Lok-Bolt. Lok-Bolt TM PRODUCT INFORMATION. Sleeve Expansion Anchor FEATURES AND BENEFITS APPROVALS AND LISTINGS GUIDE SPECIFICATIONS.

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1 TM Lok-Bolt Sleeve Expansion PRODUCT DESCRIPTION The Lok-Bolt is a pre-assemble single unit sleeve anchor available in carbon steel an stainless steel which can be use in concrete, block, brick, an stone. The Lok-Bolt is esigne to raw the fixture into full bearing against the base material through the action of its unique an flexible compression ring. This helps to increase the resistance of the anchor to loosening when subjecte to vibratory loas. As the anchor is being tightene, the nylon compression ring will compress if necessary, so that the fixture is tightly secure against the face of the base material. Uner loa, the specially tapere plow bolt is rawn further into the expansion sleeve to evelop increase locking action against the walls of the hole. Extension sleeves are ae for longer lengths. GENERAL APPLICATIONS AND USES Door an Winow Frame Installations Mounting fixtures on walls Mounting of Hanrails an Fencing Shelving an Storage Masonry Applications Electrical an Mechanical Attachments FEATURES AND BENEFITS Multiple hea styles for multiple applications an finishe appearance Fits stanar fixture holes No nee to unersize anchors for proper fit Immeiate Loaing Minimizes owntime Sleeve has 360 contact area an reuces concrete stress Versatile an ieal for concrete, or masonry Available in carbon steel an Type 304 stainless steel APPROVALS AND LISTINGS Factory Mutual Research Corporation (FM Approvals) Serial No , J.I. OJ8A1.AH, J.I. OJ9A9.AH Unerwriters Laboratory (UL Liste) File No. EX 1289 (N) See listing for applicable sizes an styles. GUIDE SPECIFICATIONS CSI Divisions: Concrete ing, Masonry age an Metal Fastenings. Sleeve s shall be Lok-Bolt anchors as supplie by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS Page No. General Information... 1 Installation Specifications... 2 Material Specifications... 2 Performance Data... 3 Design Criteria... 5 Orering Information... 8 Hex Hea Acorn Nut Roun Hea Combo Flat Hea Threshol Flat Hea HEAD STYLES Ro Hanger Tie-Wire Extener Hex Hea Acorn Nut Roun Hea Combo Flat Hea Threshol Flat Hea Ro Hanger Tie-Wire ANCHOR MATERIALS Zinc Plate Carbon Steel Type 304 Stainless Steel ANCHOR SIZE RANGE (TYP.) " iameter x " length to " iameter x 7-" length SUITABLE BASE MATERIALS 1 Normal-Weight Concrete Structural Lightweight Concrete Groute Concrete Masonry Hollow Concrete Masonry Canaa: (905) or (514) Powers USA: (800) or (914)

2 INSTALLATION SPECIFICATIONS Acorn Nut an Hex Hea Lok-Bolt Size, Dimension " " " " " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 7/16 9/16 11/16 1 Plow Bolt Size (UNC) Nut Height () 3/16 7/32 17/64 21/64 7/16 35/64 Washer O.D., w () 13/ Wrench Size () 7/16 9/16 1 Roun Hea Lok-Bolt Size, Dimension " " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 7/16 Plow Bolt Size (UNC) Hea Height () 11/64 13/64 15/64 Hea With, h () 29/64 9/16 43/64 Combo Flat Hea Lok-Bolt Size, Dimension " " " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () 7/16 Plow Bolt Size (UNC) Hea Height () 5/32 3/16 15/64 Hea With, h () Ro Hanger Lok-Bolt Size, Dimension " " " ANSI Drill Bit Size, bit () Plow Bolt Size (UNC) Coupling Height () 7/8 1 1 Washer O.D., w () 13/16 1 Coupling Wrench Size () 7/16 11/16 Threshol Lok-Bolt Size, Dimension " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () Plow Bolt Size (UNC) Hea Height () 5/64 Hea With, h () 23/64 Tire-Wire Lok-Bolt Size, Dimension " ANSI Drill Bit Size, bit () Fixture Clearance Hole, h () Plow Bolt Size (UNC) -20 Hea Height () 1 9/16 Hea With, h () 31/64 Installation Guielines Using the proper iameter bit, rill a hole into the base material to a epth of at least " or one anchor iameter eeper than the embement require. The tolerances of the rill bit use shoul meet the requirements of ANSI Stanar B Blow the hole clean of ust an other material. Do not expan the anchor prior to installation. Drive the anchor through the fixture into the anchor hole until the hea is firmly seate against the fixture. Be sure the anchor is riven to the require embement epth. Tighten the anchor by turning the nut of hea 3 to 5 turns past finger tight or by applying the guie installation torque from the finger tight position. Lok-Bolt TM MATERIAL SPECIFICATIONS General Lok-Bolt Components Component Material Component Carbon Steel Stainless Steel Plow Bolt AISI 1010 / 1018 Type 18-8 SS Expansion Sleeve AISI 1010 / 1020 Type 304 SS Extension Sleeve AISI 1010 / 1020 Type 304 SS Compression Ring Nylon Nylon Zinc Plating ASTM B633, SC1, Type III (Fe/Zn 5) N/A Lok-Bolt Hea Components Component Material Component Carbon Steel Stainless Steel Hex Nut ASTM A 563, Grae A Type 304 SS Acorn Nut AISI 1010 / 1018 Type 304 SS Washer ASTM F 844 Type 18-8 SS Roun Hea AISI 1010 / 1018 Type 304 SS Flat Hea AISI 1010 / 1018 Type 304 SS Ro Coupling AISI 12L14 Type 18-8 SS Threshol AISI 1010 / 1018 N/A Tie-Wire AISI 1010 / 1018 N/A Zinc Plating ASTM B 633, SC1, Type III (Fe/Zn 5) N/A Powers USA: (800) or (914) Canaa: (905) or (514)

3 PERFORMANCE DATA Ultimate Loa Capacities for Carbon an Stainless Steel Lok-Bolt in Normal-Weight Concrete 1 Diameter Minimum Maximum Minimum Concrete Compressive Strength (f c ) Embe. Tightening 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear ft.- Carbon Stainless 540 1, , ,200 (2.4) (4.5) (2.8) (5.4) (3.1) (5.4) /8 1,000 1,520 1,150 1,520 1,150 1,520 (28.6) (4.5) (6.8) (5.1) (6.8) (5.1) (6.8) ,000 1,520 2,040 1,520 2,040 1,520 (8.9) (6.8) (9.0) (6.8) (9.0) (6.8) ,450 2,440 2,680 2,440 2,700 2,440 (41.3) (11.1) (11.0) (12.1) (11.0) (12.2) (11.0) ,770 4,210 5,015 4,220 5,275 4,210 (57.2) (21.5) (19.0) (22.6) (19.0) (23.7) (19.0) 2 3,270 7,200 5,860 7,200 6,250 7,200 (57.2) (14.7) (32.4) (26.4) (32.4) (28.1) (32.4) ,060 7,820 6,620 7,820 6,800 7,810 (69.9) (27.3) (35.2) (29.8) (35.2) (30.6) (35.2) 2 4,480 9,840 8,420 11,670 8,940 11,670 (57.2) (20.2) (44.3) (37.9) (52.5) (40.2) (52.5) ,790 12,600 8,720 12,600 8,940 12,600 (85.7) (30.6) (56.7) (39.2) (56.7) (40.2) (56.7) 1. The values liste above are ultimate loa capacities which shoul 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. Allowable Loa Capacities for Carbon an Stainless Steel Lok-Bolt in Normal-Weight Concrete 1,2 Diameter Minimum Maximum Minimum Concrete Compressive Strength (f c ) Embe. Tightening 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear ft.- Carbon Stainless (0.6) (1.1) (0.7) (1.4) (0.8) (1.4) / (28.6) (1.0) (1.7) (1.3) (1.7) (1.8) (1.7) (2.2) (1.7) (2.2) (1.7) (2.2) (1.7) (41.3) (2.2) (2.7) (3.0) (2.7) (3.0) (2.7) 2 1,195 1,055 1,255 1,055 1,320 1,055 (57.2) (5.4) (4.7) (5.6) (4.7) (5.9) (4.7) ,800 1,465 1,800 1,565 1,800 (57.2) (3.7) (8.1) (6.6) (8.1) (7.0) (8.1) ,515 1,955 1,655 1,955 1,700 1,955 (69.9) (6.8) (8.8) (7.4) (8.8) (7.7) (8.8) 2 1,120 2,460 2,105 2,918 2,235 2,920 (57.2) (5.0) (11.1) (13.1) (10.1) (13.1) ,700 3,150 2,180 3,150 2,235 3,150 (85.7) (7.7) (14.2) (9.8) (14.2) (10.1) (14.2) 1. 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 Canaa: (905) or (514) Powers USA: (800) or (914)

4 Lok-Bolt TM PERFORMANCE DATA Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Lok-Bolt in Structural Lightweight Concrete 1,2 Minimum Concrete Compressive Strength Dia. M Embe. Maximum Tightening ft f ć = 3,000 psi (20.7 MPa) f ć = 5,000 psi (34.5 MPa) Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa Tension Shear Tension Shear Tension Shear Tension Shear 1,040 1, ,240 1, (4.7) (5.2) (1.2) (1.3) (5.6) (5.2) (1.4) (1.3) 1,140 1, ,720 1, (5.1) (7.0) (1.3) (1.8) (7.7) (7.0) (1.9) (1.8) 1,180 2, ,720 2, (5.3) (11.7) (1.3) (2.9) (7.7) (11.7) (1.9) (2.9) 2,400 4, ,005 3,780 4, ,005 (10.8) (18.1) (2.7) (4.5) (17.0) (18.1) (4.3) (4.5) 3,740 6, ,605 4,640 6,420 1,160 1,605 (16.8) (28.9) (4.2) (7.2) (20.9) (28.9) (5.2) (7.2) 3,740 10, ,610 4,640 10,440 1,160 2,610 (16.8) (47.0) (4.2) (11.7) (20.9) (47.0) (5.2) (11.7) 1. The values liste above are ultimate an allowable loa capacities for anchors in san-lightweight concrete. 2. Allowable loa capacities 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. Ultimate an Allowable Loa Capacities for Carbon an Stainless Steel Lok-Bolt Installe Through Metal Deck into Structural Lightweight Concrete 1,2,3,4 Lightweight Concrete Over Minimum 20 Ga. Metal Deck f c 3,000 (20.7 MPa) Dia. M Embe. 1 (31.8) 1 2 (50.8) 2 (63.5) 2 (69.9) 3 (76.2) Maximum Tightening ft Minimum 1-" Wie Deck 1,080 1, ,080 1, (4.9) (8.6) (1.2) (2.2) (4.9) (8.6) (1.2) (2.2) 1,080 1, ,080 1, (4.9) (8.6) (1.2) (2.2) (4.9) (8.6) (1.2) (2.2) 1,080 2, ,080 1, (4.9) (11.2) (1.2) (2.8) (4.9) (8.6) (1.2) (2.2) 1,940 2, ,840 4, ,160 (8.7) (11.2) (2.2) (2.8) (12.8) (20.9) (3.2) (5.2) Minimum 4-" Wie Deck Ultimate Loa Allowable Loa Ultimate Loa Allowable Loa Tension Shear Tension Shear Tension Shear Tension Shear 2,840 4, ,160 (12.8) (20.9) (3.2) (5.2) 4,440 9,060 1,110 2,265 (20.0) (40.8) (5.0) (10.2) 1. The values liste above are ultimate an allowable loa capacities for anchors in san-lightweight concrete over metal eck. 2. Allowable loas capacities 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 in the center of the flute. Spacing istances shall be in accorance with the spacing lightweight concrete table liste in the Design Criteria section. 4. s are permitte to be installe in the lower or upper flute of the metal eck provie the proper installe proceures are maintaine. Powers USA: (800) or (914) Canaa: (905) or (514)

5 PERFORMANCE DATA 1. Tabulate loa values are for carbon an stainless steel anchors installe in minimum 6-inch wie, Grae N, Type II, meium an normal-weight concrete masonry units. Mortar must be minimum Type N. Masonry prism compressive strength must be 1,500 psi minimum at the time of installation. 2. Allowable loas are for carbon an stainless steel anchors an are base on average ultimate values using a 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. Linear interpolation may be use for allowable loas for intermeiate embement epths. 4. The tabulate values are for anchors installe at a minimum of 12 anchor iameters on center for 100 percent capacity. Spacing istances may be reuce to 6 anchor iameters on center provie the capacities are reuce by 50 percent. Linear interpolation may be use for intermeiate spacings. 5. s with iameters of " an larger installe in hollow concrete masonry units are limite to one anchor per unit cell. 6. s shall be of suitable length for the masonry wall thickness an attachment. 1. Tabulate loa values are for carbon an stainless steel anchors installe in Grae SW multiple wythe, soli brick masonry conforming to ASTM C Allowable loas 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. The tabulate values are for anchors installe at a minimum of 12 anchor iameters on center for 100 percent capacity. Spacing istances may be reuce to 6 anchor iameters on center provie the capacities are reuces by 50 percent. Linear interpolation may be use for intermeiate spacings. 4. s length shall be of suitable length for the concrete masonry wall thickness an attachment. DESIGN CRITERIA Combine Loaing Dia. Ultimate an Allowable Loa Capacities for Lok-Bolt in Hollow or Soli Concrete Masonry 1,2,3,4,5,6 Dia. M Embe. 1 1/8 (28.6) Maximum Tightening ft M Maximum Embe. Tightening ft /8 (28.6) M Ege Dist. M En Dist. f m 1,500 psi (10.4 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear , (95.3) (95.3) (1.0) (4.5) (0.2) (0.9) 3 8 1,200 1, (95.3) (203.2) (5.4) (5.7) (1.1) (1.1) 3 8 1,430 1, (95.3) (203.2) (8.9) (1.3) (1.8) ,700 2, (304.8) (304.8) (7.7) (9.8) (1.5) (2.0) ,460 2, (304.8) (304.8) (11.1) (12.8) (2.2) (2.6) Ultimate an Allowable Loa Capacities for Lok-Bolt in Hollow or Soli Clay Brick Masonry 1,2,3,4 M Ege Dist. 4 (101.6) 8 (203.2) M En Dist. 4 (101.6) 8 (203.2) f m 1,500 psi (10.4 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear 800 (3.6) 1,120 (5.0) 160 (0.7) 225 (1.0) 950 1, (4.3) (5.0) (0.9) (1.0) 1,230 1, (5.5) (5.0) (1.1) (1.0) 1,860 1, (8.4) (5.7) (1.7) (1.1) 3,520 4, (15.8) (18.0) (3.2) (3.6) For anchors loae in both shear an tension, the combination of loas shoul be proportione as follows: 5 5 Where: Nu = Applie Service Tension Loa Nu 3 Vu 3 Nu Vu ( Nn ) + ( Vn ) 1 Nn = Allowable Tension Loa OR ( Nn ) + ( Vn ) 1 Vu = Applie Service Shear Loa Vn = Allowable Shear Loa Loa Ajustment Factors for Spacing an Ege Distances Installe in Normal-Weight Concrete Critical Distance Critical Minimum Distance Minimum Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 3.0hv F N = F v = 1.0 s min = 1.5hv F N = F v = 0.50 Ege Distance (c) Tension c cr = 12 FN = 1.0 c min = 5 FN = 0.70 Shear c cr = 12 FV = 1.0 c min = 5 FV = Installe in Lightweight Concrete Critical Distance Critical Minimum Distance Minimum Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 3.0hv F N = F v = 1.0 s min = 1.5hv F N = F v = 0.50 Ege Distance (c) Tension c cr = 12 FN = 1.0 c min = 5 FN = 0.85 Shear c cr = 12 FV = 1.0 c min = 5 FV = Allowable loa values foun in the performance ata tables are multiplie by reuction factors when anchor spacing or ege istances are less than critical istances. Linear interpolation is allowe for intermeiate anchor spacing an ege istances between critical an minimum istances. When an anchor is affecte by both reuce spacing an ege istance, the spacing an ege reuction factors must be combine (multiplie). Multiple reuction factors for anchor spacing an ege istance may be require epening on the anchor group configuration. Canaa: (905) or (514) Powers USA: (800) or (914)

6 DESIGN CRITERIA Loa Ajustment Factors for Normal-Weight Concrete Spacing, Tension (F N) & Shear (F V) Dia. () ()) s cr () s min () 1 7/ / / / Spacing, s (inches) Lok-Bolt TM Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 3 embement epths (3hv) at which the anchor achieves 100% Minimum spacing (s min) is equal to 1.5 embement epths (1.5) at which the anchor achieves 50% Ege Distance, Tension (F N) Dia. () c cr () c min () / / / / Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 12 anchor iameters (12) at which the anchor achieves 100% Minimum ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 70% Ege Distance, Shear (F V) Dia. () c cr () c min () / / / / Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 12 anchor iameters (12) at which the anchor achieves 100% Minimum ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 45% Powers USA: (800) or (914) Canaa: (905) or (514)

7 DESIGN CRITERIA Loa Ajustment Factors for Lightweight Concrete Spacing, Tension (F N) & Shear (F V) Dia. () () s cr () s min () 1 7/ / / / Spacing, s (inches) Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 3 embement epths (3hv) at which the anchor achieves 100% Minimum spacing (s min) is equal to 1.5 embement epths (1.5) at which the anchor achieves 50% Ege Distance, Tension (F N) Dia. () c cr () c min () / / / / Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 12 anchor iameters (12) at which the anchor achieves 100% Minimum ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 85% Ege Distance, Shear (F V) Dia. () c cr () c min () / / / / Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 12 anchor iameters (12) at which the anchor achieves 100% Minimum ege istance (c min) is equal to 5 anchor iameters (5) at which the anchor achieves 40% 7 Canaa: (905) or (514) Powers USA: (800) or (914)

8 Lok-Bolt TM ORDERING INFORMATION Hex Nut Lok-Bolt Catalog Number Bolt Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Length Diameter Embe. Box Carton " x 1-" 1 13/16" " 1 " 100 1, " x 2 " 2 11/16" " 1 " " x 1 7/8" 2 3/16" " 1 " " x 3" 3 " " 1 " " x 4" 4 " " 1 " " x 2 " 2 7/8" " 2 1/8" " x 3" 3 " " 2 " " x 4" 4 " " 2 " " x 5 " 6 1/8" " 2 " " x 6" 6 " " 2 " " x 2 " 3 3/16" " 2 1/8" " x 3" 3 " " 2 " " x 4 " 5" " 2 " " x 6" 6 " " 2 " " x 2 " 3 " " 2 1/8" " x 4 " 5 1/8" " 3 " " x 6 " 7 1/8" " 3 " " x 8 " 9" " 3 " The publishe minimum length is measure from below the washer to the en of the anchor. Actual anchor lengths may be slightly longer. Acorn Nut Lok-Bolt Catalog Number Bolt Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Length Diameter Embe. Box Carton 100 *5125 " x " 1 1/32" " " 100 1, " x 1 " 1 21/32" " 1 1/8" 100 1, " x 2 " 2 9/16" " 1 1/8" 100 1,000 3 The publishe minimum length is measure from below the washer to the en of the anchor. Actual anchor lengths may be slightly longer. *This size oes not have a compression ring. Roun Hea Lok-Bolt, Slotte Catalog Number Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Diameter Embe. Box Carton 100 *5205 " x 1 1/8" " 1 " 100 1, " x 2" " 1 " " x 2 " " 1 " " x 2 " " 2 " " x 3 " " 2 " The publishe length is measure from below the hea to the en of the anchor. *This size oes not have a compression ring. Powers USA: (800) or (914) Canaa: (905) or (514)

9 ORDERING INFORMATION Combo Flat Hea Lok-Bolt Catalog Number Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Diameter Embe. Box Carton " x 1 1/8" " 1" 100 1, " x 2" " 1 1/8" 100 1, " x 3" " 1 1/8" 100 1, " x 4" " 1 1/8" " x 5 " " 1 1/8" " x 2 " " 1 " 100 1, " x 2 " " 1 " " x 4" " 1 " " x 5" " 1 " " x 6" " 1 " The publishe length is the minimum overall length of the anchor. Combo Flat Hea Lok-Bolts o not have a compression ring. Threshol Flat Hea Lok-Bolt, Slotte Catalog Number Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Diameter Embe. Box Carton " x 2" " 1 1/8" 100 1,000 2 The publishe length is the minimum overall length of the anchor. Threshol Flat Hea Lok-Bolts o not have a compression ring. Ro Hanger Lok-Bolt Catalog Number Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Diameter Embe. Box Carton " x 1 " " 1 " " x 1 7/8" " 1 " " x 2 " " 2 " The publishe length is measure from below the washer to the en of the anchor. Ro Hanger Lok-Bolts o not have a compression ring. Tie-Wire Lok-Bolt Catalog Number Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Diameter Embe. Box Carton " x 1 " " 1 " 100 1,000 5 The publishe length is measure from below the hea to the en of the anchor. Lok-Bolt Exteners Catalog Number Drill Minimum Stanar Stanar Wt./ Carbon Stainless Size Diameter Embe. Box Carton " x 1" " 1 " Exteners are use for ae length on all hea styles Powers Fasteners, Inc. All Rights Reserve. For the most current information go to Canaa: (905) or (514) Powers USA: (800) or (914)