LOK-BOLT AS. Mechanical Anchors GENERAL INFORMATION SECTION CONTENTS. Sleeve Anchor

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1 General Information Mechanical s GENERAL INFORMATION LOK-BOLT AS Sleeve PRODUCT DESCRIPTION The Lok-Bolt AS is an all-steel pre-assemble single unit sleeve anchor which is esigne for use in concrete or masonry base materials. The anchors are available in multiple hea styles for multiple applications an a finishe appearance. extener sleeves can be ae to create longer lengths. GENERAL APPLICATIONS AND USES Door an winow frame installations Masonry applications Electrical / Mechanical applications Mounting fixtures on walls General purpose anchoring FEATURES AND BENEFITS + + Variety of hea styles, lengths an sizes + + All steel component esign + + Preassemble anchor for immeiate installation + + Sleeve esign keeps anchor centere in hole + + Sleeve has 360 contact area for even stress istribution + + Versatile can be use for soli an hollow concrete or masonry applications + + Designe to allow fixture to raw snug against the base material uring tightening GUIDE SPECIFICATIONS CSI Divisions: Concrete s, Masonry s, an Post-Installe Concrete s Expansion anchors shall be Lok-Bolt AS as supplie by DEWALT, Towson, MD. s shall be installe in accorance with publishe instructions an the Authority Having Jurisiction. SECTION CONTENTS General Information...1 Material Specifications...2 Installation Specifications...2 Installation Instructions...3 Performance Data...4 Orering Information...5 HEAD STYLES LOK-BOLT AS ASSEMBLY Hex Hea Acorn Nut Roun Hea Combo Flat Hea Threshol Flat Hea Ro Hanger Tie-Wire ANCHOR MATERIALS Zinc Plate Type 304 ANCHOR SIZE RANGE (TYP.) 1/4" iameter through 3/4" iameter SUITABLE BASE MATERIALS Normal-Weight Concrete Groute Concrete Masonry (CMU) Hollow Concrete Masonry (CMU) Brick Masonry 1

2 Material Specifications MATERIAL SPECIFICATIONS Component Version Version Plow-Bolt AISI 1010/1018 Type 304 Expansion Sleeve AISI 1010 Type 304 Extener AISI 1010 N/A Zinc Plating ASTM B 633, SC1, Type III (Fe/Zn5) N/A INSTALLATION SPECIFICATIONS Acorn Nut an Hex Hea Lok-Bolt AS 1/2" 5/8" 3/4" ANSI Bit, bit () 1/4 5/16 3/8 1/2 5/8 3/4 Fixture Clearance Hole, h () 5/16 3/8 7/16 9/16 11/16 15/16 Plow Bolt (UNC) /4-20 5/ /8-16 1/2-13 5/8-11 Nut Height () 3/16 7/32 17/64 21/64 7/16 35/64 Washer O.D., w () 1/2 5/8 13/ /8 1-3/4 Wrench () 3/8 7/16 1/2 9/16 3/4 15/16 Roun Hea Lok-Bolt AS ANSI Bit, bit () 1/4 5/16 3/8 Fixture Clearance Hole, h () 5/16 3/8 7/16 Plow Bolt (UNC) /4-20 5/16-18 Hea Height () 11/64 13/64 15/64 Hea With, h () 29/64 9/16 43/64 Phillips Driver #3 #3 #4 Combo Flat Hea Lok-Bolt AS ANSI Bit, bit () 1/4 5/16 3/8 Fixture Clearance Hole, h () 5/16 3/8 7/16 Plow Bolt (UNC) /4-20 5/16-18 Hea Height () 5/32 3/16 15/64 Hea With, h () 1/2 5/8 3/4 Phillips Driver #2 #3 #4 Ro Hanger Lok-Bolt AS ANSI Bit, bit () 5/16 3/8 1/2 Plow Bolt (UNC) 1/4-20 5/ /8-16 Coupling Height () 7/ /4 Washer O.D., w () 5/8 13/16 1 Coupling Wrench () 3/8 1/2 11/16 Threshol Lok-Bolt AS, 1/4" ANSI Bit, bit () 1/4 Fixture Clearance Hole, h () 5/16 Plow Bolt (UNC) Hea Height () 5/64 Hea With, h () 23/64 Tie-Wire Lok-Bolt AS, 5/16" ANSI Bit, bit () 5/16 Fixture Clearance Hole, h () 3/8 Plow Bolt (UNC) 1/4-20 Hea Height () 1-9/16 Hea With, h () 31/64 2Mechanical s

3 Installation Instructions Mechanical s INSTALLATION INSTRUCTIONS Hex/Acorn/Flat Hea Roun Versions Ro Hanger Version Tie-Wire Version rilling (e.g. suction, force air) to extract loose particles create by rilling. rilling (e.g. suction, force air) to extract loose particles create by rilling. rilling (e.g. suction, force air) to extract loose particles create by rilling. Hex Hea/Acorn Nut Position the washer on the anchor an threa on the nut. Drive the anchor through the fixture into the anchor hole until the nut an washer are firmly seate against the fixture. Be sure the anchor is riven to the require embement epth. Flat Hea/Roun Hea Drive the anchor through the fixture until the anchor is firmly seate. Be sure the anchor is riven to the require embement epth. Drive the anchor into the hole until the anchor is at the require embement epth. Tighten the coupler nut an washer up to the concrete surface an tighten the anchor by turning the nut 3 to 5 turns past finger tight or by applying the guie Drive the anchor into the hole until the hea is firmly seate against the base material. Be sure the anchor is riven to the require embement epth. Tighten the tie wire nut by turning the hea 3 to 5 turns past finger tight or by applying the guie Hex Hea/Acorn Nut Tighten the anchor by turning the nut or hea 3 to 5 turns past finger tight or by applying the guie Flat Hea/Roun Hea Tighten the anchor by turning the hea 3 to 5 turns past finger tight. 3

4 Performance Data PERFORMANCE DATA Ultimate an Allowable Loa Capacities for an Lok-Bolt AS s in Normal Weight Concrete 1,2,3,4 M Guie Installation ft.- Concrete Compressive Strength, f c 3,000 psi 3,500 psi 4,000 psi Ultimate Allowable Ultimate Allowable Ultimate Allowable 1/4 1/ , , , , , ,050 1, / ,205 2, ,300 2, ,390 2, /8 1-1/ ,875 4, ,030 2,040 4, ,030 2,165 4, ,030 1/2 1-1/ ,235 4, ,215 2,420 4, ,215 2,580 4, ,215 5/ ,870 4,860 1,220 1,215 5,260 4,860 1,315 1,215 5,625 4,860 1,405 1,215 3/4 2-1/ ,045 11,040 1,260 2,760 5,450 11,040 1,365 2,760 5,825 11,040 1,455 2, The ultimate loa values liste above must be reuce by a minimum safety factor of 4.0 or greater to etermine the allowable working loa. Consieration of safety factors of 10 or higher may be necessary epening on the application, such as life safety or overhea. 2. Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 10 or higher may be necessary epening on the application, such as life safety or overhea. 3. Tabulate loa values are for anchors installe at a minimum spacing istance between anchors an an ege istance of 12 times the anchor iameters. 4. The embement epth is measure from the outsie surface of the concrete member to the embee en of the anchor prior to tightening. Ultimate an Allowable Loa Capacities for an Lok-Bolt AS s in Hollow or Soli Concrete Masonry 1,2,3,4,5,6 Guie Installation ft.- Ege Dist. En Dist. Ultimate Loas Allowable Loas 1/ , / , /8 1-1/ /4 4 1,100 1, /2 1-1/2 18 1,525 1, /8 1-1/2 30 2,250 1, Tabulate loa values are for anchors installe in minimum 6 inch wie, Grae N, Type II, normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N, S, or M. Masonry prism compressive strength must be 1,500 psi minimum at time of installation. 2. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 10 or higher may be necessary epening on the application, such as life safety or overhea. 3. A suitable anchor length must be selecte which inclues consieration of a fixture to engage the base material at the minimum embement epth when anchoring into hollow concrete masonry. (e.g. attachment thickness + face shell thickness embement + one half inch = suitable anchor length) 4. The consistence of hollow concrete block masonry base material can vary greatly. Consieration of job site testing shoul be given to verify conformance of base materials an anchor performance in actual conitions. 5. Tabulate loa values are for anchors installe at a minimum spacing istance between anchors an an ege istance of 16 times the anchor iameters. 6. The embement epth is measure from the outsie surface of the masonry member to the embee en of the anchor prior to tightening. Ultimate an Allowable Loa Capacties for or Lok-Bolt AS s in Soli Clay Brick Masonry 1,2,3,4 Guie Installation ft.- Ege Dist. En Dist. Ultimate f m 1,500 psi (10.4 MPa) Allowable 1/ / /8 1-1/ ,100 3, /2 1-1/ ,560 3, / ,470 5, , Tabulate loa values are for anchors installe in Grae SW, multiple wythe soli clay brick masonry conforming to ASTM C Allowable loa capacities liste are calculate using a safety factor of 5.0 or greater. Consieration of safety factors of 10 or higher may be necessary epening on the application, such as life safety or overhea. 3. Tabulate loa values are for anchors installe at a minimum spacing istance between anchors an an ege istance of 16 times the anchor iameters. 4. The embement epth is measure from the outsie surface of the brick masonry member to the embee en of the anchor prior to tightening. 4Mechanical s

5 Orering Information Mechanical s ORDERING INFORMATION Hex Nut Lok-Bolt AS 5005S - 5/16" x 1-1/2" 5/16" S - 5/16" x 2-3/8" 5/16" S 6152S 3/8" x 1-7/8" 3/8" S 6153S 3/8" x 3" 3/8" S - 3/8" x 4" 3/8" S 6156S 1/2" x 2-1/2" 1/2" S 6157S 1/2" x 3" 1/2" S 6160S 1/2" x 3-3/4" 1/2" S - 1/2" x 5-1/4" 1/2" S - 1/2" x 6" 1/2" S - 5/8" x 2-1/2" 5/8" S - 5/8" x 3" 5/8" S 6164S 5/8" x 4-1/4" 5/8" S - 5/8" x 5-3/4" 5/8" S - 3/4" x 2-3/4" 3/4" S - 3/4" x 4-1/4" 3/4" S - 3/4" x 6-1/4" 3/4" S - 3/4" x 8-1/4" 3/4" The publishe length is measure from below the washer to the en of the anchor Combo Flat Hea Lok-Bolt AS 5305S - 1/4" x 1-1/2" 1/4" S 6170S 1/4" x 2-1/4" 1/4" S 6172S 1/4" x 3" 1/4" S - 1/4" x 4" 1/4" S - 1/4" x 5-1/4" 1/4" S - 5/16" x 2-1/2" 5/16" S - 3/8" x 2-3/4" 3/8" S 6174S 3/8" x 4" 3/8" S 6175S 3/8" x 5" 3/8" S 6176S 3/8" x 6" 3/8" The publishe length is the overall length of the anchor Threshol Flat Hea Lok-Bolt AS 5500S 1/4" x 2" 1/4" The publishe length is the overall length of the anchor Acorn Nut Lok-Bolt AS 5125S - 1/4" x 5/8" 1/4" S 6150S 1/4" x 1-3/8" 1/4" S - 1/4" x 2-1/4" 1/4" The publishe length is measure from below the washer to the en of the anchor Ro Hanger Lok-Bolt AS 5810S 1/4" x 1-1/2" 5/16" S 3/8" x 1-7/8" 3/8" S 1/2" x 2-1/4" 1/2" The publishe length is measure from below the washer to the en of the anchor Roun Hea Lok-Bolt AS, Slotte 5205S - 1/4" x 1-3/8" 1/4" S 6180S 1/4" x 2-1/4" 1/4" S - 1/4" x 3" 1/4" S - 1/4" x 3-3/4" 1/4" S - 5/16" x 2-3/8" 5/16" S - 5/16" x 3-3/8" 5/16" S - 3/8" x 2-3/4" 3/8" S - 3/8" x 3-3/4" 3/8" The publishe length is measure from below the hea to the en of the anchor Tie-Wire Lok-Bolt AS 5700S 5/16" x 2-3/8" 5/16" The publishe length is measure from below the hea to the en of the anchor Lok-Bolt AS Exteners 5684S 3/8" x 1-1/4" 3/8"

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