 1 (54) (83) (60) (108) (102) Mm. edge distance for s> in. 5 5-3/4 5-1/4 - 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) (140) (140) (254) (216) in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 S1 (mm) (57) (73) (51) (70) (60) (127) (102) Mm. anchor spacing for c> in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (mm) 1 (89) (114) 1 (83) (105) (108) (241) (178) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-1/2 5-3/4 Mm. hole depth in concrete h0 (mm) (67) (67) (102) (98) 1 (121) (117) (146) Mm. specified yield strength psi 92,000 92,000 92,000 76,125 (N/mm2) (634) (634) (634) (525) Mm. specified ult. strength f ta psi 115,000 115,000 115,000 101,500 (N/mml (793) 1 (793) (793) (700) in' 0.052 0.101 0.162 0.237 Effective tensile stress area A (fliTi2) (33.6) (65.0) (104.6) (152.8) Steel embed, material resistance factor - 0.85 8.4.3 for reinforcement - Resistance modification factor for tension, A - 0.80 D.5.3 steel failure modes' Resistance modification factor for shear, R - 0.75 D.5.3 steel failure modes' Factored steel resistance N lb 4,060 7,890 12,680 16,355 D.6.1.2 in tension (1(N) (18.1) (35.1) (56.4) (72.8) Factored steel resistance v lb 3,010 4,385 6,290 10,015 D.7.1.2 in shear ' (kN) (13.4) (19.5) (28.0) (44.5) Factored steel resistance ver.e lb 1,800 4,385 5,960 8,215 in shear, seismic (kN) (8.0) (19.5) (26.5) (36.5) Coeff. for factored concrete breakout k 0 ,, - 10 D.6.2.2 resistance, uncracked concrete Coeff. for factored concrete breakout k 4, - 7 I I 10 I I 7 I I 7 i 10 I 7 D.6.2.2 resistance, cracked concrete Modification factor for anchor resistance, 41c - 1.0 0.6.2.6 tension, uncracked concrete' Anchor category - 1 1 2 I 1 1 1 1 I 1 D.5.3 (c) Concrete material resistance factor l - 0.65 - 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 1.00 0.85 1.00 1.00 1.00 1.00 0.5.3 (c) Condition B5 - Factored pullout resistance lb 1,840 N/A 4,030 N/A N/A 8,440 in 20 MPa uncracked concrete' (kN) (8.2) - (17.9) 7) Factored pullout resistance in 20 MPa N P,,cr lb 1,635 1,885 NA NA I 4,095 I 5,685 NA D.6.3.2 cracked concrete' (kN) (7.3) (8.4) I (18.2) (25.3) Factored seismic pullout resistance in 20 N lb 1,635 1,635 NA NA I 4,095 5,685 NA 0.6.3.2 MPa cracked concrete' p,'eq (kN) (7.3) (7.3) I (18.2) (25.3) 1 Design information in this table is taken from ICC ES ESL-1 067, dated September 2016, table 4, and converted for use with CSA A23.3-14 Annex D. See figure 1 of this section. The stainless steel KWIK Bolt 17 is considered a ductile steel element as defined by CSA P23.3-14 Annex 0 section D.2. For all design cases, 41N = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k) or uncracked concrete must be used. For use with the load combinations of CSA P23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA P23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. For all design cases, ip, = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1 .4 of ES-1 067 for additional information. 300 Hilti, Inc. (US) 1.800-879.8000 1 www.hilti.com I en espanol 1.800.879.5000 1 Hilti (Canada) Corp. 1-800-363.4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 kWIK Bolt TZ Expansion Anchor 3.3.5 Table 39 - Hilti KINK Bolt TZ stainless steel factored resistance with concrete/pullout failure N in uncracked concrete"A"A Nominal Tension - N ____________ Shear - V f'c = 20 MPa f' = 25 MPa f' = 30 We f'c = 40 MPa f' = 20 We f'0 = 25 MPa f'c = 30 MPa f', = 40 MPa anchor Effective Nominal diameter embed, embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,840 2,060 2,255 2,605 2,380 2,660 2,915 3,365 3/8 (51) (8.2) (9.2) (10.0) (11.6) (10.6) (11.8) (13.0) (15.0) 2 23/8 2,025 2,260 2,480 2,860 2,025 2,260 2,480 2,860 (51) (9.0) (10.1) (11.0) (12.7) (9.0) (10.1) (11.0) (12.7) 1 /2 3-1/4 35/8 4,030 4.505 4,935 5,700 9,885 11,050 12,105 13,975 (83) (92) (17.9) (20.0) (22.0) (25.4) (44.0) (49.2) (53.8) (62.2) 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) 1 (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 5/8 4 4-7/16 6,730 7,525 8,245 9,520 13,465 15,055 16,490 19,040 (102) (113) (29.9) (33.5) (36.7) (42.3) (59.9) (67.0) (73.4) (84.7) 3-3/4 4-5/16 6,050 6,765 7,410 8,555 12,100 13,530 14,820 17,115 (95) (110) (26.9) (30.1) (33.0) (38.1) (53.8) (60.2) (65.9) (76.1) 3/4 4-3/4 5-9/16 8,440 9,435 10,335 11,935 17,395 19,450 21,305 24,600 (121) (141) (37.5) (42.0) (46.0) (53.1) (77.4) (86.5) (94.8) (109.4) Table 40 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure in cracked concrete1''4'5 N Nominal Tension - N Shear - V ic = 20 MPa Ic = 25 MPa f'c = 30 MPa Ic = 40 MPa 1 = 20 MPa I' = 25 MPa f = 30 MPa Ic = 40 MPa anchor Effective Nominal diameter embed, embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) - lb (kN) lb (kN) 2 2-5/16 1,635 1,830 2,005 2,315 1,665 1,865 2,040 2,355 3/8 (51) (7.3) (8.1) (8.9) (10.3) (7.4) (8.3) (9.1) (10.5) 2 - 23/8 1,885 2,110 2,310 2,670 2,025 2,260 2,480 2,860 (51) (8.4) (9.4) (10.3) (11.9) (9.0) (10.1) (11.0) (12.7) 1/2 3-1/4 35/8 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (92) (15.4) (172) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 58 / 4 4-7/16 4,095 4,575 5,015 5,790 9,425 10,535 11,545 13,330 (102) (113) (18.2) (20.4) (22.3) (25.7) (41.9) (46.9) (51.3) (59.3) 3-3/4 4-5/16 5,685 6,355 6,960 8,035 12.100 13,530 14,820 17,115 (95) (110) (25.3) (28.3) (31.0) (35.8) (53.8) (60.2) (65.9) (76.1) 3/4 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 34. 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 Ac as follows: for sand-lightweight, Ac = 0.68; for all-lightweight, Ac = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension only by 0N.colc = 0.75. For the 1/2-inch diameter by 2-inch effective embedment anchor, = 0.65. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hllti.com I Anchor Fastening Technical Guide Ed. 17 301 3.3.5 KWIK Bolt TZ Expansion Anchor Table 41 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of uncracked lightweight concrete N over metal deck1'2'3'4'5'6'1 Loads according to Figure 4 Loads according to Figure 5 Tension - N, Shear - V, Tension - Nr Shear - V, Nominal anchor Effective Nominal f' = 20 MPa f'c = 30 MPa f' = 20 MPa f' = 20 MPa f'6 = 30 MPa f, = 20 MPa diameter embedment embedment (2,900 psi) (4.350 psi) (2,900 psi) (2,900 psi) (4,350 psi) (2,900 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1j2 1-13/16 740 910 1,115 700 855 1,175 (38) (46) (3.3) (4.0) (50) (3i) (3.8) (5.2) 2 2-5/16 1,285 1,575 1,360 1,180 1,445 1,815 3/8 (51) (5.7) (70) (6.0) (5.2) (6.4) (8.1) 2-3/4 3-1/16 1,965 2,405 1,730 (70) (78) (8.7) (10.7) n/a (7.7) n/a n/a 2 2-3/8 1,285 1,575 1,655 1,190 1,460 1,650 1/2 (51) (57) (7.0) (74) (5.3) (6.5) (7.3) 3-1/4 3-5/8 2,360 2,890 2,590 2,155 2,640 2,515 (83) (92) (10.5) (12.9) (11.5) (9.6) (11.7) (11.2) 3-1/8 3-9/16 1,805 2,210 2,935 2,600 3,180 3,000 5/8 (79) (90) (80) (9.8) (13.1) (11.6) (14.1) (13.3) 4 4-7/16 3,330 4,080 3,580 (102) (113) (14.8) (18.1) n/a (15.9) n/a n/a 3-1/4 3-13/16 2,705 3,315 3,085 (83) (97) (14.7) n/a (13.7) n/a n/a 3/4 3-3/4 4-5/16 2,720 3,330 3,945 (95) (110) (148) n/a (175) n/a n/a Table 42 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of cracked lightweight concrete N over metal deck"2'3''5'6'7 Loads according to Figure 4 Loadsaccording to Figure 5 Tension - N, Shear - V, Tension - N, Shear - V, Nominal f' = 20 We f'6 = 30 MPa f' = 20 MPa /6 = 20 MPa /6 = 30 MPa f' = 20 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (2,900 psi) (4,350 psi) (2,900 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 625 765 1,115 585 720 1,175 (38) (46) (2.8) (3.4) (5.0) (2.6) (3.2) (5.2) 2 2-5/16 935 1,145 1,3608 1,060 1,300 1,8158 3/8 (51) (4.2) (5.1) (60) (4.7) (5.8) (8.1) 2-3/4 3-1/16 1,585 1,940 1,730 n/a n/a n/a (70) (78) (7.1) (8.6) (77) 2 2-3/8 935 1,145 1,910 845 1,035 1,650 1 (51) (4.2) (5.1) (8.5) (3.8) (4.6) (7.3) 3-1/4 3-5/8 1,675 2,050 3,150 1,920 2,350 2,515 (83) (92) (7.5) (9i) (140) (8.5) (10.5) (11.2) 3-1/8 3-9/16 1,280 1,565 2,9358 1,845 2,260 3,0008 (79) (90) (5.7) (7.0) (13i) (82) (101) (133) 5/8 4 4-7/16 2,970 3,635 3,8508 n/a n/a n/a (102) (113) (13.2) (16.2) (17.1) 3-1/4 3-13/16 1,920 2,350 3,0858 n/a n/a n/a (83) (97) (8.5) (10.5) (13.7) / 3-3/4 4-5/16 2,025 2,480 3,9458 (95) (110) (9.0) (11.0) (17.5) n/a n/a n/a 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h6 (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 27 and 28 control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension only by a8 = 0.75. See section 3.1.8.7 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 shear conditions: 3/8-in diameter with 1-1/2" effective embedment - a,,e6 = 0.77, 3/8-inch diameter with 2" and 2 3/4" effective embedment- = 0.63 5/8-inch diameter - V.568 = 0.94 3/4-inch diameter with 3-1/4' effective embedment - a, = 0.80, 3/4-inch diameter with 3-3/4" effective embedment - a6 , = 0.86 302 Hilti, Inc. (US) 1-800-879-8000 1 www.hilh.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 43 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of uncracked N concrete over metal deck' 2,3,4'5 Nominal Tension - N, Shear - Vr f' = 20 MPa f = 30 MPa f = 20 MPa f = 30 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,285 1,575 1,300 1,595 (38) (46) (5.7) (7.0) (5.8) (7.1) 3/8 / 2 2-5/16 1,765 2,160 2,380 2,915 (51) (59) (7.9) (9.6) (10.6) (13.0) 2 2-3/8 2,380 2,915 2,380 2,915 1/2 (51) 1 (60) 1 (10.6) (13.0) (10.6) (13.0) Table 44- Hilti KWIK Bolt TZ carbon steel factored resistance in the top of cracked N concrete over metal deck' 2'3'4'5 Nominal Tension - N Shear - V, f' = 20 MPa f' = 30 MPa IC = 20 MPa f, = 30 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 910 1,115 910 1,115 (38) (46) (4.0) (5.0) (4.0) (5.0) 3/8 2 2-5/16 1,590 1,945 1,665 2,040 (51) (7.1) (8.7) (7.4) (9.1) 2 2-3/8 1,665 2,040 1,665 2,040 1/2 (51) (7.4) (9.1) (7.4) (9.1) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 33. 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 AC as follows: for sand-lightweight, AC = 0.68; for all-lightweight, AC = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, mul- tiply cracked concrete tabular values in tension only by 0Ne = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 3.3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1.800-879.5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 303 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.4 Allowable Stress Design for masonry Table 45 - Allowable tensile loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls1'34 Allowable Spacing ______________ Edge distance Critical spacing, 5cr Minimum spacing, Load multiplier at Critical edge distance, ccr Minimum edge distance, C rn Load multiplier at Nominal anchor diameter Nominal embedment tensile capacity at s and Ccr in. in. (mm) lb (kN) in. (mm) in. (mm) Smin in. (mm) in. (mm) c. 3/8 2-5/16 (59) 515 (2.3) 9-1/4 (235) 3 (76) 0.49 12 (305) 4 (102) 0.70 1/2 2-3/8 (60) 565 (2.5) 9-1/2 (241) 4 (102) 0.49 0.85 3-5/8 (92) 735 (3.3) 14-1/2 (368) 0.59 1.00 5/8 3-9/16 (90) 790 (3.5) 14-1/4 (362) 5 (127) 0.66 0.89 4-7/16 (113) 870 (3.9) 17-3/4 (451) 0.60 1.00 3/4 4-5/16 (110) 1,060 (4.7) 17-1/4 (438) 6 (152) ______ 0.45 0.80 5-9/16 (141) 1,165 (5.2) 22-1/4 (565) 0.41 0.85 Table 46-Allowable shear loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls' 3,4,5,6 Allowable Spacing Edge distance ____________ Critical Minimum Load Critical Minimum Nominal shear capacity anchor Nominal at spacing, spacing, multi- edge distance, edge distance, ± load II load diameter embedment s, and Ccr cr Sr,,in2 plier at Ccr C~in multiplier multiplier in. in. (mm) lb (kN) in. (mm) in. (mm) S. in. (mm) in. (mm) at Cmin at cmjn 3/8 2-5/16 (59) 625 (2.8) 9-1/4 (235) 3 (76) 0.81 1.00 2-3/8 (60) 940 (4.2) 9-1/2 (241) 0.45 0.85 1/2 4 (102) 3-5/8 (92) 1,055 (4.7) 14-1/2 (368) 0.5 12 (305) 4 (102) 0.41 0.88 3-9/16 (90) 1,615 (7.2) 14-1/4 (362) 0.40 0.87 5/8 5 (127) 4-7/16 (113) 1,860 (8.3) 17-3/4 (451) 0.38 1 0.90 4-5/16 (110) 1,615 (7.2) 17-1/4 (438) 0.40 0.87 3/4 6 (152) 5-9/16 (141) 1,860 (8.3) 22-1/4 (565) 0.38 0.90 1 Values valid for anchors installed in face shells of Type 1, Grade N, lightweight, medium-weight, or normal-weight concrete masonry units conforming to ASTM C90. The masonry units must be fully grouted with coarse grout conforming to 2015 lBC Section 2103.3, 2012 IBC Section 2103.13, or 2009 and 2006 IBC Section 2103.12. Mortar must comply with 2015 IBC Section 2103.2, 2012 IBC Section 2103.9, or 2009 and 2006 IBC Section 2103.8. Masonry compressive strength must be at least 1,500 psi atthe time of anchor installation. 2 Loads tabulated are applicable to anchors spaced a critical distance of 4 times the embedment depth. The anchors may be placed at a minimum spacing, s, provided that reductions are applied to the tabulated values. 3 Anchors must be installed a minimum of 1-3/8 inches from any vertical mortar joint (head joint) in accordance with Figure 7. 4 Allowable loads or applied loads may be modified for the 2009 and 2006 IBC, due to short-term wind or seismic loads. See Table 47. 5 Embedment depth must be measured from the outside face of the concrete masonry unit. 6 For intermediate edge distances and spacings, allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. 304 Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hllti.com I Anchor Fastening Technical Guide Ed. 17 KWIK Bolt TZ Expansion Anchor 3.3.5 Figure 7- Acceptable locations (shaded areas) for Hilti KWIK Bolt TZ anchors in grout-filled concrete masonry 4" minimum edge distance 12" critical edge distance No installation within 1-3/8" of head joint 4" minimum edge distance 12' critical edge distance / Installations in this area for / full allowable load capacity Mortar Joint Concrete Masonry Unit (Grouted) Anchor installation is restricted to shaded areas H Installation in this area for reduced allowable load capacity Table 47 - Alternative basic load combination adjustment factors under the 2009 or 2006 lBC1 Modification factor for alternate basic load combinations Modification factor for allowable loads for short-term loading conditions Tension Shear Tension Shear 0.75 0.75 1.33 1.33 1 When using the basic load combinations in accordance with IBC Section 1605.3.1, allowable loads must not be increased for wind or seismic loading. 2 When using the alternative basic load combinations in the 2009 or 2006 IBC Section 1605.3.2 that include wind or seismic loads, the allowable loads for anchors may be increased by the tabulated factors found in the right half of the table. Alternatively, the basic load combinations may be reduced by multiplying them by the factors found on the left half of the table. For example, the alternate basic loads for wind or seismic loading may be multiplied by 0.75 or divided by 1 .33, as applicable. For the 2015 and 2012 IBC, the allowable loads or load combinations must not be adjusted. 3 The above modification factors are applicable under the 2009 or 2006 IBC only, for Tables 45 and 46 for seismic and wind loads. Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 305 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.5 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at wwwhiIti.com. Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.5.6 Ordering information' Description KB-TZ 3/8x3 KB-TZ 3/8x3-3/4 KB-TZ 3/8x5 KB-TZ 1/2x3-3/4 KB-TZ 1/2x4-1/2 KB-TZ 1/2x5-1/2 KB-TZ 1/2x7 KB-TZ 5/8x4-3/4 KB-TZ 5/8x6 KB-TZ 5/8x8-1/2 KB-TZ 5/8x10 KB-TZ 3/45-1/2 KB-TZ 3/47 KB-TZ 3/4x8 KB-TZ 5S304 3/8x3 KB-TZ S5316 3/8x3 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/8x3-3/4 KB-TZ SS304 3/8x5 KB-TZ SS304 1/2x3-3/4 KB-TZ SS316 1/2x3-3/4 KB-TZ SS304 1/2x4-1,2 KB-TZ 8S316 1/2x4-1/2 KB-TZ SS304 1/2x5-1/2 KB-TZ SS316 1/2x5-1/2 KB-TZ SS304 1/2x7 KB-TZ SS304 5/8x4-3/4 KB-TZ SS316 5/8x4-3/4 KB-TZ SS304 5/8x6 KB-TZ SS316 5/8x6 KB-TZ SS304 5/8x8-1/2 KB-TZ SS304 5/8x10 KB-TZ SS304 3/4x5-1/2 KB-TZ SS316 3/4x5-1/2 Length Threaded length Box quantity 3 1-1/2 50 3 7/8 50 3-3/4 2-1/4 50 3-3/4 1-5/8 50 5 3-1/2 50 5 2-7/8 50 3-3/4 1-5/8 20 4-1/2 2-3/8 20 5-1/2 3-3/8 20 7 4-7/8 20 4-3/4 1-1/2 15 6 2-3/4 15 8-1/2 5-1/4 15 10 6-3/4 15 5-1/2 2-1/2 10 5-1/2 1-1/2 10 7 4 10 8 5 10 8 4 10 10 7 10 10 6 10 KB-TZ SS304 3/48 KB-TZ 3/410 KB-TZ SS304 3/410 KB-TZ SS316 3/4x10 1 All dimensions in inches Table 44 - KWIK Bolt TZ length identification system Length ID marking on A B c D E F G H I J K L M N 0 P 0 R S I U V W bolt head Length From 1 14 2 214 3 314 4 414 5 5 14 6 614 7 714 8 81/2 9 914 10 1 11 1 12 13 1 14 1 15 of anchor, Up to onch but not 2214331/441455146614771/88149 9 1/10 11 12 13 14 15 16 n. including Figure 8 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment 306 Hitti, Inc. (US) 1-800-879-8000 1 www.hitti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 tqca Ffre Protection Products Worldwide www.tyco-fire.com Contacts I Series TY-B - 28, 5.6, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description TYCO Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers described in this technical data sheet are standard response, standard coverage decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, commer- cial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The recessed version of the Series TV-B Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 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 alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 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 TV-B Pendent Sprinkler can be obtained by utilizing the Series TV-B Pendent Sprinkler in combination with the Model S2 Shield. FTOMM The Series 7Y-B 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 perfor- mance of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. Contract the installing contractor or product manufacturer with any questions. Sprinkler Identification Numbers (SINs) TY1151 - Upright 2.8K, 1/2-NPT TY1251 - Pendent 2.8K, 1/2" NPT TY3151 - Upright 5.6K, 1/2" NPT TY3251 - Pendent 5.6K, 1/2" NPT TY4151 - Upright 8.0K, 3/4-NPT TY4251 - Pendent 8.0K, 3/4-NPT TY4851 - Upright 8.0K, 1/2"NPT TY4951 - Pendent 8.0K, 1/2-NPT NOVEMBER 2014 TFPI5I CEILING PLATE SEATING SURFACE /7 ,, nm) PENDENT CROSS SECTION 1 - Frame 5 - Compression 2 - Button Screw 3 - Sealing 6 - Deflector* Assembly 7 - Bushing 4 - Bulb * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. 7/16' (11,1 mm) I NOMINAL MAKE-IN I 2-3/16 (55,6 mm) 1/2 NPT** WRENCH FLATS UPRIGHT * Temperature rating is indicated on Deflector. 7/16' (11,1 mm NOMINAL MAKE-IN UPRIGHT TFPI5I Page 2 of 8 FIGURE 1 SERIES TV-B UPRIGHT (TYII51) AND PENDENT(TV1251) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE ** Pipe thread connections per 1 - Frame ISO 7-1 can be provided on ESCUTCHEON 2 - Button special request. PLATE SEATING SURFACE ___________________________________________ / T3/16' 2- (55,6 mm) 1-1/2" (38,1 mm) WRENCH FLATS PENDENT 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* CROSS SECTION STYLE 10 b.— 2-7/8' (73,0 mm) DIA. RECESSED ESCUTCHEON RECESSED PENDENT FIGURE 2 SERIES TV-B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE 1 - Frame 5 - Compression 2 - Button Screw 3 - Sealing 6 - Deflector* Assembly 4 - Bulb 2 * Temperature rating is indicated on Deflector. 4--,5 ** Pipe thread connections per ISO 7-1 can be 6* provided on special request. J71\ 7/16' (11,1 mm) I NOMINAL MAKE-IN . 2-3/16" (55,6 mn 1/2' NPT** t WRENCH FLATS CEILING PLATE SEATING SURFACE 4,' nm) TFPI5I Page 3 of 8 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE K_q_~ 1/2 _ _ _H (12.7 mm) NOMINAL 2-5/16 MAKE-IN (39,7 mm) (58,7 mm) 2-1/4 1-9/16 (57,2 mm) II ______________ ____________ 3/4" NPT' I WRENCH STYLE 40 - 2-7/8' (73,0 mm) DIA. -i FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 3 SERIES TY-B UPRIGHT (TV4151) AND PENDENT (TY4251) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT, STANDARD RESPONSE UPRIGHT PENDENT CROSS SECTION FIGURE 4 SERIES TY-B UPRIGHT (TY4851) AND PENDENT (TY4951) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE TFPI5I Page 4 of 8 K SPRINKLER TYPE TEMPERATURE RATING BULB LIQUID COLOR SPRINKLER FINISH 181 NATURAL BRASS I CHROME 1 ME PLATED ' IPOLYESTER*** LEAD COATED I WAX j COATED I WAX-OVER-LEAD COATED 135°F (57°C) Orange 155°F (68°C) Red UPRIGHT 2.8 NPT (TY115I) and PENDENT (1Y1251) 1, 2, 3 N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Figure 1 360'F (182'C) Mauve 1,2 135°F (57°C) Orange 155-F (68-C) Red UPRIGHT (TY3151) and PENDENT (TY3251) 1,2,3,4,5,6,7 1,2,3,5 1,2,3,5 1,2,3,5 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 1°°, 2°°, 3°'. 5* 1--,2-%3--,5-- 5.6 Figure 2 1/2- 360°F (182°C) Mauve N/A NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (TY3251)* 1,2,3,4,5 N/A 175°F (79°C) Yellow 200°F (93°C) Green Figure 5 286°F (141°C) Blue 1,2 135° F (57°C) Orange 155-F (68-C) Red UPRIGHT (1Y4151) and PENDENT (TY4251) 1,2,3,4,5,6,7 1,2,5 1,2,3,5 1,2,5 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 2-,3-, 5°' 1°', 2°°, 5- 8.0 Figure 3 360-F (182-C) Mauve N/A 3/4- NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (1Y4251)' 1, 2, 3,4,5 N/A 175°F (79°C) Yellow 200°F (93°C) Green Figure 6 1,2 286-F (141-C) Blue 135°F (57°C) Orange 155-F (68"C) Red UPRIGHT 8.0 NPT (TY4851) and PENDENT (TY4951) 1, 2, 3, 4, 5,6 N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Figure 4 360°F (182°C) I Mauve Notes: Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL( Approved by FM Global (FM Approvals) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03) Approved by the City of New York under MEA 354-01-E VdS Approved )For details contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 054a/05) Where Polyester Coated, Lead Coated. Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion- Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2" NPT) or Style 40)3/4" NPT) 3/4' Total Adjustment Recessed Escutcheon, as applicable 150'F (66"C) maximum ceiling temperature Frame and deflector only N/A - Not Applicable TABLE A SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFPISI Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME POLYESTER* LEAD WAX WAX-OVER-LEAD BRASS PLATED COATED COATED COATED 2.8 UPRIGHT (TY1151) 1/2" and 175 psi (12,1 bar) N/A NPT PENDENT (TY1251) UPRIGHT (TY3151) and 5.6 PENDENT (TY3251) 250 psi (17,2 bar) (a) 1/2" OR NPT 175 psi (12,1 bar) RECESSED PENDENT (1Y3251) UPRIGHT (TY4151) and 175 psi (12,1 bar) 8.0 PENDENT (TY4251) 3/4- NPT RECES ,D251) PEDENT 175 psi (12,1 bar) N/A 8.0 UPRIGHT (TY4851) 1/2" and 175 psi (12,1 bar) NPT PENDENT (TY4951) Notes: a. The maximum working pressure of 250 psi (17,2 bar) only applies to the Uatirrg by Underwriters Laboratories. Inc. (UL), the Listing by Underwriters Laboratories, Inc. for use in Canada )C-UL), and the Approval by the City of New York. Frame and deflector only N/A - Not Applicable TABLE B SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE Technical Data Approvals UL and C-UL Listed FM Approved LPCB Approved VdS Approved NYC Approved (Refer to Table A for complete ap- proval information, including corro- sion-resis-tant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K=2.8 gpm/psi112 (40,3 pm/bar1!2) K=5.6 gpm/psi112 (80,6 1pm/bar112) K=8.0 gpm/psi112 (115,2 1pm/bar112) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table C. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame.......................Bronze Button..................Brass/Copper Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb .........................Glass Compression Screw............Bronze Deflector.....................Copper Bushing (K=2.8) ...............Bronze Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Global Loss Prevention Data Sheets). Only the Style 10 or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. FIGURE 5 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. (73,0 mm) - _______ 3/4" (19,1 mm) 2-1/4" DIA. 1/4"(6,4 mm) l (57,2 mm) MOUNTING 01 ATC L.rt L (3,2 mm) 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING TFPI5I Page 6 of 8 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4" (6,4 mm) (57,2 mm) SPRINKLER PLATE FITTING 1/8" (3,2 mm) FACE OF çJMOUNTING I 110 MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-B 3/4" (19,1 mm) WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 7 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 8 W-TYPE 7 RECESSED SPRINKLER WRENCH Installation MOUNTING SURFACE CLOSURE SERIES TY-B 1-5/16" (33,3 mm) 13/16" (20,6 mm) TYCO Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers must be installed in accordance with this section. FIGURE 6 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft-lbs. (9,5 to 19,0 Nm). Obtain a leak-tight 3/4 inch NPT sprinkler joint by applying a minimum to maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. TFPI5I Page 7 of 8 Upright and Pendent Sprinklers The Series TV-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions: Note: Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 1. 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 6 Sprinkler Wrench (Figure 7). For wax-coated sprinklers, use an 8 or 10 inch adjustable wrench. With reference to Figures 1 through 4, the W-Type 7 Recessed Sprinkler Wrench or an adjustable wrench, as applicable, is to be applied to the sprinkler wrench flats. When installing wax-coated sprinklers with an adjustable wrench, exercise 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 sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprinkler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating when- ever the coating 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 wax, to smooth it back over areas where bare metal is exposed. Only retouching of the wax coating applied to the wrench flats and frame aims 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 at which it can begin to melt the wax, and appropriate precau- tions need to be taken when handling the heated rod in order to prevent the installer from being burned. Recessed Pendent Sprinklers The Series TV-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step A. After installing the Style 10 or 40 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 B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 8). With reference to Figure 3 or 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 10 or 40 Closure over the Series TV-B Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. Care and Maintenance TYCO Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers 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, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dust- ing with a feather duster; otherwise, non-operation in the event of a fire or inadvertent operation may result. Absence of an escutcheon, which is used to cover a clearance, may delay the time to sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to Installation Section.) 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 installing contractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. PURE WHITE (RAL9010)° POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005) ** POLYESTER 6 WAX COATED 286°F (141°C) MAX 7 F-7-[ LEAD COATED 8 WAX-OVER-LEAD 286°F (141°C) MAX 9 1 CHROME PLATED 1 I NATURAL BRASS 135 135°F(57°C) 155 155-F (68-C) 175 175°F (79°C) 200 200°F(93°C) 286 286°F(141°C) 360 360-F (182-C) 000 OPEN*** TFPI5I Page 8 of 8 PIN 57 - XXX - X - XXX SIN SPRINKLER TEMPERATURE FINISH RATING 530 2.8K UPRIGHT (1/2 NPT) TY1151 531 2.8K PENDENT (1/2NPT) 1Y1251 570 5.6K UPRIGHT (1/2 NPT) 1Y3151 571 5.6K PENDENT (1/2 NPT) TY3251 590 8.OK UPRIGHT (3/4NPT) TY4151 591 8.0K PENDENT (3/4 NPT) TY4251 560 8.OK UPRIGHT (1/2NPT) TY4851 561 8.0K PENDENT (1/2 NPT) TY4951 Notes: Eastern Hemisphere Sales only Available in only 8.0K. 1557 (68°C) or 200F (93°C): requires lead time to manufacture Available only for 8.0 K-factor TV4151 and TY4251 for use in deluge systems (OPEN" indicates sprinkler assembly without glass bulb, button, and sealing assembly) TABLE C SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TV-B (specify SIN), (specify K-factor), (specify Upright or Pendent) Sprinkler with (specify) temperature rating, (specify) finish or coating, P/N (Refer to Table C) Recessed Escutcheon Specify: Style (10 or 40) Recessed Escutcheon with (specify) finish, P/N* - Refer to Technical Data Sheet TFP770 Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 Wax Sticks (for retouching wrench-damaged wax coating) Specify: (specify color, below) Colored Coded Wax Stick for retouching (specify temperature rating) temperature-rated Series TV-B Sprinklers, P/N (specify) Black for 135°F (57°C) ......P/N 56-065-1-135 Red for 155°F (68°C) .......P/N 56-065-1-155 Yellow for 175°F (79°C) .....P/N 56-065-1-175 Blue for 200°F (93°C) and 286°F (141°C) .........P/N 56-065-1-286 Note: Each wax stick is suitable for retouching up to 25 sprinklers. Note: The wax used for 286°F (141°C) sprinklers is the same as for 200°F (93°C) sprinklers, and, therefore, the 286°F(1411C) sprinkler is limited to the same maximum ceiling temperature as the 200°F (93°C) sprinkler (i.e., 150°F[66°C]). GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 t Telephone +1-215-362-0700 Copyright @ 2014 Tyco Fire Products, LP. All rights reserved. tyco TEFLON is trademark of the DuPont Corporation. Fire Protection Products Page 1 of 6 JII(It1GI® -MICROFASTO QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818.1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast'5 Quick Response Pendent Sprinkler VK302 is a small thermo- sensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applicationswhere colors aredesired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414009 and G414010 LPCB Approved CE Certified: Standard EN 12259-1:1999, A3:2006 Certificate of Constancy of Performance 0832-CPR.50021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Referto Approval Chart 1 and Design Criteria cULus Listing requirements, and refer toApproval Chart 2 and Design Criteria for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 OF (-55 °C) Overall Length: 2-1/4" (58 mm) .cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135 OF (57 °C) = A, 155 OF (68 °C) = B, 175 OF (79 °C) = D, 200 OF (93 °C) = E, 286°F (141 °C) = G For example, sprinkler VK302 with a Brass finish and a 155°F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Form No. F_033314 16.10.06 Rev 16.4 Replaces Form No. F 033314 Rev 16.3 (Removed term-upright) Page 2 of 6 MICROFAST® QUICK iJ IF(IF*IG - SPRINKLER VK302 (K5.6) lsl:II[sqiu,7AW RESPONSE PENDENT The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A /2 ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast' Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Sr Clip Wrench Flat 1 Protective Sprinkler Cap JV : 10896 .II: Figure 1: Standard Sprinkler Wrench 10896W/13 Form No. F_033314 16.10.06 Rev 16.4 Page 3 of 6 N41 Kj QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND, FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature' Bulb Color Ordinary 135°F(57°C) 100F(38°C) Orange Ordinary 155°F(68°C) 100 °F(38C) Red Intermediate 175 OF (79 °C) 150 OF (65 °C) Yellow Intermediate 200 OF (93 C) 150 OF (65 °C) Green High 286 OF (141 °C) 225 OF (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 OF (57 °C) Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Sprinkler wrench 13655W/B** for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No. F033314 16.10.06 Rev 16.4 Page 4 of 6 MICROFAST® QUICK NJ lI(I I'lG Il:Il[.q1y. RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) The Viking Microfast' Quick Response KE] Pendent Sprinkler VK302 A& Maximum 17$ PSI (12 Bar) WWP Base Sprinkler Thread Size Nominal Overall Listings and Approvals' Part SIN Style K-Factor Length (Refer also to Design Criteria.) Number1 NPT BSP U.S. metric2 Inches mm cULus4 VdS LPCB (E 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y. D2, C2X Al A1Z, B1Y D1Z, C1Y - - 19780 VK302 Pendent 1/2" -- 5.6 1 80.6 2-1/4 58 -- -- - - - D3 _________ 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 JA1Z,B1YD2.C2X J -- - - - - 18021 VK302 I Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 AiX, BIY Al AiX, BIY DIX, dY8 D1X, Cl'!9 - Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135°F (57 °C), 155 OF (68 °C), 175°F 1 - Brass, Chrome, White X - Standard surface-mounted escutcheon or the (79 °C), 200 OF (93 °C), 286 OF (141 'C) Polyester56, Black Polyes- Viking Micromatic Model E-1 Recessed Escutcheon B - 135 OF (57 'C), 155 OF (68 'C), 175 OF ter V - Standard surface-mounted escutcheon or the (79 'C), and 200 OF (93 'C) 2 - ENT5 Viking Microfast® Model F-1 Adjustable Escutcheon, or recessed with the Viking Micro- C - 155 OF (68 'C), 175 'F (79 'C), and 3 - Chrome matic® Model E-1, E-2, or E-3 Recessed Escutcheon 200 OF (93 'C) Z - Standard surface-mounted escutcheon or the D -155 OF (68 'C), 175 OF (79 'C), 200°F Viking Microfast® Model F-i Adjustable Escutcheon (93 'C), 286 °F (141 'C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001. CE Certified, Standard EN 12259-1, EC-certificates of conformity 0832-CPD-2001 and 0832-CPD-2003. MED Certified, Standard EN 12259-1, EC-certificates of conformity 0832-MED-1003 and 0832-MED-1008. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. - Designed for use in Light and Ordinary occupancies. The sprinkler installation rules Contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and stan- dards, whenever applicable. Form No. F_033314 16.10.06 Rev 16.4 Page 5 of 6 N41KJNG4 - MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) I fl The Viking MicrofasV Quick Response I# - F&th Pendent Sprinkler VK302 Maximum 175 PSI 412 Bar) WWP Base Part SIN Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' Style NPT BSP U.S. metric2 Inches mm (Refer also to Design criteria.) 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 06662B VK302 Pendent 1/2" 15 mm 1 5.6 80.6 2-1/4 58 A1Z, B1Y. D2X, C2 18021 VK302 Pendent 1/2" 15 mm 1 5.6 80.6 2-1/4 58 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface-mounted escutcheon or the A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200 OF Viking Micromatic® Model F-i Recessed (93 °C), 286 OF (141 °C) Approved Finishes Escutcheon B - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 °C), and 1 -Brass, Chrome, White Polyester', Y - Standard surface-mounted escutcheon or the 200 OF (93 °C) and Black Polyester' Viking Microfast® Model F-i Adjustable Escutcheon, C - 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), 286 2 - ENT5 or recessed with the Viking Micromatic® Model F-i OF (141 °C) or E-2 Recessed Escutcheon D - 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C) Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-i Adjustable Escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approvat Chart 2 above,) FM Aqoroval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_033314 16.10.06 Rev 16.4 Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum /. (54 mm) h 2" IM 1(38mm) 51mm) I Mm. Max. 1/2" (15 mm) NPT. 21/4 (57 mm I )b Page 6 of 6 MICROFAST® QUICK Sj IF(II"1GJ RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Installed with a standard Installed with a Microfast Note: At maximum, adapter 118" surface-mounted Model F-I Adjustable is exposed 1/2" (13 mm) escutcheon Escutcheon from face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon 2-1/8" — -A (54 mm) (45 mm) Max. Installed with a Model E-1 Recessed Escutcheon Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum -.7 - •'.7. - 1-1/8" (29 mm) Mm. 1-1/8" (29 mm) Mm. Installed with a Model E-2 Thread-on Recessed Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F033314 16.10.06 Rev 16.4 Replaces Form No. FJD33314 Rev 16.3 (Removed term-upright) Fpcio- ory Page 1 of 7 STANDARD RESPONSE DRY PENDENT STANDARD - ORIFICE SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESCRIPTION Viking Standard Response Dry Pendent Sprinklers are thermosensitive spray sprin- klers suitable for use in areas subject to freezing. The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or conden- sation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. Viking Standard Response Dry Pendent Sprinklers are available in various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been in- vestigated for installation in corrosive atmospheres and are listed/approved as corro- sion resistant as indicated in the approval charts. (Note: FM Global has no approval classification for Polyester coatings as corrosion resistant.) NOTE: When installed in some corrosive environments, the Polyester finish may change color. This natural discoloration overtime is not in itself an indi- cation of corrosion and should not be treated as such. All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. LISTINGS AND APPROVALS c®us cULus Listed: Category VNlV FM Approved: Classes 2013 and 2015 NYC Approved: MEA 89-92-E, Volume 37 LPCB Approved: Ref. No. 096e/06 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 cj CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1991. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar). Factory tested pneumatically to 100 psi (6.89 bar) Thread size: 1" NPT or 25 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) for all listed and approved lengths. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Covered by the following U.S. Patents: 8,636,075 * cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). **Methc K-factor measurement shown is when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Form No. F071591 16.06.30 Rev 16.1 Replaces Form No. F_071591 Rev 15.1 (Added PNs for CCCF approved sprinklers) Page 2 of 7 N41KIF1G® STANDARD RESPONSE DRY PENDENT STANDARD ORIFICE SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Compression Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C31400 or UNS-C31600 Pip Cap Adapter: Brass UNS-C36000 Seat (for Sprinklers VK151, VK155, and VK159 only): Copper UNS-C21000 Orifice: Copper UNS-C22000 or UNS-C11000 (Copper UNS-C21000 for Sprinklers VK151, VK155, and VK159) Gasket (for Sprinklers VK151, VK155, and VK159 only): Buna-N Tube: ERW Hydraulic Steel Tube Barrel End and Threads (for Sprinklers VKI50, VK154, and VK158): QM Brass Support (Internal): Stainless Steel UNS-530400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Sleeve (for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-G 10080 ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-530400 Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Dry Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ('A" dimension) to sprinkler base part number. Order in a specific length noted as the "A" dimension (see Figures 3 through 5). The "A" dimension is the distance from the face of the fitting (tee) to the desired finished surface of the ceiling. These sprinklers are listed and approved in lengths from 1-1/2" to 45-1/2" (38.1 to 1,156 mm) for the adjustable standard style, 3" to 47" (76.2 to 1,194 mm) for the plain barrel style, and 3-1/4" to 47-1/2" (82.5 to 1,207 mm) for the adjustable recessed style. Lengths exceeding the standard lengths are available, with no approvals, on a "made-to-order" basis: Recessed Dry Pendent up to 65-1/2" (1,664 mm). Adjustable Standard Dry Pendent up to 63-1/2" (1,613 mm). Plain Barrel Dry Pendent up to 65" (1,651 mm). Contact the manufacturer for more information. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, and ENT = JN Temperature Suffix (°F/°C): 1550/68° = B, 175°/79° = D, 200°/93° = E, 286°/141° = G For example, sprinkler VK154 with 1' NPT Threads, a Chrome finish and a 155 "F/68 °C temperature rating, and "A" length of 10" = Part No. 07740UFB10. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the 'liking website.) Sprinkler Wrenches: Standard Wrench: Part No. 07297W/B (available since 1991) Wrench for recessed sprinklers: Part No. 07565W/Bt (available since 1991) tA 1A" ratchet is required (not available from Viking). Sprinkler Guard: Chrome, with no listings or approvals, for installation on dry pendent sprinklers manufactured after May 1994 only (Part No. 08954). Replacement Escutcheons: Adjustable Standard Dry Escutcheon: Base Part No. 07741 Recessed Dry Escutcheon Cup: Base Part No. 05459A INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. Form No. F071591 16.06.30 Rev 16.1 Wrench Protective Sprinkler Shield VIK Go7297 Figure 1: Standard Sprinkler Wrench 07297W/13 Page 3 of 7 STANDARD RESPONSE N ORIFICE SPRINKLERS l:ll['nu'ry DRY PENDENT STANDARD The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Standard Response Dry Pendent Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact 'liking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature l Sprinkler Nominal Maximum Ambient ' Classification Temperature Rating' Ceiling Temperature2 Bulb Color I r Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) I Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, and ENT Corrosion-Resistant Coating3'4: White Polyester and ENT in all temperature ratings Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Note: These coatings are NOT cor- rosion proof. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. When Installed in some corrosive environments, the Polyester finish may change color. This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such. All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Wrerlch 07565V/E* must 135 used for installing recessed Step 1: Carefully dry sprinklers Step 2: Carefully press slide the wrench weA 1/2 ratchet - the wrench upward and sideways around the is required (not ' turn slightly to ensure available from Viking), engagement with the the sprinkler deflector f sprinkler wrench flats Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Pendent Sprinklers Form No. F_071591 16.06.30 Rev 16.1 Page 4 of 7 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart I (UL) çy FrAsh I Standard Response Standard Orifice Dry Pendant Sprinklers Maximum 175 PSI (12 bar) WWP AtX4- E pØcable)I Sprinkler Thread Size Nominal Order Length Listings and Approvals4 Base SIN Style K-Factor2 Increment (Refer also to Design Criteria below.) Part No.' NPT BSP U.S. metric' Inches mm cULus' NYC6 © LPCB CC7 08 07740 U VK154 Adjustable Standard 1" - 5.6 - 1/2" 12.7 Al A6 Al - - - - 07854U 25 mm -- 80.6 1/2" 12.7 Al, A6 -- - - - 09341 VK155 - 25 mm - 80.6 1/2" 12.7 -- -- -- A2 A2 A2 06530U VK158 Adjustable Recessed 1" -- 5.6 -- 1/4" 6.35 B3, B7 B3 -- - -- -- 07853U - 25 mm - 80.6 1/4" 6.35 B3, B7 - - - - -- 20239U 1" - 56 .. - 1/4" 635 - - C9 -- - - 20374U -- 25 mm -- 80.6 1/4" 6.35 - - C9 - - - - 09342 VK159 -- 25 mm -- 80.6 1/4" 6.35 - - - B3 B3 B3 07852U VK150 Plain Barrel 1" - 5.6 - 1/2" 12.7 A4, A8 A5 - - - - 07855U 25 mm - 80.6 1/2" 12.7 A4, A8 -- -- - -- -- 09343 1 VK151 - 25 mm - 80.6 1/2" 12.7 - -- -- A5 A5 A5 Approved Finishes and "A" Dimensions 1 - Chrome or White Polyester' sprinkler with a Chrome or White Polyester Sleeve and Approved Temperature Ratings Escutcheon with "A" dimensions 1-1/2" to 45-1/2" (38.1 mm to 1,156 mm) "A" 2-Chrome with dimensions 1-1/2" to 45-1/2" (38.1 mm to 1,156 mm) A - 155 "F (68 "C), 175 "F (79"C), 200 "F (93 "C), 3 - Chrome or White Polyester' with "A" dimensions 3-1/4" to 47-1/2" (82.5 to 1,207 mm) and 286 "F (141 "C) Chrome, White Polyester', or Brass with "Al' dimensions 3" to 47" (76.2 to 1,194 mm) "A" Chrome or Brass with dimensions 3" to 47" (76.2 mm to 1,194 mm) B -155 "F(68 "C), 175 "F (79"C), and 200 ¶ (93 "C) 6- ENT9 sprinkler with an ENT° Sleeve and Escutcheon with "A" dimensions 1-1/2" to 45-1/2" C - 155 "F (68 "C) (38.1 mm to 1,156 mm) 7 - ENT9 with "A" dimensions 3-1/4" to 47-1/2" (82.5 to 1,207 mm) ENT9 with "A" dimensions 3" to 47(76.2 to 1,194 mm) Chrome with "A" dimensions 3-1/4" to 47-1/2" (82.5 to 1,207 mm) Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths ("A" Dimensions indicated above). Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA 89-92-E Vol. 37. CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001. 8 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003. cULus Listed as corrosion resistant. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-Bl tees. When selecting other CPVC fittings, contact Viking Technical Services. cULus Listing Requirements: Standard Dry Pendent Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray pendent sprinklers. Designed for use in Light, Ordinary, and Extra Hazard occupancies. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. Locate no less than 4" (102 mm) from walls. Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured per- pendicular to the wall. The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page DRYI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_071591 16.06.30 Rev 16.1 For 'A' Dimension 1. Determine the distance From the face of the tee to finished ceiling. fl Round to the nearest 1/4' (6.35 mm) between 3-1/4' (82.5 mm) and 47-1/2' (1,219 mm). IOTE: The sprinkler will be recessed approximately 5/16' (7.9 mm) above the finished ceiling with 5/8' (15.8 mm) vertical adjust- ment available. ished ceiling Minimum openir 2-1/8' diam Maximur openin 2-1/2' diam Adjustme' 5/16' (7.9 mm) Minimum: 1' (25.4 Maximum 1-5/8' (42.1 Figure 4: Adjustable Recessed Dry Pendent Sprinkler Page 5 of 7 STANDARD RESPONSE 4I DRY PENDENT STANDARD ORIFICE SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. For 'A' Dimension: 1. Determine the distance from the face of the tee to the finished ceiling. 2. Round to the nearest 1/2' (12.7 mm) between 1-1/2' and 45-1/2' (38.1 mm and 1,156 mm). NOTE: The deflector will be located approximately 3-7/16' (87.3 mm) below the ceiling. with 1" (25.4 mm) upward and 1' (25.4 mm) downward adjustment. Deflector at minimum distance below ceiling. Finished - Ceiling 1-1/2' - (38.1 mm) diameter 3-1/16' (77,8 mm) - 13/16' NOTE: To locate the deflector (20.6 mm) at the maximum distance below the ceiling, with no Sleeve finish (112.7 mm) downward adjustment available, matches Maximum order the dry pendent escutcheon _J_ sprinkler 1' (25.4 mm) longer than the A dimension, rwl~_ 2-7/16' 61.9 mm) -Minimum ceiling opening Minimum diameter: 1-3/4' (44.5 mm), Maximum ceiling hole r4nm±or: 2-1/4' (7 rr NOTE: To locate the deflector at the minimum distance below the ceiling, with no upward adjustment available, order the dry pendent sprinkler 1' (25.4 mm) shorter than the A dimension, Deflector at maximum distance below ceiling. Figure 3: Adjustable Standard Dry Pendent Sprinkler (S_QL Dutside A For 'A' Dimension: diameter: 1-5/16' Determine distance (33.4 mm) from face of the (same as 1' tee to the base (25 mm) of the sprinkler. Schedule Round up to next 40 pipe). higher 1/2' (12.7 mm) increment between 3' (76.2 mm) and 47' (1,194 mm), oi_ mm) Figure 5: Plain Barrel Dry Pendent Sprinkler Form No. F071591 16.06.30 Rev 16.1 Page 6 of 7 NJ IKIlSIG® STANDARD RESPONSE DRY PENDENT STANDARD ORIFICE SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 2 (FM) TemMw- KEY fWsh Standard Response Standard Orifice Dry Pendent Sprinklers Maximum 175 PSI (12 bar) WWP Sprinkler SIN Style Thread Size Nominal K-Factor2 Order Length Increment FM Approvals4 NPT BSP U.S. metric3 Inches mm Base Part No.' (Refer also to Design Criteria below.) 07740U VK154 Adjustable Standard 1" - 5.6 - 1/2" 12.7 Al 07854U -- 25 mm - 80.6 1/2" 12.7 Al 06530U VK1 58 Adjustable Recessed 1" - 5.6 -- 1/4" 6.35 B2 07853U - 25 mm - 80.6 1/4" 6.35 B2 07852U VK 150 Plain Barrel ill - 5.6 -- 1/2" 12.7 A3 07855U - 25 mm - 80.6 1/2" 12.7 A3 Approved Temperature Ratings Approved Finishes and "A" Dimensions A- 155°F (68 °C) 175°F (79°C) 200°F (93 °C) and - Brass, Chrome, White Polyester, or ENT sprinkler with a Brass, Chrome, White Polyester, or , ' 286°F '141 / ENT' Sleeve and Escutcheon with "A" dimensions 1-1/2" to 45-1/2" (38.1 to 1,156 mm) B - 155 F (68 C), 175 F (79 C), and 200 F (93 C) 2 - Brass, Chrome, White Polyester, or ENT' with A" dimensions 3-1/4° to 47-1/2° (82.5 to 1,207 mm) "A" - Brass, Chrome, White Polyester, or ENT with dimensions 3" to 47" (76.2 to 1,194 mm) Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths ("A" Dimensions indicated above). Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any ad- ditional approvals. FM Approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-BI tees. When selecting other CPVC fittings, contact Viking Technical Services. Standard Dry Pendent Sprinklers in the Approval Chart above are FM Approved as standard response Non-storage standard spray sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including 2-0) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. Form No. F_071591 16.06.30 Rev 16.1 Ambient Exposed Barrel Ambient Temperature Temperature 40'F/4'C1501'/l0'Ci60'F/16C of Protected Area* at thE Exposed Minimum Barrel Discharge End Length" Face of Tee of theSprinklerto Top of Ceiling ) In. (mm) > 40F (4'C) 0 0 0 30F (-1C) 0 0 0 20'P (-7'C) 4 (100) 0 0 10F (-12C) 8(203) 1(25.4) 0 0'F <-18T) 12(305> 3(76) 0 -10•F (-23'C) 14(356) 4(102) 1(25.4) -20F (-29C) 14 (356) 6 (150) 3 (76) -30'F (-34'C) 16 <406>8 (203),4 (102) -40'F (-40'0 18(457) 8(203) 4(102) <_46'C)120 (509)10 (254 6(152) -60F (-51C) 120(508)10(254 6 (Exposed Barrel) Ceiling 1-1/2' (38,1 mm) diameter 3-1/16' (Protected Area) Page 7 of 7 \J II(IIS16j® STANDARD RESPONSE DRY PENDENT STANDARD ORIFICE SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. ,'--- Install 1 inch NPT threaded / end of dry pendent sprink- / er into the 1 inch NPT outlet of a malleable iron tee fitting per ANSI B 16.3 (Class 150> or cast iron threaded tee fitting per ANSI 16.4 (Class 125) only Minimum ceiling opening diameter: Minimum ,__j Q J'"'"' able, order the 1-3/4' (44.5 mm) dry pendent spririk- Maximum ceiling opening diameter: Deflector at ler 1' (25.4 mm) 2-1/4' (57 mm), minimum distance shorter than the Seal the clearance below ceiling 'A' dimension. space around the sprinkler to avoid leak- _______ _______ Note: age of air into the protected area and ______ it To locate the 13/16' consequent formation __________________ deflector at the maximum distance _l (20.6 mm) of condensate around below 'the ceiling, the frame, which could 47L6. with no downward inhibit operation or adjustment avail- cause premature opera- able, order the tion, Refer to Figure (112.7 mm) dry periderit spririk- Sleeve 7 below. mum ler 1' (25.4 mm) I finish If humidity and temp- Longer than the 'A' dimension, I matches erature differential escutcheon causes condensation on the exposed dry sprinkler, consider Deflector at wrapping the exposed maximum distance barrel with insulation, below ceiling foam insulating tape, or equivalent. Up to 2' (50.8 mm) adjustment available. Note: To locate the deflector at the minimum distance below the ceiling with no upward *The protected area refers to the area below the ceiling. The ambient temperature is the temperature at the discharge end of the sprinkler. For protected area temperatures that occur between the values listed, use the next cooler temperature. wwThe minimum required barrel length is not the same as the 'A' dimension, Refer to Figures 3-5 for the 'A' dimension, NOTE: Exposed minimum barrel lengths are Inclusive up to 30 mph wind velocities. Figure 6: Dry Pendent Sprinkler Required Minimum Barrel Length Based on Ambient Temperature In the Protected Area (Adjustable Standard Dry Pendent Sprinkler is shown) Seal = / or equivalent method) Seal __ Clearance Insulated Opening Ceiling Dry Sprinkler Seal on the Dry SprInkler Seal Within the Ceiling Exterior of the Ceiling Figure 7: Dry Sprinkler Seal (Adjustable Standard Dry Pendent Sprinkler is Shown) Form No. F_071591 16.06.30 Rev 16.1 Replaces Form No. F_071591 Rev 15.1 (Added PNs for CCCF approved sprinklers) Page 1 of 6 MIRAGE® STANDARD AND OR CONCEALED PENDENT '4iI II(IFs1G® SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESCRIPTION Viking Mirages Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to %" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push-on", "thread-off' design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is cULus Listed as corrosion resistant as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. LI TINGS AND APPROVALS UL us cULus Listed: Category VNlV FM Approval: Class 2015 NYC Approved: MEA 89-92-E, Volume 32 VdS Approved: Certificate G4080021 J LPCB Approved: Ref. No. 096e/12 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2032 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250" stamped on the deflector. Sprinkler VK462 is rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (80.6 metrict) Glass-bulb fluid temperature rated to -65°F (-55°C) Patents Pending *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). tMetnc K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector: Copper UNS-C19500 for Sprinkler VK462 Phosphor Bronze UNS-051000 for Sprinkler VK463 Deflector Pins: Stainless Steel Alloy Bulb: Glass, nominal 3 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Yoke: Phosphor Bronze UNS-051000 Cover Adapter: Cold Rolled Steel UNS-G 10080, Finish: Clear Chromate over Zinc Plating Form No. F_103005 17.02.02 Rev 17.1 Replaces Form No. F_103005 Rev 16.1 (Added PNs for CCCF Approved sprinkler) Page 2 of 6 MIRAGE® STANDARD AND QR CONCEALED PENDENT 4J I Ki II416; SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Cover Assembly Materials: Cover: Copper UNS-C11000 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirages Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately: Sprinkler: Base Part No. VK462 - 13503A for Brass finish and 13503JN for ENT finish. VK463 - HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix: 155 OF (68 °C) = B, 175 OF (79 °C) = 0, 200 OF (93 °C) = E For example, sprinkler VK463 with a 155 OF (68 °C) temperature rating = 13667AB. Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper = E-/B, Painted White = M-/W, Painted Ivory = M-/I, Painted Black = M-/B Temperature Suffix: 135 OF (57 °C) UL (139 OF (59 °C) FM and LPCB) = A, 165 OF (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 OF (74 °C) temperature rating = 13504FC. Note: Square cover plate 15394 cULus Listing is for the 135 °F (57 °C) temperature rated cover plate only. Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches**: Heavy Duty Wrench Part No. 14047W/B (available since 2006), or Head Cabinet Wrench Part No. 14031*** (available since 2006) Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) **Requires a 1/2' ratchet (not available from Viking). ***Optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_103005 17.02.02 Rev 17.1 Page 3 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Spnnkler Temperature Sprinkler Nominal Maximum Ambient Temperature Rating of Cover Bulb Color Classification Temperature Rating' Ceiling Temperature' Assembly (Required) I ary Ordinary 155 °F '68° C" ' ' 100 °F '38 °C' ' / 135 OF (57 °C) cULus 139 OF (59 °C) FM and LPCB Red e Intermediate 175 OF (79 °C) 150 OF (65 °C) 165 OF (74 °C) Yellow Intermediate 200 OF (93 °C) 150 OF (65 °C) 165 OF (74 °C) Green Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings3: ENT Footnotes 1 The sprinkler temperature rating is stamped on the sprinkler deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway, but the Belleville spring is exposed. Approval Chart I (UL) I I M1ra e Concealed Pendent Sprinklers VK2 and VK463 KEY ] Thread Thread Nominal Maximum Listings and Approvals' Sprinkler Size K-Factor Water working (Refer also to Design Criteria) Inch mm U.S. meti1c2 cULus' I NYC I VdS7 I LPCB Base Part No.' Pressure Standard Response Applications 13503A VK462 1/2" - 5.6 80.6 175 psi (12 bar) -- - AY1,CZ1 AY1,BZ1 AY1,CZI8 -- 19785A VK462 1/2" - 5.6 80.6 175 psi (12 bar) -- - - - -- AY2, CZ2 21356A VK462 - 15 5.6 80.6 175 psi (12 bar) -- - - - -- AY2, CZ2 Quick Response Applications 13503A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AV1, BX1 AV1, BW16 - - -- -- 13503JN" VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AV1, BX1 AV1, BW16 - - -- -- 13667A VK463 1/2" 15 5.6 80.6 1 250 psi (17.2 bar)3 AV1, BX1 AV1, BW16 - - -- -- Cover Plate Assembly Temperature Ratings9 Sprinkler Temperature Ratings V - 135 °F (57 "C) cULus Listed cover 135041, 136421 (large diam- Cover Plate Assembly Finishes10 A - 155 °F '68 ° eter), or 153941 (square cover plate) 1 - Polished Chrome, Brushed Chrome, Bright Brass, B -175 F (79 C) and 200 F (93 C) "C) W- 165°F (74 cover 135041 or 13642' (large diameter) Antique Brass, Brushed Brass, Brushed Copper, "F °C) x - 165 (74 cover 135041, or 136421 (large diameter) Painted White, Painted Ivory, or Painted Black C - 200 F (93 C) Y - 135 °F (57 "C) cover 135041 LPCB Approved as 139 "F (59 °C) 2 - Brass Z - 165 "F (74 °C) cover 135041 Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. The Water Working Pressure rating is stamped on the deflector. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 32. VdS Approved, standards VdS 2344:2005-12, VdS 2100-25:2008-01, and EN 12259-1:1999 + A1:2001 + A2:2004 + A3:2006, Certificate G4080021. 8 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-C PD-2032. The 135/139 °F cover has an orange label. The 165 "F (74 °C) cover has a white label. ° Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. 11 cULus Listed as corrosion resistant. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. Form No. F_103005 17.02.02 Rev 17.1 Page 4 of 6 MIRAGE® STANDARD AND QR CONCEALED PENDENT iJ II(IF1G® SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESIGN CRITERIA UL (Also refer to Approval Chart 1) cULus Listing Reauirements: Mirage Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. For hazard occupancies up to and including Ordinary Hazard, Group II. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. Minimum distance from walls is 4 in. (102 mm). Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Aeoroval Requirements: The sprinkler can be installed in a concrete ceiling (massive ceiling) or in a false ceiling made of light materials. This sprinkler is deflector fixed type and can be only activated by heat. The housing is not tight. Follow installation guidelines of current standards, CEA4001VdS and EN 12845. These sprinklers can only be installed in LH and OH occupan-cies, except in OH4. NOTES: Due to the design the sprinkler type Domed-CCP' shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type 'Domed-CCP' shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: Prepare the sprinkler key. Remove the plastic cover. Hold the sprinkler with the wrench and fasten it. Replace the plastic cover and do not remove until the cover is installed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be in- stalled in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. I,CC \ I) All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Form No. F_103005 17.02.02 Rev 17.1 3-5/16" (84 mm) Figure 2: Square Cover Assembly 15394 Page 5 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 2 (FM) 1 AW`t*C0wftftFmfth Mirage' Standard Response Concealed Pendent Sprinkler VK462 KEY Sprinkler Base SIN NPT Thread Size Nominal K-Factor Maximum FM Approvals' Part No.' _________________________________ Water Workin g (Refer also to Design Criteria below.) Inch mm U.S. metilc2 Pressure 13503A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AWl, BX1 Cover Plate Assembly Temperature Ratings4 Cover Plate Assembly Finishes' Sprinkler Temperature Ratings w - 139 OF (59 °C) cover 135041, 136421 (large diameter), 1 - Polished Chrome, Brushed Chrome, Bright A- 155 OF (68 °C) or 153941 (square cover plate) Brass, Antique Brass, Brushed Brass, B - 175°F (79 °C) and 200°F (93 °C) X - 165°F (74 °C) cover 135041, 136421 (large diameter), or Brushed Copper, Painted White, Painted 153941 (square cover plate) Ivory, or Painted Black Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. The 139 OF (59 °C) cover has an orange label. The 165 OF (74 °C) cover has a white label. Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page SRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_103005 17.02.02 Rev 17.1 Page 6 of 6 MIRAGE® STANDARD AND l:Il[.1u.yM QR CONCEALED PENDENT 41KIW4j* SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. Sprinkler and Adapter Assembly Protective cap Sprinkler Wrench removed -' Part No. 14047W/B** Use wrench 14047W/B** Step F L.. Carefully slide the wrench sideways around the deflector and pins 2-1/4" (57 mm) diameter opening required in the ceiling. I1L.! Step 2: f Carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats. NEVER install the sprinkler by applying the installation wrench across the frame arms. DO NOT overtighten. Use only the designated sprinkler wrenches, Viking Part Numbers 14047W/B** or 14031**. A leak tight seal should be achieved by turning the sprinkler clockwise Ito 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage ** A 1/2" ratchet is required (Not available from Viking) Sprinkler frame arms Sprinkler wrench fla 1/2" (15 mm) NPT 2-9/16" (65 mm) Maximum / 2-1/16" (52 mm) J I 171 : - Minimum ; II_ -------- - 2-3/4" '70 mm' or NOTE: Upon sprinkler activation, the deflector descends 3-5/16" (84 mm) to approximately 13/16" (21 mm) below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No. F_103005 17.02.02 Rev 17.1 Replaces Form No. F_103005 Rev 15.1 (Added PNs for CCCF Approved sprinklers; upgraded graphics)