POWER-Drop™ Drop-In Anchors

POWER-DropTM Drop-In Anchors

This is the anchor that was used for the top plate connection in the May 19, 2015 test. The product

data indicates that it was an ultimate shear capacity of 26.4 kips. This is greater than the 1" dia. wedge

anchorDtheatswcraisputsieodnat the Bent Plate Anchor Bracket, which has an advertised ultimate shear

capacitTyhoef 2P1O.1WkEipRs-.DTrohpereDfroorep,-tIhnisaanncchhoorrpmraoyvibdeeusswededingeeitahnerchloocration. Ndroopo-tihneparen1rc"fhonorormms,ainbnaucltedthiwae.yitdharolltphh-aeinvceaonsncigvhneoinrfiscieawnnectrleye lofeofsusancdda.rpoOapct-hiitenyr.amnacnhuofar.cturers make 3/4" nominal dia.

The safety shoulder supports the clip when the anchor

is under strain to eliminate bolt-end collapse and/or clip

slippage under ultimate loading conditions. These seismic

rated drop-in anchors may be used with machine screws,

tamper-proof bolts, threaded rod and other male-threaded

fasteners 3/8" ? 1" in diameter.

USA ENGINEERED

Key Features & Benefits

Internally threaded anchor

Wedge anchor performance with the convenience of a drop-in

Safety shoulder

?? Supports clip when anchor is under strain to eliminate bolt-end collapse and/or clip slippage under ultimate loading conditions

Seismic rated

?? Allowable values may be increased 33.3% for short-term loading in resisting earthquake or wind loads

Numerous head style options

?? May be used with machine screws, tamper-proof bolts, threaded rod and a variety of other male-threaded fasteners

Available in a variety of sizes

Specifications, Listings and Approvals

Anchor Thread Diameters: 3/8" ? 1"

Material: Carbon steel Finish: Zinc Plating ASTM B633, Type III, SC1 Approvals: ??2000 International Building

Code (IBC) ??2000 International Residential

Code (IRC) ??1997 Uniform Building Code (UBC) ??Data Test in accordance with ICCES

Criteria for Expansion Anchors in Concrete and Masonry Elements (ACOI) dated April 2002 ??Formerly ICC-ES Legacy Report #5063

1-203-857-2200 ?

Page 1 of 4

POWER-DropTM Drop-In Anchors

Installation Information

Instructions

1. Drill the hole perpendicular to the work surface. Do not ream the hole or allow the drill to wobble. Drill the hole to the proper minimum hole depth as shown in the Installation Data table below.

2. Thoroughly clean hole using compressed air and a nylon brush. An unclean hole may compromise anchor performance.

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3. Set the anchor embedment depth: Fully thread the Setting Tool (sacrificial hex bolt) with assembled nut and washer into the anchor. Set the distance between the top of the anchor and the bottom of the nut to the correct *Installation Spacer.

4. After setting the *Installation Spacer, place the anchor into the hole and hammer downward on the setting tool until the nut and washer makes contact with the surface of the concrete.

Set Tool Hex Bolt

*Installation Spacer

anch

5. To set the anchor tighten the nut while holding the bolt head (to assure the anchor does not spin in place). Review table below for recommended installation torque/ installation turns. Do not use an impact wrench for this step.

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4

6. Once the anchor is set remove the cap screw and clear the anchor with compressed air to remove any concrete dust from the threads.

NOTE: Always wear safety glasses. Follow drill manufacturer's instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15 diameter standards.

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6

Installation Data

Catalog Number

PD38 PD12 PD58 PD34 PD1

Drill Bit Min. Hole Embed. Dia. (in.) Depth (in.) Depth (in.)

1/2

3

2-5/8

5/8

4

3-15/32

7/8

5

4-5/16

1

5-3/4

5-1/4

1-1/4

6-1/2

5-3/4

*Installation Spacer

5/16 3/8 5/8 5/8 3/4

Installation Torque Approx. (ft.-lbs.)

25 55 90 175 290

Installation Turns

2-1/2 2-1/2

3 4 3

Anchor Data

Catalog Number

Thread Size (UNC)

PD38 PD12 PD58 PD34 PD1

3/8-16 1/2-13 5/8-11 3/4-10

1-8

Page 2 of 4

Anchor Dimensions (in.)

1/2 x 2-5/16 5/8 x 3-3/32 7/8 x 3-13/16

1 x 4-5/8 1-1/4 x 5

Thread Depth (in.)

1-1/16 1-1/2 1-1/2 1-23/32 1-1/2

Performance Data

POWER-DropTM Drop-In Anchors

Ultimate and Allowable Loads (lbs.) ? Normal-Weight Concrete

Catalog No.

Thread Size (UNC)

3,000 psi

Allowable

Ultimate

Tension Shear Tension Shear

PD38

3/8 - 16

720

1050

2880

4200

PD12

1/2 - 13

1010

1830

4040

7320

PD58

5/8 - 11

2220

2970

8880

11880

PD34

3/4 - 10

2330

3340

9320

13360

PD1

1 - 8

3660

6610

14640

26440

4,000 psi

Allowable

Ultimate

Tension Shear Tension Shear

1603

1050

6410

4200

2588

1835

10350

7340

4125

2970

16500

11880

5353

3340

21410

13360

6188

6610

24750

26440

Load Adjustment Factors

Recommended Spacing and Edge Distance Requirments

Catalog No.

Thread Size (UNC)

Min. Edge Distance

(in.)

Tension Load Factor for Min. Edge Distance

Shear Load Factor

for Min. Edge

PD38

3/8-16

2-5/8

0.7

0.5

PD12

1/2-13

3-1/2

0.7

0.5

PD58

5/8-11

4-3/8

0.7

0.5

PD34

3/4-10

5-1/4

0.7

0.5

PD1

1-8

5-3/4

0.7

0.5

Min. Spacing Distance (in.)

2-5/8 3-1/2 4-3/8 5-1/4 5-3/4

Tension Load Factor for

Min. Spacing

0.5 0.5 0.5 0.5 0.35

Shear Load Factor for Min. Spacing

0.4 0.4 0.4 0.4 0.4

1-203-857-2200 ?

Page 3 of 4

POWER-DropTM Drop-In Anchors

Order Information

POWER-Drop Anchors

Catalog Thread Size

Anchor

Thread

Box

Carton

Number (UNC) Dimensions (in.) Depth (in.) Quantity Quantity

PD38

3/8-16

1/2 x 2-5/16

1-1/16

25

200

PD12

1/2-13

5/8 x 3-3/32

1-1/2

10

80

PD58

5/8-11

7/8 x 3-13/16

1-1/2

5

30

PD34

3/4-10

1 x 4-5/8

1-23/32

5

30

PD1

1-8

1-1/4 x 5

1-1/2

5

30

* One setting tool included per box of anchors

Setting Tools*

Catalog Number

Thread Size (UNC)

PDST38 PDST12 PDST58 PDST34 PDST1

3/8-16 1/2-13 5/8-11 3/4-10

1-8

Tool Dimension (in.)

3/8 x 3 1/2 x 3-1/2

5/8 x 4 3/4 x 4-1/2 1 x 4-1/2

Page 4 of 4

For more information, please contact:

?

Divisions of Mechanical Plastics Corp. 110 Richards Avenue ? Norwalk, CT 06854

Phone: 203-857-2200

Fax: 203-857-2201 ? E-mail: sales@

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POWER-DropTM, TOGGLER logo and typeface, Wej-It? and High-Performance Anchors? are trademarks of Mechanical Plastics Corp. ?2014 Mechanical Plastics Corp. Rev. 8/15

Mechanical Anchors

General Information

General Information

Steel DropinTM

Internally Threaded Expansion Anchor

Product Description The Steel Dropin is an all-steel, machine bolt anchor available in carbon steel and two types of stainless steel. It can be used in solid concrete, hard stone, and solid block base materials. A coil thread version for forming applications is also available.

General Applications And Uses ? Suspending Conduit ? Fire Sprinkler ? Cable Trays and Strut

? Concrete Formwork ? Pipe Supports ? Suspended Lighting

Features And Benefits ++ Internally threaded anchor for easy bolt removability and service work ++Flanged (lipped) version installs flush for easy inspection and standard embedment ++Smooth wall dropin can be installed flush mounted or below the base material surface ++ Optionally available with a knurled body ++ Coil thread version accepts coil rod and typically used for concrete formwork applications

Testing, Approvals And Listings ? Tested in accordance with ASTM 488 and AC01 criteria ? Underwriters Laboratory (UL Listed) ? File No. EX1289 (N) (see ordering information)

Guide Specifications

CSI Divisions: 03 16 00 - Concrete Anchors and 05 05 19 - Post-Installed Concrete Anchors. Dropin anchors shall be Steel Dropin as supplied by Powers Fasteners, Inc., Brewster, NY.

Section contents General Information.......................1 Material Specifications..................2 Installation Specifications.............2 Performance Data...........................3 Ordering Information.....................6

Smooth Wall Dropin

Flange (Lipped) Dropin

ThreadVersion ? UNC Coarse Thread ? Coil Thread AnchorMaterials ? Zinc Plated Carbon Steel ? 303 Stainless Steel ? 316 Stainless Steel Rod/Anchor Size Range (TYP.) ? 1/4" to 3/4" diameter UNC

Coarse Thread ? 1/2" and 3/4" diameter

Coil Thread Suitable Base Materials ? Normal-weight Concrete ? Lightweight Concrete

TECH MANUAL ? Mechanical Anchors ?2015 POWERS Volume 1 ? 9/2015 ? rev. f

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