Dropin TM. Hollow-Set TM PRODUCT INFORMATION. GENERAL APPLICATIONS AND USES Anchoring to Concrete Block Fastening to Precast Hollow Core Plank

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1 Hollow-Set TM Dropin TM Internally Threae Expansion PRODUCT DESCRIPTION The anchor is esigne for anchoring in hollow base materials such as hollow concrete block an precast hollow core plank. It can also be use in soli base materials. Precast plank or concrete masonry blocks often have a maximum outer wall thickness of -/2". During the rilling process, spalling on the back sie of the wall often ecreases the wall thickness, leaving only " or less for anchoring. The is esigne to perform in this environment, where most conventional style anchors will not function properly. SECTION CONTENTS Page No. General Information... Installation Specifications... 2 Material Specifications... 2 Performance Data... 3 Design Criteria... 5 Orering Information... 7 GENERAL APPLICATIONS AND USES ing to Concrete Block Fastening to Precast Hollow Core Plank Suspening Conuit Fire Sprinkler Cable Trays an Strut Suspene Lighting Pipe Supports Removable age FEATURES AND BENEFITS + Internally threae anchor for easy bolt removability an service work + Unique expansion esign allows for anchoring in thin-walle base materials such as hollow concrete block an precast hollow core plank + Versatile setting options allows for hollow or soli base materials + Teste in accorance with ASTM E488 an AC0 criteria APPROVALS AND LISTINGS FM Global (Factory Mutual) - File No. 529/952,, /2 an iameters. Pipe hanger components for automatic sprinkler systems Unerwriters Laboratories (UL) File EX 289 (Hanger, Pipe),, /2 an. GUIDE SPECIFICATIONS CSI Divisions: 035-Concrete ing, 0408-Masonry age an Metal Fastenings. Dropin anchors shall be as supplie by Powers Fasteners, Inc., Brewster, NY. ANCHOR MATERIALS Zamac Alloy Boy with Carbon Steel Cone or Type 304 Stainless Steel Cone ROD/ANCHOR SIZE RANGE (TYP.) /4" to " iameter SUITABLE BASE MATERIALS Normal-Weight Concrete Precast Hollow Core Plank Hollow Concrete Masonry (CMU) Brick Masonry Canaa: (905) or (54) Powers USA: (800) or (94)

2 INSTALLATION SPECIFICATIONS Ro/, Dimension /4" 5/6" " /2" " ANSI Size, bit () Maximum Tightening Torque, T max (ft.-lbs) Threa Size (UNC) /4-20 5/ /2-3 - Overall Length () 7/8-5/6-5/6-2 Sleeve Length () 5/6 5/6 -/4 -/2 Threa Length In Cone () Installation Guielines for Hollow Base Materials Blow the hole In hollow base clean of ust materials, rill an other through into the materials. Do cell or voi. The not expan the tolerances of anchor prior the rill bit use to installation. must meet the Insert cone en requirements of an tap flush ANSI Stanar to surface. B22.5. Position fixture, insert bolt an tighten. The bolt shoul engage a minimum of 2/3 of the anchor threas. The anchor can also be expane using a Hollow-Set Tool. (If Hollow-Set Tool is use, threa anchor onto tool prior to tapping into anchor hole. When flush with surface, turn tool clockwise to tighten. Release tool from set anchor by turning counterclockwise. Fixture can then be attache). Installation Guielines for Soli Base Materials a hole into Blow the the base material to hole clean the require of ust embement epth. an other The tolerances of materials. the rill bit use Insert the must meet the anchor into requirements of the hole. ANSI Stanar Position the B22.5. setting tool in the anchor. Using the Soli Tool, set the anchor by riving the Zamac sleeve over the cone using several sharp hammer blows. Be sure the anchor is at the require embement epth, so that anchor threas o not protrue above the surface of the base material. Position the fixture, insert bolt or threae ro an tighten. MATERIAL SPECIFICATIONS Component Carbon Steel Stainless Steel Boy Zamac Alloy Zamac Alloy Cone AISI C 008 Type 304 Stainless Steel Plating (Cone) ASTM B633, SC, Type III (Fe/Zn 5) N/A Powers USA: (800) or (94) Canaa: (905) or (54)

3 PERFORMANCE DATA Ultimate Loa Capacities for in Normal-Weight Concrete,2,3 Ro/ /4 5/6 /2 (2.7) (5.9) M Embe. (9.) 7/8 /2 /2 /2 2 (50.8) 2 /4 (57.2) bit Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (4.4 MPa) Tension Shear Tension Shear Tension Shear 760,200,40,200,440,200 (3.4) (5.4) (5.) (5.4) (6.5) (5.4) 880,440,45,440 2,045,440 (4.0) (6.5) (5.2) (6.5) (9.2) (6.5),20,980,680,980 2,200,980 (5.0) (8.9) (7.6) (8.9) (9.9) (8.9) 2,205 2,740 2,775 2,740 4,825 2,740 (9.9) (2.3) (2.5) (2.3) (2.7) (2.3),370 2,550 2,070 2,550 2,290 2,550 (6.2) (.5) (9.3) (.5) (0.3) (.5) 2,445 3,45 2,800 3,45 5,085 3,45 (.0) (4.2) (2.5) (4.2) (22.9) (4.2) 2,40 4,020 4,025 4,020 7,285 4,020 (9.6) (8.) (8.) (8.) (32.8) (8.) 2,780 4,020 4,375 4,020 9,455 4,020 (2.5) (8.) (9.7) (8.) (42.5) (8.) 5,725 6,400 9,40 6,400 0,500 6,400 (25.8) (28.8) (42.3) (28.8) (46.6) (28.8). Tabulate loa values are applicable to anchors with carbon an stainless steel cones. 2. Tabulate loa values are for anchors installe in concrete. Concrete compressive strength must be at the specifie minimum at the time of installation. 3. Ultimate loa capacities must be reuce by a minimum safety factor of 4.0 or greater to etermine allowable working loa. Consieration of safety factors of 20 or higher may be necessary epening upon the application such as life safety, overhea an in sustaine tensile loaing applications. Allowable Loa Capacities for in Normal-Weight Concrete,2,3,4 Ro/ /4 5/6 /2 (2.7) (5.9) M Embe. (9.) 7/8 /2 /2 /2 2 (50.8) 2 /4 (57.2) bit Concrete Compressive Strength (f c ) 2,000 psi (3.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (4.4 MPa) Tension Shear Tension Shear Tension Shear (0.9) (.4) (.3) (.4) (.6) (.4) (.0) (.6) (.3) (.6) (2.3) (.6) (.3) (2.2) (.9) (2.2) (2.5) (2.2) , (2.5) (3.0) (3.) (3.0) (5.4) (3.0) (.6) (2.9) (2.3) (2.9) (2.6) (2.9) , (2.7) (3.5) (3.0) (3.5) (5.7) (3.5) 535,005,005,005,820,005 (2.4) (4.5) (4.5) (4.5) (8.2) (4.5) 695,005,095,005 2,365,005 (3.) (4.5) (4.9) (4.5) (0.6) (4.5),430,600 2,355,600 2,625,600 (7.2) (0.6) (7.2) (.7) (7.2). Tabulate loa values are applicable to anchors with carbon an stainless steel cones. 2. Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 20 or higher may be necessary epening upon the application such as life safety, overhea an in sustaine tensile loaing applications. 3. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths. 4. Allowable loa capacities are multiplie by reuction factors foun in the Design Criteria section when anchor spacing or ege istances are less than critical istances. 3 Canaa: (905) or (54) Powers USA: (800) or (94)

4 PERFORMANCE DATA Ultimate an Allowable Loa Capacities for in Hollow Core Plank,2 Ro/ /4 5/6 /2 (2.7) (5.9) Embement bit Concrete Compressive Strength f c 5,000 psi (34.5 MPa) Ultimate Loa Allowable Loa 2 Tension Shear Tension Shear 7/8,90 (5.4),440 (6.5) 300 (.4) 360 (.6) 2,280 (0.3) 2,740 (2.3) 570 (2.6) 685 (3.) 2,525 (.4) 2,740 (2.3) 630 (2.8) 685 (3.) /2 3,620 (6.3) 3,45 (4.2) 905 (4.) 785 (3.5) /4 5,420 5,580,355,395 (3.8) (24.4) (25.) (6.) (6.3) /2 6,560 (29.2) 8,320 (37.4),640 (7.3) 2,080 (9.4). Tabulate loa values are applicable to anchors with carbon an stainless steel cones an set with sleeve flush to surface of the plank an with setting tool for soli base materials. 2. Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 20 or higher may be necessary epening upon the application such as life safety, overhea an in sustaine tensile loaing applications. Ultimate an Allowable Loa Capacities for in Hollow Concrete Masonry,2,3 Ro/ /4 5/6 /2 (2.7) (5.9) Embement bit f m,500 psi (0.4 MPa) Ultimate Loa Allowable Loa 2 Tension Shear Tension Shear 7/8* 530 (2.4),575 (7.) 05 (0.5) 35 (.4) *,035 (4.7),85 (8.2) 205 (0.9) 365 (.6) *,225 (5.5) 2,485 (.2) 245 (.) 495 (2.2) /4* (3.8),790 (8.) 3, (.6) 730 (3.3) /2*,790 (8.) 3,740 (6.8) 360 (.6) 750 (3.4). Tabulate loa values are applicable to anchors with carbon an stainless steel cones. 2. Tabulate loa values are for anchors installe in minimum 6-inch wie, minimum Grae N, Type II, lightweight, meium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry cells may be groute. Masonry compressive strength must be at the specifie minimum at the time of installation (f'm,500 psi). 3. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 20 or higher may be necessary epening upon the application such as life safety, an in sustaine tensile loaing applications. *s were installe with sleeve flush to face shell surface an with setting tool for hollow base materials. Powers USA: (800) or (94) Canaa: (905) or (54)

5 PERFORMANCE DATA Ultimate an Allowable Loa Capacities for in Soli Clay Brick Masonry,2,3,4 Ro/ /4 Embe. Ege Distance En Distance Structural Brick Masonry f m,500 psi (0.4 MPa) Ultimate Loa Allowable Loa Tension Shear Tension Shear 7/ , (52.4) (4.0) (7.4) (0.8) (.5) 5/6 (2.7) /2 (5.9) (9.) /4 8,460 2, (3.8) (203.2) (6.6) (0.0) (.3) (2.0) /4 8 8,860 2, (3.8) (203.2) (203.2) (8.4) (3.4) (.7) (2.7) /2 0 3,240 4, (254.0) (4.6) (9.0) (2.9) (3.8) 2 /4 2 4,680 6, ,605 (57.2) (304.8) (2.) (28.9) (4.2) (7.2). Tabulate loa values are for anchors with carbon or stainless steel cones. 2. Tabulate loa values are for anchors installe in multiple wythe, minimum Grae SW, soli clay brick masonry walls conforming to ASTM C 62. Mortar must be minimum Type N. Masonry compressive strength must be at the specifie minimum at the time of installation (f'm,500 psi). 3. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 20 or higher may be necessary epening upon the application such as life safety, an in sustaine tensile loaing applications. 4. The tabulate values are for anchors installe at a minimum of 6 anchor iameters on center for 00 percent capacity. Spacing istances may be reuce to 8 anchor iameters on center provie the capacities are reuce by 50 percent. Linear interpolation may be use for intermeiate spacing. DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Combine Loaing For anchors loae in both shear an tension, the combination of loas shoul be proportione as follows: Nu ( Nn ) Vu ( Vn ) + Where: Nu = Applie Service Tension Loa Nn = Allowable Tension Loa 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 Distance Dimension Loa Type (Full Capacity) Loa Factor (Reuce Capacity) Loa Factor Spacing (s) Tension an Shear s cr = 3.0hv F NS = F VS =.0 s min =.5hv F NS = F VS = 0.50 Ege Distance (c) Tension c cr = 4 FNC =.0 c min = 8 FNC = 0.80 Shear c cr = 4 FVC =.0 c min = 8 FVC = 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. 5 Canaa: (905) or (54) Powers USA: (800) or (94)

6 DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Loa Ajustment Factors for Normal-Weight Concrete Spacing, Tension (F NS) & Shear (F VS) Dia. () /4 5/6 /2 () 7/8 /2 /2 2 2 /4 s cr () 2 4 /2 4 /2 6 6 s min () 2 /4 2 / / / Spacing, s (inches) Notes: For anchors loae in tension an shear, the critical spacing (s cr) is equal to 3 embement epths (3 ) at which the anchor achieves 00% of loa. spacing (s min) is equal to.5 embement epths (.5) at which the anchor achieves 50% of loa. Ege Distance, Tension (F N C) Dia. () /4 5/6 /2 c cr () 3 /2 4 5 /4 7 8 c min () 2 2 / / / / Ege Distance, c (inches) Notes: For anchors loae in tension, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% of loa. ege istance (c min) is equal to 8 anchor iameters (8) at which the anchor achieves 80% of loa. Ege Distance, Shear (F VC) Dia. () /4 5/6 /2 c cr () 3 /2 4 5 /4 7 8 c min () 2 2 / / / / Ege Distance, c (inches) Notes: For anchors loae in shear, the critical ege istance (c cr) is equal to 4 anchor iameters (4) at which the anchor achieves 00% of loa. ege istance (c min) is equal to 8 anchor iameters (8) at which the anchor achieves 50% of loa. Powers USA: (800) or (94) Canaa: (905) or (54)

7 ORDERING INFORMATION with Carbon Steel Cone Catalog Ro/ Overall Sleeve St. St. Wt./ Number Length Length Box Ctn /4" " 7/8" " 00, /6" " -5/6" 5/6" / " " -5/6" 5/6" / /2" " -" /4" / " " 2" /2" with Stainless Steel Cone Catalog Ro/ Overall Sleeve St. St. Wt./ Number Length Length Box Ctn /4" " 7/8" " 00, " " -5/6" 5/6" /2 Setting Tool for Soli Base Materials Catalog Stanar Stanar Number Size Box Carton 9322 /4" /6" an " 9352 /2" 9362 " Setting Tool for Hollow Base Materials* Catalog Stanar Stanar Number Size Box Carton 9323 /4" /6" 9343 " 9353 /2" 9363 " * Hollow set tool for hollow block an clay brick masonry base materials Powers Fasteners, Inc. All Rights Reserve. Dropin is a traemark of Powers Fasteners, Inc. For the most current prouct information please visit Canaa: (905) or (54) Powers USA: (800) or (94)