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HomeMy WebLinkAbout4747 MARINA DR; ; FS060002; PermitCity of Carlsbad Fixed Systems Permit Permit No: FS060002 Job Address: 4747 MARINA DR Permit Type: FIXSYS Parcel No: 2071508501 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 1/31/2006 Approved: 2/1/2006 Issued: 2/1/2006 Inspector: Project Title: TU CASA STANDPIPE PLAN CHECK & INSPECTIONS Applicant: COSCO FIRE PROTECTION 10695 TREENA ST SAN DIEGO, CA 858-444-2000 Owner: NOWELL EDWARD A&MAUREEN J 4747 MARINA DR #1 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 Back Outlet 4½" SUFFIX- F 3½" Snoot ill 1½" 4½" 9" K [*'- 3,, SUFFIX- F Plate —20" 3½" 4Snoot 1 POTTER ROME Cerritos, MEMBER Union, New Jersey Isibility Wood Dale Illinois Call Potter Roemer for current listings and approva Atlanta, Georgia %Dimensions are subject to manufacturers tolerance .4r)j and change without notice We assume no responFire Protection Products 0 for use of superseded or void data. FLUSH FIRE DEPT. INLET CONNECTIONS—CLAPPER TYPE REGULARLY FURNISHED: Cast brass body with drop clappers. Size, outlet location and number of inlets as selected by Figure Number. Polished brass plate with lettering as selected. Polished brass 21/2" double female snoots with rigid end N.P.T. x pin lug hose thread swivels, pin lug plugs and chains. TWO-WAY INLET Back Outlet Top or Bottom Outlet ffb B + + M) ~n -)(f] i D-L -- F Plate THREE-WAY INLET Top or Bottom Outlet 0 —G 3" Female Hose Thread Inlet. Outlet Location Size A B C D E F C H No, Inlets Back Fig. No. Bottom Fig. No. Top Fig. Na. 5021 * 5022 * 5023* 4 x 21/2 x 21/2 11 6 51/2 6 7 11 - 53/4 2 5025 5026 5027 6 x 21/2 x 21/2 123/4 8/4 1 73/4 91/2 1 71/2 1 12 - 1 51/4 2 5031 5032 5033 6 x 21/2 x 21h x 2/2 1 16 1 11 1 73/4 121h 1 6 1 10 1 9 51/2 1 3 I ALL DIMENSIONS IN INCHES I OPTIONAL FINISHES: El - D Polished Chrome Plated THREADS NST El OTHER________ * UnderwritenLabotIods Inc.. LETTERING AVAILABLE: El AUTO. SPKR. 0 STANDPIPE 0 DRY STANDPIPE 0 AUTO SPKR. STANDPIPE VARIATIONS: - F Sillcock Flange Plate with Sillcock D - S Symetrical Snoot with Internal Lugs OPTIONAL INSTALLATION TOOL: 0— W Wrench for Symetrical Snoot FS6, 0oo I FIGURE NUMBER U 10-14-94 P0'1TER40EMER MEMBER Cerritos, California Union, New Jersey ORK CITY NEW YCODE Protection Products Division of Smith industfleS Inc.Fire FLUSH FIRE DEPT. INLET CONNECTIONS-CLAPPER TYPE TWO-WAY INLET BSA CAL. NO. 594-63-SM REGULARLY FURNISHED: Cast brass two-way inlet body with drop clappers. Size and outlet location as selected by figure number. Polished brass plate with lettering as selected. Two polished brass double female snoots with rigid end N.P.T. X pin lug hose thread swivels with cast iron breakable caps. Color of caps per lettering selected. 3½" 71/2" 71/2 C 4:k3 Suffix—F " Back Outlet Top or Bottom Outlet 13/4 Plate Snoot Back Bottom Top Outlet Outlet Outlet Size A B C 0 Fig. No. 5021-C 5022-C 5023-G 4x3x3 11 8 5½ 71/4 Fig. No. 5025-C 5026-C 5027-C 5x3x3 12¼ 83/4 73/, 9½ Fig. No. 5025-C 5026-C 5027-6 6x3x3 121/4 81/4 73/4 91/2 ALL DIMENSIONS IN INCHES THREADS LETTERING E N.Y.F.D. 0 AUTO. SPKR.—Green Caps Other EJ STANDPIPE—Red Caps D AUTO. SPKR. STAN DPI PE—Yellow Caps OPTIONAL FINISH: VARIATION El — D Polished Chrome Plated El — F Sillcock Flange El — S Satin Chrome Plated plate with sillcock AUTOMATIC DRAIN DEVICE REGULARLY FURNISHED " Cast brass straight connection, male N.P.T. both ends . El Fig. 5982 3/4" Size.... Straight Design DATE I FIGURE NUMBER 11-1-86 I 1 1I4ri :I14I POTTER-ROEMER,INC. ME MB £ P Cerritos, California Union, New Jersey Fire Protection Products A Subsidiary of Smith industries, Inc. FLUSH FIRE DEPT. INLET CONNECTIONS-CLAPPER TYPE REGULARLY FURNISHED: THREADS: Cast brass or ductile iron body with drop clappers, type and 0 NST size of outlet and number of inlets as selected by Figure Num- 0 Other______________ ber. Polished brass plate with lettering as selected. Polished LETTERING: brass double female snoots with rigid end 3" N.P.T. x 2/2" pin 0 Standpipe D Dry Standpipe lug hose thread swivels, pin lug plugs and chains. Outlet loca- 0 Auto SPKR. tiori as selected by suffix letters. 0 Auto SPKR. Standplpe 0 Other_______________ OPTIONAL FINISHES: —0 Polished Chrome Plated VARIATION: - F Silicock Flange Plate With Silicock - S Symetrical Snoot with Internal Lugs OPTIONAL INSTALLATION TOOL: 0— W Wrench for Symetrical Snoot WITH BACK OUTLET BODY WITH ANGLE OUTLET BODY I .1i. WITH END OUTLET BODY — p I (Horizontal) (Vertical) i ____________ (Vertical) lop (Horizontal) SUFFIX fl) f Top _________ SUFFIX-H )o SUFFIX-V I SUFFIX -HT Right ft i1 i OOO) Left I Bottom SUFflXVL OQ Right iUFRX— SUFFIX -HL I SUFFIX-HB I SUFFIX-HR Bottom FOUR-WV BGUARE BODY PLATES Angle Outlet Back Outlet WitI Well 10 r. 1- 1 Hw T4c—T jo 01001 SUFFIX-T.-B,-L-A Horizontal or Vertical (Top. Bottom. Left, Right) BELECTION AND ODERINO iNFORMATiON OUTLET LOCATION _________ 1 Back I I Angle I End I V I Fig. No. I V I Fig. No. I I FIg. No. Number of Outlets Outlet Size B* Matettal TwWay 5104 5124 5144 2 1 4 Brass 5114' 5134 5154' 2 4 Ductile Iron 5116' 5136' 5156' 2 6 Ductile Iron Four Way 56 5226' 5248 4 1 6 Brass 5216' 5236' 5256' 4 6 Ductite hon Six-Way SM 5326 5346 6 6 Brass 5306 5325 5348 6 8 Brass Four.Wiy Squacs 5405 5426 - 4 6 Brass 5416' 5436• - 4 6 1 Ductile Iron ALL DIMENSIONS IN INCHES DATE 12-15-89 I LISTED FIGURE NUMBER Raising the industry standard... Kwik Bolt 3 2005 Product Technical Guide Supplement 1-800-879-8000 US www.us.hilti.com 1-800-363-4458 Canada www.ca.hilti.com Kwik Bolt 3 Expansion Anchor I I Anchoring Systems 1.1 Product Description The Kwik Bolt 3 (KB3) is a torque controlled expansion anchor, which provides consistent performance for a wide range of mechanical anchor applications. This anchor series is available in carbon steel with zinc electroplated coating, carbon steel with hot dipped galvanized coating, 304 stainless steel and 316 stainless steel versions.The threaded stud version of the anchor is available in a variety of diameters ranging from 1/4" to 1" depending on the steel and coating type. Applicable base materials include normal weight concrete, structural lightweight concrete, lightweight concrete over metal deck and concrete grout filled masonry. Guide Specifications Anchor: Expansion anchors shall be Kwik Bolt 3 (KB3) supplied by Hilti, Inc. meeting the description in Federal Specification A-A 1923A, Type 4 and shall bear a length identification mark visible after installation. Anchor bodies shall be manufactured to meet one of the following conditions: 1. The carbon steel electroplated anchor coating shall conform to ASTM B633 with a minimum thickness of 5i.tm. 2. The carbon steel hot dipped galvanized anchor body, nut and washer coating shall conform to ASTM A 153, Class C. The expansion sleeve conforms to AlSI 316. 3. Anchor body, nut and washer conform to AlSl 304. The expansion sleeve conforms to AlSl 316. 4. Anchor body, nut, washer and expansion sleeve conform to AlSl 316. Listings and Approvals Product Features Length identification code facilitates quality control and inspection after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Raised impact section (Dog Point) prevents thread damage during installation. Anchor size is same as drill bit size for easy installation. For temporary applications anchors may be driven into drilled holes after usage. Mechanical expansion allows immediate load application. Consistent performance in concrete, lightweight concrete, lightweight over metal deck and grout filled concrete block base materials. Anchors tested to combined tension and shear load requirements as defined by ACI 318-02 Appendix-D. Installation Drill hole in concrete, structural lightweight concrete, or grout filled concrete block using a Hilti carbide tipped drill bit and a Hilti rotary hammer drill. Remove dust from the hole with oil free compressed air. Alternately for 1/2, 5/8, 3/4, and 1 inch diameter Kwik Bolt 3 anchors, the hole may be drilled using a matched tolerance Hilti DD-B or DD-C wet diamond core bit for anchoring applications. The slurry must be flushed from the diamond cored hole prior to anchor installation. The minimum hole depth must exceed the anchor embedment prior to torquing by one hole diameter. Drive the anchor into the hole using a hammer. A minimum of six threads must be below the surface of the fixture. Tighten the nut to the recommended installation torque. 1 Kwik Bolt 3 1.1 Product Description 1.2 Material Specification 1.3 Technical Data 1.4 Installation Instructions 1.5 Ordering Information Impact Section (Dog Point) Nut Washer Anchor Thread Anchor Body J Expansion Sleeve (Wedges) Expansion Cone Visit Hilt! Online US www.us.hilti.com Canada www.ca.hilti.com International Code Council (ICC-ES) Evaluation Service Report ESR-1385 Seismically recognized under AC01 dated April 2002 City of Los Angeles Report (COLA) - approval pending UL 203, Pipe Hanger Equipment for Fire Protection Services FM Approval Standard Pipe Hanger Component for Automatic Sprinkler Metropolitan Dade Notice of Product Approval - approval pending (Please refer to the reports to verify that the anchor type and diameter specified is included) Qualified under an NQA-1 Nuclear Quality Program US: 1-800-879-8000/ www.us.hiIti.com I HILTI Product Technical Guide 2006 1 Canada: 1-800-363-4458/ www.ca.hilti.com u_i I Kwik Bolt 3 Expansion Anchor Anchoring Systems 1.2 Material Specification Carbon steel with electroplated zinc All Carbon Steel Kwik Bolt 3, Long Thread Kwik Bolt 3 and Rod Coupling Anchors, excluding the 3/4 x 12 and 1 inch diameter sizes, have the following minimum tensile bolt fracture loads: Anchor Diameter 1 114" 1 3/8" 1 1/2" 1 5/8" 1 3/4" Fracture Load mm. 1 2900 lbs 1 7200 lbs 1 12400 lbs 1 19600 lbs I 28700 lbs All 3/4 x 12, 1 inch diameter sizes and countersunk Kwik Bolt anchors have anchor bodies with the following minimum mechanical properties Carbon steel anchor components plated in accordance with ASTM B 633 to a minimum thickness of 5tm. Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from carbon steel with the following exceptions: All 1/4 in. diameter anchors, excluding the post-nut series, have stainless steel wedges. The KB3 3/4x12 has stainless steel wedges. All 1 in. diameter anchors have stainless steel wedges. Carbon steel with hot-dip galvanized (HDG) coating Anchor bodies manufactured from carbon steel [Anchor Diameter 112" 5/8" 3/4" meeting a minimum fracture load after forming: I Fracture Load mm. 12400 lbs 19600 lbs 28700 lbs Carbon steel anchor components hot-dip galvanized according to ASTM A 153, class C (43 pm mm.). Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from stainless steel. Stainless Steel _______ Anchor bodies smaller than 3/4", excluding Anchor Diameter 1/4" 3/8" 1/2" 5/8" countersun Kwik Bolt Series, are produced Fracture Load mm. 2900 lbs 7200 lbs 12400 lbs 21900 lbs from AISI 304 or 316 stainless steel meeting a minimum fracture load after forming: Anchor bodies 3/4" and larger and all stainless steel countersunk Kwik Bolt series are produced from AISI 304 or 316 stainless steel having minimum mechanical properties: Nuts meet the dimensional requirements of ASTM F 594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion Sleeve for AISI 304 and 316 anchors are made from AISI 316, all nuts and washers for AISI 304 and 316 anchors are manufactured from AISI 304 and 316, respectively. Refer to Kwik Bolt 3 Specification table under Section 1.3, for a listing and specification of anchor specific and installation variables. See Kwik Bolt 3 anchor product line table under Section 1.5 for full list of anchor length () and thread length ( ) configurations. Combined Shear and Tension Loading '3 + ( Nd <_ 1.0 Nrec ) Vrec ) Refer to Section 4.1.2.7 of 2005 Hilti Product Technical Guide 2 US: 1-800-879-8000 I www.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458 I www.ca.hilti.com Anchor Diameter 5/8" 3/4" Tensile Strength 105 ksi mm. 88 ksi mm. Yield Strength 90 ksi mm. 75 ksi mm. Anchor Diameter <5/8" Tensile Strength 90 ksi mm. 76 ksi mm. 2:3/4" Yield Strength 76 ksi mm. 64 ksi mm. Kwik Bolt 3 Expansion Anchor I I Anchoring Systems 1.3 Technical Data Kwik Bolt 3 Specification Tables' Bolt Size in. 1/4 3/8 1/2 Details (6.4) (9.5) (12.7) dblt nominal bit diameter2 in. 1/4 3/8 112 hmin /h nom /h deep in. 1 1/8 2 3 15/8 21/2 31/2 21/4 31/2 43/4 minimum / standard / deep embedment (mm) (29) (51) (76) (41) (64) (89) (57) (89) (121) h1 in. 1 318 21/4 3 114 2 27/8 37/8 23/4 4 51/4 minimum / standard / deep hole depth (mm) (35) (57) (83) (51) (73) (98) (70) (102) (133) dh wedge clearance hole in plate in. (mm) 5/16 (8) 7/16 (11) 9/16 (14) T11 Normal Carbon Steel ft-lb 4 20 40 weight and Zinc I HOG (Nm) (5.4) (27) (54) Stainless ft-lb 6 20 40 Recommended Lightweight installation concrete Steel (Nm) (8.1) (27) (54) torque Grout filled Carbon ft-lb 4 T 15 25 Block Steel (Nm) (5.4) (20) (34) h Mm. base material thickness in. 3 in. (76mm) or 1.3 h i, whichever is greater Bolt Size in. 5/8 3/4 1 Details (mm) (15.9) (19.1) (25.4) dblt nominal bit diameter2 in. 5/8 3/4 1 h min /h nom /h deep in. 23/4 4 51/2 31/4 43/4 61/2 41/2 6 9 minimum / standard / deep embedment (mm) 1 (70) (102) (140) (83) (121) (165) (114) (152) (229) h1 1i 33/8 45/8 61/8 4 51/2 64/5 51/2 7 10 minimum / standard / deep hole depth (mm) (86) (117) (156) (102) (140) (173) (140) (178) (254) dh wedge clearance hole in plate in. 11/16 13116 1 1/8 (m (17) (21) (29) Tinst Normal Carbon Steel ft-lb 85 150 250 weight and Zinc/HDG (Nm) (115) (203) (339) Stainless ft-lb 85 150 235 Recommended Lightweight installation concrete Steel (Nm) (115) (203) (319) Grout filled Carbon ft-lb 65 120 - torque Block Steel (88) (163) h Mm. base material thickness in. 3 in. (76mm) or 1.3 hef, whichever is greater 1 See Kwik Bolt 3 anchor product line table under section 1.5 for full list of anchor length ( ()and thread length ( t th ) configurations. 2 Loads for Kwik Bolt 3 are applicable for both carbide drill bits (see section 8.4.1 of 2005 Hilti Product Technical Guide) and matched tolerance Hilti DD-B or DD-C diamond core bits in sizes ranging from 1/2 inch to linch Deep embedment depth for stainless steel Kwik Bolt 3 anchor is 8 inch (203 mm). US: 1-800-879-8000/ www.us.hilti.com I HILTI Product Technical Guide 2006 1 Canada: 1-800-363-4458 / www.ca.hilti.com SHEAR THROUGH THE BOLT BODY iml Ala LJJ I Kwik Bolt 3 Expansion Anchor Anchoring Systems Carbon Steel Kwik Bolt 3 Allowable Loads in Concrete' f= 2000 psi f= 3000 psi 4000 psi Fc= 6000 psi Anchor Embedment Tension Shear2 Tension Shear2 Tension Shear2 Tension Shear2 diameter depth lb lb lb lb lb lb lb lb in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1 1/8 300 365 430 550 (29) (1.3) (1.6) (1.9) (2.4) 1/4 2 635 530 715 530 800 530 530 (6.4) (51) (2.8) (2.4) (3.2) (2.4) (3.6) (2.4) 845 (2.4) 3 755 795 840 (3.8) (76) (3.4) 1 (3.5) (3.7) 15/8 730 1135 910 1275 1095 1420 1090 (41) (3.2) (5) (4) (5.7) (4.9) (6.3) (4.8) 3/8 1460 2112 1260 1555 1850 2060 (9.5) (64) (5.6) 1460 (6.9) 14603 (8.2) 1460 (9.2) (6.5) 31/2 1580 1770 1965 2150 (6.5) (6.5) (6.5) (89) (7) (7.9) (8.7) (9.6) 2114 1235 2235 1430 2485 1620 2735 1975 (57) (5.5) (9.9) (6.4) (11.1) (7.2) (12.2) (8.8) 1/2 3020 31/2 1930 2185 2440 3240 (12.7) (89) (8.6) 3020 (9.7) 3020 (10.9) 3020 (14.4) (13.4) 43/4 2135 2355 2575 3620 (13.4) (13.4) (13.4) (121) (9.5) (10.5) (11.5) (16.1) 23/4 1920 3800 2065 3935 2210 4070 2830 (70) (8.5) (16.9) (9.2) (17.5) (9.8) (18.1) (12.6) 5/8 4 2660 3020 3385 4770 4885 (15.9) (102) (11.8) 4885 4885 (15.1) 4885 (21.2) (21.7) 51/2 3285 (21.7)(21.7) 4100 5325 (21.7) (140) (14.6) X~2425 (18.2) (23.7) 31/4 2120 4090 4900 2730 5710 3785 5710 (83) (9.4) (18.2) (0.) (21.8) (12.1) (25.4) (16.8) (25.4) 3/4 43/4 3240 4260 5285 6155 (19.1) (121) (14.4) 5340 (18.9) 5340 (23.5) 7325 (27.4) 7325 61/2 4535 5860 7185 7005 (23.8) (23.8) (32.6) (32.6) (165) (20.2) (26.1) (32) (31.2) 41/2 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 7670 8670 10670 (40.9) (40.9) (40.9) (229) (29.7) (34.1) ___ (38.6) (47.5) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 20%. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 27%. 4 US: 1-800-879-8000 /www.us.hilti.com I HILTI Product Technical Guide 2006 ICanada: 1-800-363-4458/ www.ca.hilti.com LUJ I Kwik Bolt 3 Expansion Anchor I Anchoring Systems Carbon Steel Kwik Bolt 3 Ultimate Loads in Concrete' f 2000 psi f= 3000 psi f= 4000 psi f= 6000 psi Tension Shear2 Tension Shear2 Tension Shear2 Tension Shear2 Anchor Embedment diameter depth lb lb lb lb lb lb lb lb in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 11/8 1120 1370 1615 2060 (29) (5) (6.1) (7.2) (9.2) 2 2375 2690 3000 1/4 1995 1995 1995 1995 (6.4) (51) (10.6) (8.9) (12) (8.9) (13.3) (8.9) 3165 (8.9) 3 2830 2990 3150 (14.1) (76) (12.6) (13.3) (14) 15/8 2740 4250 3420 4790 4100 5328 4095 (41) (12.2) (18.9) (15.2) (21.3) (18.2) (23.7) (18.2) 3/8 2112 4720 5830 6935 7730 54753 (9.5) (64) (21) 54753 (25.9) 54753 (30.8) 54753 (34.4) (24.4) 31/2 5925 6645 7365 8055 (24.4) (24.4) (24.4) (89) (26.4) (29.6) (32.8) (35.8) 2114 4635 8380 5355 9320 6075 10260 7410 1/2 (57) (20.6) (37.3) (23.8) (41.5) (27) (45.6) (33) 11330 31/2 7240 8195 9145 12140 (12.7) (89) (32.2) 11330 (36.5) 11330 (40.7) 11330 (54) (50.4) 4314 8000 8830 9655 13585 (50.4) (50.4) (50.4) (121) (35.6) (39.3) (42.9) (60.4) 23/4 7210 14250 7750 14760 8285 15265 10615 (70) (32.1) (63.4) (34.5) (65.7) (36.9) (67.9) (47.2) 5/8 4 9975 11335 12690 17890 18315 (15.9) (102) (44.4) 18315 (50.4) 18315k (56.4) 18315k (79.6) (81.5) 5112 12315 (81.5) 13850 (81.5) 15385 (81.5) 19970 (140) (54.8) (61.6) (68.4) (88.8) 3114 7955 15335 9100 18375 10245 21410 14185 21410 (83) (35.4) (68.2) (40.5) (81.7) (45.6) (95.2) (63.1) (95.2) 3/4 43/4 12150 15985 19820 23085 (19.1) (121) 54 1 0030 (71.1) 20030 (88.2) 27475 (102.7) 27475 6112 17000 (89.1) 21970 (89.1) 26935 (122.2) 26260 (122.2) (165) (75.6) 1 (97.7) (119.8) (116.8) 41/2 12500 26500 15200 28500 17500 30500 19000 (114) (55.6) (117.9) (67.6) (126.8) (77.8) (135.7) (84.5) 1 6 18500 22500 26500 31500 34500 (25.4) (152) (82.3) 34500 (100.1) 34500 (117.9) 34500 (140.1) (153.5) 9 25000 28750 32500 40000 (153.5) (153.5) (153.5) (229) (111.2) (127.9) (144.6) (177.9) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 20%. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 27%. SHEAR THROUGH THE BOLT BODY THE THREADS US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 2006 1 Canada: 1-800-363-4458 / www.ca.hilti.com 5 SI4Ei LJLI I Kwik Bolt 3 Expansion Anchor Anchoring Systems Stainless Steel Kwik Bolt 3 Allowable Loads in Concrete' f 2 0 psi f= 3000 psi f'c= 4000 psi f= 6000 psi Tension Shear2 Tension Shear2 Tension Shear2 Tension Shear2 Anchor Embedment diameter depth lb lb lb lb lb lb lb lb in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1 1/8 260 595 320 380 470 (29) (1.2) (2.6) (1.4) (1.7) (2.1) 1/4 675 675 675 2 540 625 705 910 (6.4) (51) (2.4) 675 (2.8) (3) (3.1) (3) (4) (3) 3 685 (3) 750 810 910 (76) (3) (3.3) (3.6) (4) 15/8 605 880 670 1110 730 1345 950 1690 (41) (2.7) (3.9) (3) (4.9) (3.2) (6) (4.2) (7.5) 3/8 21/2 1285 1430 1575 1940 (9.5) (64) (5.7) 1655 (6.4) 1655 (7) 18703 (8.6) 1870 3 1/2 1620 (7.4) 1755 (7.4) 1885 (8.3) 2035 (8.3) (89) (7.2) (7.8) (8.4) (9.1) 21/4 1015 1875 1230 2130 1450 2380 1620 2740 (57) (4.5) (8.3) (5.5) (9.5) (6.4) (10.6) (7.2) (12.2) 1/2 31/2 1445 1975 2510 2655 (12.7) (89) (6.4) 3155 (8.8) 3155 (11.2) 3155 (11.8) 3155 43/4 1990 (14) 2250 (14) 2510 (14) 2985 (14) (121) (8.9) ______ (10) (11.2) (13.3) 23/4 1650 2875 1755 3485 1860 4095 2335 (70) (7.3) (12.8) (7.8) (15.5) (8.3) (18.2) 5/8 4 2455 2900 [:3340 4395 4870 (15.9) (102) (10.9) 4870 (12.9) 4870 (14.9) 4870 (19.5) (21.7) 5112 3480 (21.7) 3885 (21.7) 4290 (21.7) 6260 (140) (15.5) (17.3) (19.1) (27.8) 3114 1550 2880 1950 4260 2350 2610 (83) (6.9) (12.8) (8.7) (18.9) (10.5) (11.6) 3/4 43/4 2510 3250 3870 5645 4670 5645 (19.1) (121) (11.2) 5535 (14.5) 5535 (17.2) (25.1) (20.8) (25.1) 8 2930 3870 4530 5120 (24.6) (24.6) (203) (13) (17.2) (20.2) (22.8) 41/2 3120 6080 3870 6770 4610 4800 (114) (13.9) (27) (17.2) (30.1) (20.5) (21.4) 1 6 4400 6400 7200 7470 7330 7470 (25.4) (152) (19.6) 7470 (28.5) 7470 (32) (33.2) (32.6) (33.2) 9 5600 8000 9390 9390 (33.2) (33.2) (229) (24.9) (35.6) (41.8) (41.8) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%. 6 US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 2006 1 Canada: 1-800-3634458 / www.ca.hilti.com L.JLJ I Kwik Bolt 3 Expansion Anchor I Anchoring Systems Stainless Steel Kwik Bolt 3 Ultimate Loads in Concrete' f 2000 psi f= 3000 psi 4000 psi f= 6000 psi Anchor Embedment Tension Shear2 Tension Shea? Tension Shear2 Tension Shear2 diameter depth lb lb lb lb lb lb lb lb in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 11/8 980 2240 1205 1430 1755 (29) (4.4) (10) (5.4) (6.4) (7.8) 1/4 2 2035 2340 2530 2640 2530 3415 2530 (6.4) (51) (9.1) 2530 (10.4) (11.3) (11.7) (11.3) (15.2) (11.3) 3 2580 2810 3040 3415 (11.3) (76) (11.5) (12.5) (13.5) (15.2) 15/8 2275 3300 2505 4175 2735 5045 3560 6330 (41) (10.1) 1 (14.7) (11.1) (18.6) (12.2) (22.4) (15.8) (28.2) 3/8 2 1/2 4825 5365 5905 7270 (9.5) (64) (21.5) 6210 (23.9) 6210 (26.3) 7005 (32.3) 7005 31/2 6075 (27.6) 6575 (27.6) 7075 (31.2) 7625 (31.2) (89) (27) (29.2) (31.5) ___ (33.9) 2114 3805 7030 4620 7980 5435 8930 6080 10285 (57) (16.9) (31.3) (20.6) (35.5) (24.2) (39.7) (27) (45.7) 1/2 31/2 5415 7410 9405 9950 (12.7) (89) (24.1) 11825 (33) 11825 (41.8) 11825 (44.3) 11825 43/4 7460 (52.6) 8435 (52.6) 9405 (52.6) 11200 (52.6) (121) (33.2) (37.5) (41.8) (49.8) 23/4 6185 10790 6580 13075 6975 15360 8760 (70) (27.5) (48) (29.3) (58.2) (31) (68.3) (39) 5/8 4 9205 10870 12530 16490 18270 (15.9) (102) (40.9) 18270 (48.4) 18270 (55.7) 18270 (73.4) (81.3) 5112 13040 (81.3) 14560 (81.3) 16080 (81.3) 23475 (140) (58) (64.8) (71.5) (104.4) 31/4 5800 10800 7300 15980 8800 9800 (83) (25.8) (48) (32.5) (71.1) (39.1) (43.6) 3/4 43/4 9400 11950 14500 21160 17500 21160 (19.1) (121) (41.8) 20750 (53.2) 20750 (64.5) (94.1) (77.8) (94.1) 8 11000 14000 17000 19200 (92.3) (92.3) (203) (48.9) (62.3) (75.6) (85.4) 41/2 11700 22800 14500 25400 17300 18000 (114) (52) (101.4) (64.5) (113) (77) (80.1) 1 6 16500 21750 27000 28000 27500 28000 (25.4) (152) (73.4) 28000 (96.7) 28000 (120.1) (124.6) (122.3) (124.6) 9 21000 28100 35200 35200 (124.6) (124.6) (229) (93.4) (125) (156.6) (156.6) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%. SHEAR THROUGH THE BOLT SHEAR THROUGH THE THREADS 11 A rpfi T TT I- NNI TI .T US: 1-800-879-8000 Iwww.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458 / www.ca.hilti.com 7 LJ.JRI I Kwik Bolt 3 Expansion Anchor Anchoring Systems Hot Dipped Galvanized Kwik Bolt 3 Allowable Loads in Concrete1'2 P,= 2000 psi f'= 3000 psi f= 4000 psi f= 6000 psi Anchor Embedment Tension Shear Tension Shear Tension Shear Tension Shear diameter depth lb lb lb lb lb lb lb lb in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 21/4 1125 1785 1265 1785 1400 1655 (57) (5) (7.9) (5.6) (7.9) (6.2) (7.4) 1/2 2190 2190 31/2 1895 2115 2335 3105 (12.7) (89) (8.4) 2190 (9.4) 2190 (10.4) (9.7) (13.8) (9.7) 43/4 2215 2530 2845 3740 (9.7) (9.7) (121) (9.9) (11.3) (12.7) (16.6) 23/4 1785 1965 2140 2745 (70) (7.9) (8.7) (9.5) (12.2) 5/8 4 2545 3780 3155 3780 3765 3780 5280 3780 (15.9) (102) (11.3) (16.8) (14) (16.8) (16.7) (16.8) (23.5) (16.8) 51/2 3375 4030 4030 6055 (140) (15) (17.9) (17.9) (26.9) 31/4 2355 4240 2545 4240 2735 2825 (83) (10.5) (18.9) (11.3) (18.9) (12.2) (12.6) 3/4 43/4 3730 4350 4970 5340 5805 5340 (19.1) (121) (16.6) 5340 (19.3) 5340 (22.1) (23.8) (25.8) (23.8) 61/2 5115 5805 6495 7520 (23.8) (23.8) (165) (22.8) (25.8) (28.9) (33.5) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Values shown are for shear plane acting through anchor threads. Hot Dipped Galvanized Kwik Bolt 3 Ultimate Loads in Concrete1'2 Vc= 2000 psi f= 3000 psi f'.,= 4000 psi f',= 6000 psi Anchor Embedment Tension Shear Tension Shear Tension Shear Tension Shear diameter depth lb lb lb lb lb lb lb lb in. (mm) in. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 21/4 4220 6695 4740 6695 5255 6210 (57) (18.8) (29.8) (21.1) (29.8) (23.4) (27.6) 1/2 31/2 7100 7935 8765 8210 11645 8210 (12.7) (89) (31.6) 8210 (35.3) 8210 (39) (36.5) (51.8) (36.5) 43/4 8310 9495 10675 14030 (36.5) (36.5) (121) (37) (42.2) (47.5) (62.4) 23/4 6690 7360 8030 10295 (70) (29.8) (32.7) (35.7) (45.8) 5/8 14170 14170 14170 14170 4 9550 11835 14120 19800 (15.9) (102) (42.5) (63) (52.6) (63) (62.8) (63) (88.1) (63) 51/2 12650 15115 17575 22705 (140) (56.3) (67.2) (78.2) (101) 31/4 8825 15900 9545 15900 10260 10600 (83) (39.3) (70.7) (42.5) (70.7) (45.6) (47.2) 3/4 20030 20030 43/4 13995 16315 18635 21765 (19.1) (121) (62.3) 20030 (72.6) 20030 (82.9) (89.1) (96.8) (89.1) 6 1/2 19180 t 21770 24355 28210 (89.1) (89.1) (165) (85.3) (96.8) ________ (108.3) (125.5) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Values shown are for shear plane acting through anchor threads. US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 2006 1 Canada: 1-800-363-4458 I www.ca.hilti.com Kwik Bolt 3 Expansion Anchor I I Anchoring Systems Carbon Steel Kwik Bolt 3 Allowable Loads in Lightweight Concrete1'3 Anchor diameter in. (mm) Anchor depth in. (mm) f'= 2000 psi Tension lb (kN) f'= 3000 psi Tension lb (kN) '= 4000 psi Tension lb (kN) f'= 2000 psi Shear2 lb (kN) 1/4 (6.4) 11/8 (29) 275 (1.2) 335 (1.5) 400 (1.8) 400 (1.8) 2 (51) 595 (2.6) 675 (3) 750 (3.3) 400 (1.8) 3/8 (9.5) 1 5/8 (41) 585 (2.6) 685 (3) 785 (3.5) 890 (4) 21/2 (64) 1120 (5) 1340 (6) 1560 (6.9) 1250 (5.6) 1/2 (12.7) 21/4 (57) 1160 (5.2) 1340 (6) 1520 (6.8) 1750 (7.8) 31/2 (89) 1810 (8.1) 2050 (9.1) 2285 (10.2) 2835 (12.6) 5/8 23/4 (70) 1560 (6.9) 1815 (8.1) 2070 (9.2) 2580 (11.5) 4 (102) 2485 (11.1) 2830 (12.6) 3170 (14.1) 3360 (14.9) 3/4 31/4 (83) 1920 (8.5) 2240 (10) 2560 (11.4) 3835 (17.1) 43/4 (121) 3035 (13.5) 3995 (17.8) 4955 (22) 5010 (22.3) Allowable loads based on safety factor of 4.0. 2 Values shown are for shear plane acting through anchor threads. Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. Stainless Steel Kwik Bolt 3 Allowable Loads in Lightweight Concrete1'3 Anchor diameter in. (mm) Anchor depth in. (mm) '= 2000 psi Tension lb (kN) f'= 3000 psi Tension lb (kN) f'= 4000 psi Tension lb (kN) f'= 2000 psi Shear2 lb (kN) 1/4 (6.4) 11/8 (29) 245 (1.1) 300 (1.3) 355 (1.6) 545 (2.4) 1 2 (51) 510 (2.3) 585 (2.6) 660 (2.9) 630 (2.8) 3/8 (9.5) 1 5/8 (41) 560 (2.5) 625 (2.8) 685 (3) 825 (3.7) 21/2 (64) 920 (4.1) 1200 (5.3) 1475 (6.6) 1345 (6)- 1/2 (12.7) 2 1/4 (57) 950 (4.2) 1155 (5.1) 1360 (6) 1755 (7.8) 31/2 (89) 1355 (6) 1855 (8.3) 2350 (10.5) 2955 (13.1) 5/8 (15.9) 23/4 (70) 1470 (6.5) 1605 (7.1) 1745 (7.8) 2695 (12) 4 (102) 2300 (10.2) 2715 (12.1) 3130 (13.9) 4500 (20) 'Allowable loads based on safety factor of 4.0. 2 Values shown are for shear plane acting through anchor threads. Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. Carbon Steel Kwik Bolt 3 Allowable Loads for anchor installed at 1-3/4 in. Edge Distance in Normal Weight Concrete' Anchor Diameter in. (mm) Min Depth of Embedment in. (mm) 2000 psi Tension Shear Perpendicular towards Edge lb (kN) Parallel to Edge lb (kN) lb (kN) 3/8 (9.5) 3 (76) 955 (4.2) 410 (1.8) 915 (4.1) 1/2 (12.7) 3 (76) 930 (4.1) 375 (1.7) 1000 (4.4) 41/2 (114) 1285 (5.7) 445 (2) 1415 (6.3) Allowable loads based on safety factor of 4.0 US: 1-800-879-8000 I www.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458/ www.ca.hilti.com 9 I I • - I I Kwik Bolt 3 Expansion Anchor Anchoring Systems I Carbon Steel and Stainless Steel Kwik Bolt 3 Allowable Loads Installed in Lower Flute of Metal Profile Deck into Lightweight Concrete' Anchor Material Anchor Diameter in. (mm) Min Depth of Embedment in. (mm) f'c= 3000 psi Tension lb (kN) Shear lb (kN) Carbon Steel 114 (6.4) 2 (51) 620 (2.8) 713 (3.2) 3/8 (9.5) 21/2 (64) 1035 (4.6) 1370 (6.1) 1/2 (12.7) 31/2 (89) 1725 (7.7) 2435 (10.8) 5/8 (15.9) 4 (102) 2220 (9.9) 3160 (14.1) Stainless Steel 1/4 (6.4) 2 (51) 615 (2.7) 650 (2.9) 3/8 (9.5) 21/2 (64) 1015 (4.5) 1450 (6.4) 1/2 (12.7) 31/2 (89) 1475 (6.6) 2200 (9.8) 5/8 (15.9) 4 (102) 2200 (9.8) 3355 (14.9) Allowable loads based on using a safety factor of 4.0. Mm. 3000 psi Structural Lightweight I \__ Gauge Ste Deck Mm. 41121, Mm. 4 112 I Max 1 Offset '-Upper flute Lower Flute - Countersunk Kwik Bolt Allowable Loads in Concrete' Anchor Material Anchor Diameter in. (mm) Min Depth of Embedment in. (mm) f'c= 3000 psi Tension lb (kN) Shear2 lb (kN) Carbon Steel 1/4 (6.4) 11/8 (29) 450 (2) 350 (1.6) 3/8 (9.5) 1 5/8 (41) 810 (3.6) 750 (3.3) Stainless Steel 1/4 (6.4) 11/8 (29) 480 (2.1) 500 (2.2) 3/8 (9.5) 15/8 (41) 880 (3.9) 1330 (5.9) Allowable loads based on using a safety factor of 4.0. 2 Shear values acting thru threads of anchor bolt. If acting through the empty shell, reduce loads by 70% 10 US: 1-800-879-8000/ www.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458/ wwwVcaVhilti.com L:I I 5 I Kwik Bolt 3 Expansion Anchor I I Anchoring Systems Carbon Steel Kwik Bolt 3 Allowable Loads in Grout Filled Concrete Masonry Units' 2,3,4,5,6 Anchor Diameter in. (mm) Anchor Depth in. (mm) Mm. Distance from Edge of Wall in. (mm) Tension lb (kN) Shear lb (kN) 1/4 (6.4) 11/8 (29) _____________ 4 (102) 150 12 (305) (0.7) 380 (1.7) 2 (51) 4 (102) 540 (2.4) 12 (305) 445 (2) 3/8 (9.5) 1 5/8 (41) 4 (102) 320 (1.4) 735 (3.3) 12 (305) 340 (1.5) 940 (4.2) 21/2 (64) 4 (102) 780 (3.5) 1010 (4.5) 12 (305) 1395 (6.2) 1/2 (12.7) 21/4 (57) 4 (102) 630 (2.8) 830 (3.7) 12 (305) 665 (3) 1465 (6.5) 31/2 (89) 4 (102) 905 (4) 1080 (4.8) 12 (305) 2375 (10.6) 5/8 (15.9) 23/4 (70) 4 (102) 815 (3.6) 890 (4) 12 (305) 865 (3.8) 2165 (9.6) 4 (102) 4 (102) 1240 (5.5) 970 (4.3) 12 (305) 1295 (5.8) 2770 (12.3) 3/4 (19.1) 31/4 (83) 4 (102) 1035 (4.6) 785 (3.5) 12 (305) 3135 (13.9) 43/4 (121) 4 (102) 1645 (7.3) 825 (3.7) 12 (305) 1710 (7.6) 3305 (14.7) Values are for anchors installed in Type 1 Grade N, lightweight, medium-weight, or normal-weight concrete masonry units conforming to UBC Standard 21-4. The masonry units must be fully grouted with coarse grout conforming to UBC Standard 21-15, Type S, N, or M. Masonry prism compressive strength must be at least 1500 psi at the time of installation when tested in accordance with UBC Standard 21-17. 2Anchors must be installed a minimum of 1 3/8 inch from any vertical mortar joint (see figure). 3Anchor locations are limited to one per masonry cell. ' Embedment depth is measured from the outside face of the concrete masonry unit. Linear interpolation to determine load values at intermediate edge distances is permitted. 6 All allowable loads based on safety factor of 4.0 Anchor Installation is Allowed in all Non-Shaded Areas 1 ,w1 ZmortarJoint Zconcrets Masonry Unit (Grouted) - - US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458/ www.ca.hilti.com 11 ru P 57110 mm — I I R — U I Kwik Bolt 3 Expansion Anchor Anchoring Systems Carbon Steel Kwik Bolt 3 Allowable Loads for Anchors Installed in Top of Grout Filled Concrete Masonary Wall' Tension Shear I Anchor Diameter Anchor Depth f 1500 psi Parallel to Perpendicular To I I Wall (V1) Wall (V2) in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) I 112 (12.7) 3 (76) 645 (2.9) 615 (2.7) 310 (1.4 I 5/8 (15.9) 31/2 (89) 1 850 (3.8) 1 615 (2.7) 310 (1.4; See footnotes 1,23,4,6 for Kwik Bolt 3 anchors installed in grout filled concrete masonry unit. HHDCA Ceiling Hanger Allowable Loads f_3000_psi Anchor Minimum Normal Weight Concrete Lightweight Concrete Lightweight Concrete Depth of over Metal Deck Diameter Embedment I I Tension Tension Tension I Shear Tension I Shear Upper flute Lower flute in. (mm) in. (mm) lb (kN)l lb (kN) lb (kN)l lb (kN) lb (kN) lb (kN) 1/4 (6.4)11 7/16 (37) 1 545 (2.4)1 430 (1.9) 545 (2.4)1 430 (1.9) 405 (1.8) 355 (1.6) 1 Allowable loads based on safety factor of 4.0. Length Identification System I STAMP ON ANCHOR IAI B I C I D I E I F I G I H I I I j I K I L I M I N I 0 P Q R S T I Length of From I hI 2 '21/2' 3 I 3V2I 4 I4Y2I 5 Is '/21 6 I 6½' 7 I 71/J 8 I 8½ 9½ 10 11 12 i I I I anchor(t) I Upto but not 22Y2 3 3Y2 4 4Y2 5 5Y2 6 6Y2 7 7Y2 8 8Y2 9 9 1/2 10 11 12 13 (inches) including Length Identification Mark Anchor Spacing and Edge Distance Guidelines s = on-center fastening spacing c = edge distance tom center of bolt. Apply appropriate load reducticn factors for tension and shear ifanchor spacing and/or edge distance is less the the critical spacing (sr) or edge distance (ccr) as defined by Hilti. 3-See section 4.1.2.3 of2005 Hilti Product Technical guide br determinig compounded spacing and edge distance reduction as ell as intermediate load values for concrete strengths and embedments. 12 US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458 / www.ca.hilti.com ___I I - - U Kwik Bolt 3 Expansion Anchor I I Anchoring Systems Edge Distance Adjustment Factors EDGE REDUCTION FACTOR TENSION 1.75 1.25 0.75- 0.5 0.25 0 0.6 0.7 0.8 0.9 RN EDGE REDUCTION FACTOR SHEAR 2.5 c RVl 0.5 o RV Adjustment Conditions Critical Edge Distance Mm. Edge Distance Emb. Ratio C/h0 = 1.75 c/h0 = 1.00 Reduction fRN = 1.00 fRN = 0.80 he = hact for the following condition hmin ~ hact 5 hnom he hnom for the following condition hact hnom hact = Actual Embedment c = Actual Edge Distance RN = Edge Distance Reduction Factor for Tension Loading Adiustment Conditions Shear Plane Correlation Shear Condition RV Reduction factor at Mm. Edge Distance Rv1 shear towards edge fRv1 = 0.50 RV2 shear parallel to edge fRV2 = 0.60 fRv3 shear away form edge fRv3 = 0.83 embedment to edge dist ratio at critical edge dist. C/hmjn = 3.00 embedment to edge dist ratio at min edge dist. C/hmin = 1.50 c = Actual Edge Distance hmin = Min Embedment for Specific Anchor Diameter Anchor SDacina Adjustment Factors Adjustment Conditions I Critical Edge Distance I I Mm. Edge Distance I Emb. Ratio I s/he = 2.25 I s/he = 1.00 Reduction fAN = 1.00 fAN = 0.60 he = hact for the following condition hm,n ~5 hack :5 hnom he = hnom for the following condition hact > hnom hact = Actual Embedment s = Actual Anchor Spacing Distance fAN = Anchor Spacing Reduction Factor for Tension Loading ANCHOR SPACING REDUCTION FACTOR SHEAR 1.75 1.5 0.75 0.5 0.25 0 0.8 0.85 0.9 0.95 AV Adjustment Conditions Critical Edge Distance I I Mm. Edge Distance Emb. Ratio I 5/he = 2.25 s/h0 = 1.00 Reduction I fAV = 1.00 I fAv = 0.90 he = hact for the following condition hmin hact 5 hnom he = hnom for the following condition hact > hnom he, = Actual Embedment s = Actual Anchor Spacing Distance fAv= Anch or Spacing Reduction Factor for Shear Loading US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 20051 Canada: 1-800-363-4458 / www.ca.hiIti.com 13 NOTE: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be calculated using equations below. Spacing - Tension hmin :5 hack :5 hnom hact 2~ hnom +0.88 /h, ±0.88 /h fAN= fAN 3.13 3.13 Edge Distance - Tension hmin :5 :5 hnom hact ? hnom C h act +2 - - h,,,, fRM C +2 JAW - - 3.75 Spacing - Shear hmin 5 hact :5 hnom ha ;, hnom +10.25 /h, ,/+1u25 fAW 12.5 4W 125 Edge Distance - Shear had 2: hmin Perpendicular - C Toward Edge AWl - 3h0, in Parallel to Edge /h. +0.75 375 Perpendicular Away X. +582, from Edge fR113 - 8.82 I Kwik Bolt 3 Expansion Anchor Anchoring Systems Influence of Edge Distance on Anchor Performance Standard Anchor Embedments (in.) 1/4 hmin 1 1/8 hnom 2 hdeep 3 hmin 1 5/8 3/8 hnom 2 1/2 hdeep 3 1/2 1/2 - hmin 2 1/4 hnom 3 1/2 hdeep 43/4 Load Adjustment Factors for 1/4" Diameter Anchors Anchor . Edge Edge Distance Shear Spacing Spacing .i. toward I away Diameter Distance Tension Tension Shear edge II to edge from edge 1/4 in. AN RN AV RVl RV2 RV3 Emb. in. 11/8 2:2 11/8 2:2 11/8 2:2 2:11/8 2:11/8 ?11/8 11/8 0.60 111/16 0.76 0.93 0.94 0.50 0.60 0.83 - 1 3/4 0.78 095 094 0.52 0.61 0.84 2 ca - 0.85 0.60 1.00 0.80 0.96 0.90 0.59 0.67 0.86 2 1/4 0.92 0.64 0.83 0.981 0.91 0.67 0.73 0.89 0 2 1/2 0.99 0.68 0.87 1.00 0.92 0.74 0.79 0.91 3 1.00 0.76 - 0.93 - 0.94 0.89 0.91 1 0.96 Lii 3 3/8 0.82 0.98 0.96 1.00 1.00 1 1.00 3 1/2 084 - 1.00 - 0.96 4 0.92 0.98 41/2 1.00 - 1.00 Ulan) Load Adjustment Factors for 3/8' Diameter Anchors Anchor . Edge Edge Distance Shear Spacing Spacing ± toward .L away Diameter Distance Tension Tension Shear edge II to edge from edge 3/8 in. 1AN RN 'AV fRV1 fRV2 RV3 Emb. in. 1 5/8 ~: 2 1/2 1 5/8 ~: 2 1/2 1 5/8 2-21/2 ? 1 5/8 a 1 5/8 2:15/8 1 5/8 0.60 0.80 0.90 2 0.67 0.86 0.92 2 1/4 072 090 2 1/2 0.77 093 CS 060 0.94 0.80 0.94 0.90 0.51 0.61 0.83 3 0.87 0.66 1.00 0.85 0.97 0.92 0.62 0.69 0.87 5 3 1/4 0.92 0.70 1 1 0.88 0.98 0.92 0.67 0.73 0.89 3 1/2 0.97 0.73 0.91 0.99 0.93 0.72 0.77 0.90 3 3/4 1.00 0.76 - 0.93 1.00 0.94 0.77 0.82 0.92 4 0.79 0.96 0.95 0.82 0.86 0.94 4 1/2 0.86 1.00 0.96 0.92 0.94 0.97 • 5 0.92 - - 0.98 1.00 1.00 1.00 . 5 5/8 ____ 100 - - tOO (1)53/4 Load Adjustment Factors for 1/2" Diameter Anchors Anchor . Edge Edge Distance Shear S pacing Spacing .1. toward II toedge away Diameter Distance Tension Tension Shear edge from edge 1/2 in. 'AN RN 1AV fRV1 RV2 RV3 Emb. in. 21/4 2:31/2 21/4 a 31/2 21/4 2:31/2 ?21/4 a21/4 ~:21/4 2 1/4 1 0.60 0.80 0.90 21/2 1 064 083 091 3 071 089 093 3 3/8 0.76 0.93 0.94 0.50 0.60 0.83 . 3 3/4 0.81 0.62 0.98 0.82 0.95 0.91 0.56 0.64 0.85 4 1/4 0.88 0.67 1.00 0.86 0.97 0.92 0.63 0.70 0.87 4 3/4 0.96 0.71 0.90 0.99 0.93 0.70 0.76 0.90 5 1.00 0.74 - 0.91 1.00 0.93 0.74 0.79 1 0.91 . 5 3/4 0.81 - 0.97 0.95 0.85 0.88 0.95 6 083 1.00 - 0.96 0.89 0.91 0.96 6 1/2 0.87 - 0.97 0.96 0.97 0.99 7 1/4 1 0.94 1 - 0.99 1.00 1.00 1.00 U) 73/4 1.00 1 1.00 14 US: 1-800-879-8000 /www.us.hiiti.com IHiLTi Product Technical Guide 20051 Canada: 1-800-363-4458 / www.ca.hilti.com Standard Anchor Embedments (in.) - 5/8 hmin 23/4 hnom 4 hdeep 5 1/2 3/4 hmin 31/4 h00 , 43/4 hdeep -T1 -/2 1 1 - hmin 4 1/2 hnom 6 hdeep Embedment depth shown reflects embedment for carbon steel anchor, deep embedment depth for stainless steel anchor is 8 inch. NOTE: Tables apply for listed embedment depths. Reduction factors for other embedment depths must be ciculated using equations below. Spacing - Tension hmin :5 had :5 hnom had hnom +0.88 h+0.88 JAN JAN 3.13 3.13 Edge Distance - Tension hmin :5 had :5 hnom had 2, hnom C h act +2 ç - C +2 h.,om JRN - 375 JRR -3.75 Spacing - Shear hmin ~5 hact ~5 hnom had ? hnom ,Yh +10.25 ,Yk+1a25 fAv = 12.5 125 A 125 Edge Distance - Shear hact hmin Perpendicular . = C Toward Edge 3hmr Yk.+0.75 Parallel to Edge fRl'2 = 3.75 Perpendicular +5.82 ,2. Away from Edge = 8.82 - I I - - I Kwik Bolt 3 Expansion Anchor Anchoring Systems Influence of Edge Distance on Anchor Performance Load _Adjustment _Factors for 5/8" Diameter Anchors Anchor . Edge Edge Distance Shear Spacing Spacing I toward II to I away Diameter Distance Tension Tension Shear edge edge from edge 5/8 in. AN fRN AV fRV1 RV2 fRv3 Emb. in. 1 23/4 2: 4 23/4 2t 4 23/4 Z: 4 2: 2 3/4 2: 2 3/4 2: 2 3/4 2 3/4 060 080 090 3 1/2 0.69 0.87 - 0.92 -- 4 0.75 0.60 0.92 0.80 0.94 0.90 4 1/4 0.77 0.62 0.95 0.82 0.94 0.91 0.52 0.61 0.84 4 3/4 0.83 0.66 1.00 0.85 0.96 0.92 0.58 0.66 1 0.86 0 5 1/2 0.92 0.72 0.90 098 0.93 0.67 0.73 0.89 6 0.98 0.76 - 0.93 0.99 094 0.73 0.78 0.91 6 1/4 1.00 0.78 0.95 1.00 0.95 0.76 0.81 0.92 .- 7 0.84 - 1.00 0.96 1 0.85 0.88 0.95 7 1/2 0.88 1 0.97 0.91 0.93 0.97 7 3/4 0.90 0.98 0.94 0.95 0.98 CL 8 1/2 0.96 - - 0.99 1.00 1.00 1.00 9 1.00 1.00 _______ Load Adjustment Factors for 3/4" Diameter Anchors Anchor . Edge Edge Distance Shear S pacing Spacing I toward II to .1. away Diameter Distance Tension Tension Shear edge edge from edge 3/4 in. AN 1RN 1AV fRvl fRv2 fRv3 Emb. in. 31/4 2-43/4 31/4 2!43/4 31/4 2!43/4 31/4 31/4 31/4 3 3/8 061 081 090 d 067 086 092 - 0.77 0.62 0.94 0.81 0.94 0.90 0.51 0.61 0.83 3/4 0.85 0.67 1.00 0.86 0.96 0.92 0.59 0.67 0.86 o 1/4 0.90 0.70 - 0.88 0.971 0.93 0.64 0.71 0.88 An 1/2 0.92 0.72 0.90 0.98 0.93 0.67 0.73 0.89 7 0.97 0.75 1 0.93 0.99 0.94 0.72 0.77 0.90 7 1/2 1.00 0.79 0.95 1.00 0.95 0.77 0.82 0.92 - En 8 1/4 0.84 1.00 0.96 0.85 0.88 0.95 9 0.89 0.97 0.92 0.94 0.97 9 3/4 0.94 - - 098 1.00 1.00 1.00 a 101/4 0.97 - - 0.99 U) 1103/4 1.00 - - 1.00 Load Adjustment Factors for 1" Diameter Anchors Anchor . Edge . Edge Distance Shear S pacing Spacing .1. toward II to I away Diameter Distance Tension Tension Shear edge edge from edge I in. AN RN AV fRvl RV2 RV3 Emb.Depth, 41/2 2:6 41/2 2:6 41/2 ~t6 2:41/2 2:41/2 2:41/2 41/2 060 080 090 071 060 089 080 093 090 0.78 0.65 0.95 0.84 0.94 0.91 0.52 0.61 0.84 0.85 0.71 1.00 0.89 0.96 0.93 0.59 0.67 0.86 - 092 076 - 093 0.98 094 0.67 0.73 0.89 An 3/4 097 080 - 97 0.99 0.95 0.72 0.78 0.91 e, 101/4 1.00 0.83 0.99 1.00 0.96 0.76 0.81 0.92 1 1/4 6.88 1.00 0.97 0.83 0.87 0.94 1 5/8 0.90 0.98 0.86 0.89 0.95 121/2 0.95 0.99 0.93 0.94 0.97 . 3 0.97 0.99 0.96 0.97 0.99 a 131/2 1.00 1.00 1.00 1.00 U)143/4 ~~l US: 1-800-879-8000 /www.us.hilti.com IHILTI Product Technical Guide 20051 Canada: 1-800-363-4458 / www.ca.hilti.com 15 - I'M - N-J I W.M, I_ill. u_I I Kwik Bolt 3 Expansion Anchor Anchoring Systems 1.4 Anchor Installation Instructions Kwik Bolt 3 Anchor Installation Instructions into normal weight and lightweight concrete 1 Hammer drill a hole to the same nominal 2 Glean hole diameter as the Kwik Bolt 3. The hole depth must exceed the anchor embedment by at least one diameter. The fixture may be used as a drilling template to ensure proper anchor location - 3 Drive the Kwik Bolt 3 into the hole. 4 Tighten the nut to the recommended using a hammer. The anchor must be intallaUon torque driven until at least six threads are below the surface of the fixture. 16 US: 1-800-879-8000 /www.us.hilti.com I HILTI Product Technical Guide 20051 Canada: 1-800-363-4458/ www.ca.hiIti.com 4. Loosen screw two full turns. 6. Tighten. : Kwik Bolt 3 Expansion Anchor I I Anchoring Systems Countersunk Kwik Bolt 3 Anchor Installation Instructions 1 - . ... ........ i-i - 1. Drill. 2. Clean. 3. Thread Post Nut Completely onto anchor. Tap into hole. Rod Coupling Kwik Bolt 3 Anchor Installation Instructions oio -I .• • •••• •i. E• -I t- -- - 1. Drill. 2. Clean. 3. Tap-in. 4. Tighten. Hilti Ceiling Kwik Bolt (HHDCA) Anchor Installation Instructions rill ;i 96 OV 1. Drill hole 2. Tap-in 3. Pry down- using 1/4" bit. ward US: 1-800-879-8000/ www.us.hilti.com I 1-IILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458 / www.ca.hilti.com 17 I Kwik Bolt 3 Expansion Anchor Anchoring Systems I 1.5 Ordering Information Kwik Bolt 3 Anchor Product Line Size Length (C) in. (mm) Thread Length (C th) in. (mm) ID Stamp Box Sales Item No. Carbon Steel 304SS 316SS HDG 1/4x1 3/4 13/4 (44) 3/4 (19) A 100 282502 282539 - - 114x2 1/4 21/4 (57) B 282503 282540 282565 - 114x31/4 31/4 (83) 2 (51) 0 282504 282541 282566 - 114x4 1/2 41/2 (114) 3 (76) G 282521 282553 - - 3/8x2 1/4 21/4 (57) 7/8 (22) B 50 282505 282542 - - 3/8x3 3 (76) I 1/8 (29) D 282506 282543 282567 - I 1/2 (38) 282522 282554 - - 3/8x3 3/4 33/4 (95) 1 1/8 (29) E 282507 282544 282568 - 21/2 (64) 282523 282555 - - 3/8x5 5 (127) 1 1/8 (29) H 282508 282545 - - 3 1/4 (83) 282524 282556 - - 3/8x7 7 (178) 51/2 (140) L 282525 282557 - - 1/2x2 3/4 23/4 (70) 11/4 (32) _________________ C 25 282509 282546 - - 1/2x3 3/4 3314 (95) E 282510 - 282547 282569 21/4 (57) 282526 282558 - 378083 1/2x41/2 41/2 (114) 11/4 (32) G 282511 282548 282570 - 3 (76) 282527 282559 - 378084 1/2x5 1/2 61/2 (140) 1 1/4 (32) 282512 282549 282571 - 33/4 (95) 282528 282560 - 378085 1/2x7 7 (178) 4314 (121) L 282529 282561 - 378086 5/8x3 3/4 33/4 (95) 11/2 (38) _________________ E 15 282513 282550 282572 - 5/8x4 3/4 43/4 (121) G 282514 - 282551 282573 21/2 (64) 282530 282562 - 378087 5/8x6 6 (152) 11/2 (38) 282515 282552 282574 - 4 (102) 282531 - - 378088 5/8x7 7 (178) 11/2 (38) L 282516 - - - 43/4 (121) 282532 - - - 5/8x8 1/2 81/2 (216) 61/2 (165) 0 282533 282563 - - 5/8x10 10 (254) 7 (178) R 282534 282564 - - 3/4x43/4 43/4 (121) 1 5/8 (41) __________________ G 10 282517 - - - 20 - 286020 286033 - 21/2 (64) 10 282535 - - 378089 20 - 286021 - - 3/4x51/2 51/2 (140) 15/8 (41) __________________ I 10 282518 - - - 20 - 286024 286034 - 33/8 (86) 10 282536 - - 378090 20 - 286025 - - 3/47 7 (178) 15/8 (41) L 10 282519 286026 - - 41/2 (114) 282537 - - - 3/48 8 (203) 53/4 (146) N 282520 286027 - 378091 3/410 10 (254) 6 (152) R 282538 286028 286035 - 3/412 12 (305) T 286016 286029 - - 1x6 6 (152) 21/4 (57) J 5 286017 286030 286036 - 1x9 9 (229) P 286018 286031 - - 1x12 12 (305) 6 (152) 1 286019 286032 - - 18 US: 1-800-879-8000/www.us.hUticom IHILTI Product Technical Guide 20051 Canada: 1-800-363-4458/ www.ca.hiIti.com I_Il I Kwik Bolt 3 Expansion Anchor I Anchoring Systems Countersunk Kwik Bolt 3 Anchor Product Line Size Length in. (mm) Box Quantity Sales Item No. Carbon Steel 304 SS C1/4x2 2 (51) 100 286037 - C1/4x3 3 (76) 100 286038 286044 Cl/4x5 5 (127) 50 286039 - C3/8x2 1/4 2 1/4 (57) 100 286040 - 03/8x3 3 (76) 100 286041 - C3/8x4 4 (102) 50 286042 286045 C3/8x5 5 (127) 50 286043 - Rod Coupling Kwik Bolt 3 Anchor Product Line Size Length in. (mm) Thread Length in. (mm) ID Stamp I Box I I Quantity Sales Item No. I Carbon Steel 3/8x2 1/4 21/4 (57) 7/8 (22) B 100 283470 HHDCA Ceiling Anchor Product Line Size Length in. (mm) Box Quantity Sales Item No. Carbon Steel 1/4x2 1/4 2 (57) 100 371389 Kwik Bolt 3 Anchor Long Thread Kwik Bolt 3 Anchor Countersunk Kwik Bolt 3 Anchor Rod Coupling Kwik Bolt 3 Anchor (3/8" x 2 1/4" only) ** - HHDCA Ceiling Hanger (1/4" x 2" only) US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 2005 1 Canada: 1-800-363-4458 / www.ca.hiIti.com 19 Kwik Bolt 3 2005 Product Technical Guide Supplement NOTES: expertise. in every case. P.O. Box 21148, Tulsa OK 74121 • Us 1-800-879-8000 www.us.hiIti.com • Canada 1-800-363-4458 www.ca.hiIti.com • Printed in the United States Hilti is an equal opportunity employer • Hilti is a registered trademark of Hilti, Corp. • ©Copyright 2005 by Hilti, Inc. • Rev 02/11/2005 The data contained in this literature was current as of the date of publication. Updated and changes may be made based on later testing. is needed that the data is still current, please contact the Hilti Technical Support Specialist at 1-800-879-8000. All published load values containec in this literature represents the results of testing by Hilti or test organizations. Local base materials were used. Because of variations in materials, on site testing is necessary to determine performance at any specific site. I-HI--I-I HDI & HDI-L Drop-In Anchor Mechanical Anchoring Systems 4.3.6.1 Product Description The Hilti HDI/HDI-L Drop-In anchor is an internally threaded, flush mounted expansion anchor for use in concrete. Product Features HDI Anchor, setting tool and Hilti drill bit form a matched tolerance system to provide reliable fastenings Below surface setting for easy patchwork Allows shallow embedment without sacrificing performance HDI-L Lip provides flush installation, consistent anchor depth, and easy rod alignment Lip allows accurate flush surface setting, independent of hole depth Ideal for repetitive fastenings with threaded rods of equal length Intelligent expansion section adapts to the base material and reduces number of hammer blows up to 50% Easy to read brand and size identification (red paint) Guide Specifications Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type Ill. Anchors shall be Hilti HDI/HDI-L anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors as per manufacturer's recommendations. 4.3.6 HDI & HDI-L 4.3.6.1 Product Description 4.3.6.2 Material Specifications 4.3.6.3 Technical Data 4.3.6.4 Installation Instructions 4,3.6.5 Ordering Information 4.3.6.2 Material Specifications HDI/HDI-L, 1/4', 3/8', 1/2", and HDI 5/8" and 3/4" are manufactured from mild carbon steel which is plated with a zinc finish for corrosion protection in accordance with ASTM B 633, SC 1, Type Ill HDI Stainless Steel material meets the requirements of AISI 303 4.3.6.3 Technical Data HDI/HDI-L Specification Table Anchor HDI/HDI- L HDI ______ 1/4 3/8 1/2 5/8 3/4 Size in. Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) db,t Bit diameter' in. 3/8 1 1/2 5/8 27/32 1 hnom Std. depth of embed. in. 1 1-9/16 2 2-9/16 3-3/16 e Anchor length (mm) (25) (40) (51) (65) (81) h1 Hole depth th Useable thread in. 7/16 5/8 11/16 7/8 1-3/8 length (mm) (11) (15) (17) (22) (34) Threads per inch 20 1 16 13 11 10 h mm. base material in. 3 3-1/8 4 5-1/8 6-3/8 thickness (mm) (76) (79) (102) (130) (162) Tmax max. tightening ft-lb 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) (108.5) 1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1. - ---- - W, , t, Listinas/ADorovals ICC-ES (International Code Council) Evaluation Report No. 2895 (HDI Only) COLA (City of Los Angeles) Research Report No. 23709 (HDI Only) FM (Factory Mutual) Serial No. 22765 "Sprinkler Hanger Components—Expansion Shields." (HDI and HDI-L) UL (Underwriters Laboratory) "Pipe Hangers" (3/8-3/4" diameter) (HDI and HDI-L) Combined Shear and Tension Loading IN '+ d fV \5/3 < 1.0 (Ref. Section 4.1.2.7) ~N_rec) Visit Hi/ti Online US www.us.hilti.com Canada www.ca.hilti.com Hilti, Inc. (US) 1-800-879-8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1-800-363-4458 I II - I 181 HDI & HDI-L Drop-In Anchor Mechanical Anchoring Systems Carbon Steel HDI Ultimate Loads in Concrete Anchor size 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in. (mm) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L 1/4 ( 6.4) 1995( 8.9) 1995( 8.9) 1800( 8.0) 1800( 8.0) 2270(10.1) 2270(10.1) 2500(11.1) 2500(11.1) 3150(14.0) 3150(14.0) 2800(12.5) 2800(12.5) 3/8 ( 9.5) 3555(15.8) 3555(15.8) 3850(17.1) 3850(17.1) 4460(19.8) 4460(19.8) 5000(22.2) 5000(22.2) 5430(24.2) 5430(24.2) 6000(26.7) 6000(26.7) 1/2 (12.7) 4470(19.9) 4470(19.9) 6000(26.7) 6000(26.7) 7140(31.8) 7140(31.8) 8500(37.8) 7750(34.4)' 9375(41.7) 9375(41.7) 110000 (44.5) 10000(44.5) 5/8 (15.9) 7500(33.4) - 10000 (44.5) - 11685(52.0) - 13000(57.8) - 14865(66.1) 1 15000(66.7) - 3/4 (19.1) 10000(44.5) - 15500 (69.0) - 16260(72.3) - 0000(89.0) - 22250 (99.0) - 22000(97.9) - Carbon Steel HDI Allowable Loads in Concrete Anchor size 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in.(mm) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L 1/4 (6.4) 500(2.2) 500 (2.2) 450) 8.0) 450(8.0) 570(2.5) 570(2.5) 625(2.8) 625 (2.8) 790(3.5) 790(3.5) 700) 3.1) 700(3.1) 3/8 (9.5) 890) 4.0) 890(4.0) 965) 4.3) 985(4.3) 1115( 5.0) 1115(5.0) 1250( 5.6) 1250(5.6) 1360) 6.0) 1360) 6.0) 1500) 6.7) 1500) 6.7) 1/2 (12.7) 1120) 5.0) 1120(5.0) 1500) 6.7) 1500(6.7) 1785) 7.9) 1785(7.9) 2125( 9.5) 1940(8.6) 2345(10.4) 2345(10.4) 2500(11.1) 2500(11.1) 5/8 (15.9) 1875( 8.3) 1 - 2500 (11.1) 1 - 2920 (13.0) 1 - 3250 (14.5) - 3715(16.5) - 3750(16.7) - 3/4 (19.1) 2500(11.1) - 3875(17.2) - 4065(18,1) - 5000(22.2) - 5565(24.8) - 5500(24.5) - Note: The ultimate shear and allowable shear values are based on the use of SAE Grade 5 bolts, (f = 85 ksi, F.1, = 120 ksi) with the exception of the 1/4 HDVHDI-L in f' = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt (f = 120 ksi, F jt = 150 ksi). Carbon Steel HDI Allowable Loads in Lightweight Concrete and Lightweight Concrete over Metal Deck1'2 Anchor Size Anchor Installed in 3000 psi (20.7 MPa) Lt. Wt. Concrete3 Anchor Installed Through Steel Deck Upper Flute Into 3000 psi (20.7 MPa) Lt. Wt. Concrete4 Anchor Installed Through Steel Deck Lower Flute Into 3000 psi (20.7 MPa) It. Wt. Concrete4 in. (mm) Tension, lb (kN) Shear, lb (kN) Tension, lb (kN) Shear, lb (kN) Tension, lb (kN) Shear, lb (kN) 1/4(6.4) 465(2.1) 340(1.5) 530(2.4) 335(1.5) 375(1.7) 250(1.1) 3/8(9.5) 755(3.4) 940(4.2) 880(3.9) 1010(4.5) 500(2.2) 500(2.2) 1/2(12.7) 1135(5.0) 1700(7.6) 1105(4.9) 1755(7.8) 625(2.8) 750(3.3) 5/8(15.9) 1465(6.5) 2835(12.6) - - 875(3.9) 875(3.9) 3/4(19.1) 2075 (9.2) 3680 (16.4) - - 1250 (5.5) 1000 (4.4) 1 The allowable values are based on the use of SAE Grade 2 bolts installed in the 3 The tabulated shear and tensile values are for anchors installed in structural light- anchors. weight concrete having the designated ultimate compressive strength at the time of 2 Based on using a safety factor of 4.0. installation. The concrete must comply with ASTM C 330-77. 4 The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM Stainless Steel HDI Ultimate Loads in Concrete C 330-77. Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) SSHDI-1/4 (6.4) 1930 (8.6) 2400 (10.7) 2950 (13.1) 2400 (10.7) SS HDI -3/8 (9.5) 4170 (18.5) 4920 (21.9) 5850 (26.0) 4920 (21.9) SS HDI -1/2 (12.7) 7350 (32.7) 11040 (49.1) 9630 (42.8) 11040 (49.1) SS HDI - 5/8 (15.9) 10540(46.9) 18040 (80.2) 15100 (67.2) 18040 (80.2) SS HDI - 3/4 (19.1) 15340 (68.2) 22320 (99.3) 20130 (89.5) 22320 (99.3) Stainless Steel HDI Allowable Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) HDI - 1/4 (6.4) 480 (2.1) 600 (2.7) 740 (3.3) 600 (2.7) HDI - 3/8 (9.5) 1040 (4.6) 1230 (5.5) 1460 (6.5) 1230 (5.5) HDI-1/2 (12.7) 1840 (8.2) 2760 (12.4) 2410 (10.7) 2760 (12.3) HDI-5/8 (15.9) 2630(11.7) 4510 (20.1) 3770 (16.8) 4510 (20.1) HDI-3/4 (19.1) 3830 (17.0) 5580 (24.8) 5030 (22.4) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18-8 bolts. 182 1 II -.mill Hilti, Inc. (US) 1-800-879-8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1-800-363-4458 HDI & HDI-L Drop-In Anchor Mecharilca/Anchoring Systems Anchor Spacing and Edge Distance Guidelines (See Anchoring Technology Section 4.1.3) Anchor Spacing Adjustment Factors s = Actual Spacing Smin = 2.0 hnom Scr = 3.5 h 0 Scr 3.0- Shear :0Y" 2.0-- 'min_ hnom - - I 1.0- I - I 0 1 I 0 .2 .4 .6 .8 1.0 Anchor Spacing Adjustment Factor (IA) Edge Distance Adjustment Factors c = Actual edge distance Cmin = 2.0 hnom c 1 = 3.0 hnom Ccr 3.0-- Shear : Tension 2.0 h 0,, I 0 .2 .4 .6 .8 1.0 Edge Distance Adjustment Factor fRN) N Influence of Anchor Spacing & Edge Distance 'A' 'R Anchor Size in. (mm) hnom in. (mm) 1/4(6.4) 1(25) 3/8(9.5) 1-9/16(40) 1/2(12.7) 2(51) 5/8(15.8) 2-9/16(65) 3/4(19.1) 3-3/16(81) hnom = standard embedment depth Load Adjustment Factors (Anchor Spacing) fA Load Adjustment Factors (Edge Distance) fR Tension/Shear Loads Tension, fgN Shear, fRV Spacing s in. (mm) Anchor Diameter Edge Distance c in. (mm) Anchor Diameter Anchor Diameter 1/4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 5/8 3/4 2 (51) 50 2 () 80 65 - 2-1/2 (L .67 - 2-1/2 () .90 - .83 - 3 83 50 - 3 ( 10 80 10 65 3-1/2 t0.58 3-1/2 (85 1 13 4(102) .69 .50 - 4(102) .91 .80 - .85 .65 - 4-1/2(114) - .79 .58 4-1/2(114) .98 .85 .96 .74 - - 5(127) .90 .67 .50 5(127) 1.0 .90 .80 1.0 .83 .65 5-1/2(140) - 1.0 .75 .55 - 5-1/2(140) - .95 .83 - .91 .70 - 6(152) 1 .83 .61 .50 6(152) 1.0 .87 1.0 .77 - 7(178) 1.0 .74 1 .57 6-1/2(165) 1 .91 .80 - 84 .65 8(203) .87 .67 7(178) - .95 1 .84 - - .91 .72 9 (229) 1.0 .77 8(203) 1.0 .90 - 1.0 1 .83 10(254) - .88 9 (229) 11(279) - .98 10(254) 12(305) 1.0 Smjn = 2.0 hnom, Scr = 3.5 hnom fA = 0.33 s-0.17 for Scr> S > Smin Cmin = 2.0 hnom, Ccr = 3.0 hnom fRN= 0.2 c +0.4 hnom for Ccr> C > Cmin Cmin = 2.0 hnom, Ccr = 3.0 hnom fv = 0.35 c-0.05 hnom for Ccr> C > Cmin Al Visit Hi/ti Online US www.us.hilti.com Canada www.ca.hilti.com Hilti, Inc. (US) 1-800-879-8000 1 Product Technical Guide 2004 1 Hilt! (Canada) Corporation 1-800-363-4458 I_II_-._•_I 183 4.... • 4-4 - 4.3.6 HDI & HDI-L DroD-In Anchor Median/ca/Anchoring Systems 4.3.6.4 Installation Instructions 1 Adjust depth gauge so that anchor will 2 Hammer drill hole. 3 Clean hole. 4 Install anchor using proper setting be flush with the concrete surface tool. Setting tool to be driven into when installed, anchor until setting tool shoulder meets top of anchor. 4.3.6.5 Ordering Information HDI Anchors Anchor Carbon Steel Stainless Steel Th Size read Description Item No. Description Item No. Description Item No. Box Oty 1/4 HDI 1/4 00336425 I-IDI-L 1/4 00283608 HDI (SS 303) 1/4 00336430 100 3/8 HDI 3/8 00336426 HDI-L 3/8 00283609 HDI (SS 303) 3/8 00336431 50 1/2 HDI 1/2 00336427 HDI-L 1/2 00283610 HDI (SS 303) 1/2 00336432 50 5/8 HDI 5/8 00336428 - - HDI (SS 303) 5/8 00336433 25 3/4 HDI 3/4 00336429 - - HDI (SS 303) 3/4 00336434 25 Setting Tools for HDI & HDI-L Anchors Anchor Thread Size Description - Manual Setting Tools Item No. 1/4 HST 1/4 Setting Tool 00032978 3/8 HST 3/8 Setting Tool 00032979 1/2 HST 1/2 Setting Tool 00032980 5/8 HST 5/8 Setting Tool 00032981 3/4 HST 3/4 Setting Tool 00032982 Anchor Thread Size Description -Automatic Setting Tools' Item No. 3/8 HSD-MM 3/8 (TE-C-245010 3/8 Setting tool) 00243751 1/2 HSD-MM 1/2 (TE-C-24SD12 1/2 Setting tool) 00243752 1 Use automatic setting tools with TE-5, TE-5A, TE-1 5, TE-1 8 and TE-25 rotary hammer drills. Visit Hilti M7 www.Us.hilti.com US www.Ca.hilti.Com Canada 184 I I -. W] Hilti, Inc. (US) 1-800-879-8000 1 Product Technical Guide 2004 1 Hilti (Canada) Corporation 1-800-363-4458