Use and Care Manual

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Concrete & Masonry

MiTek

Product Catalog

Sill plate

Foundation wall

WS3 structural

wood screw

WS3 structural

wood screw

WS3 structural

wood screw

SRCP plate

½" 0/ Post-installed

concrete/masonry anchor

½" 0/ Post-installed

concrete/masonry anchor

½" 0/ Post-installed

concrete/masonry anchor

1/2" max

without shim

1/2" max

1-1/2" max

with shim

Typical SRCP installation

without shim, 1/2" max setback

SRCP Sill Retrofit Connector Plate

MiTek’s SRCP Sill Retrot Connector Plate is designed

as a retrot sill-to-foundation connection that can be

installed where there is minimal space between the

oor framing and top of the foundation wall. The

economical design is targeted for use in seismic

regions and yet is also suitable for use as a

supplementary connection in high wind areas.

The SRCP Sill Retrot Connector Plate can be installed

without shims anywhere the face of the sill plate is

within 1/2" of the face of the foundation wall.

Materials: 10 gauge

Finish: G90 galvanizing

Codes: See chart for code references

Installation:

• For sill plate setbacks from 1/2" to 1-1/2", install

a wood shim (a minimum of 15" long) tight against

the sill plate and ush with the foundation wall.

See Figure 3.

Note: For any installations with a sill plate

setback, a shim plate is required to transfer

load in the F3 direction.

• Install the ve MiTek WS3 structural wood screws

(included) in the slotted holes of the SCRP plate, thru

the shim (if applicable) and into the sill plate. MiTek’s

WS3 structural wood screws should be installed 3/4"

above the bottom of the sill plate (i.e. centered in the

narrow face for a 2x sill).

• Drill and install two 1/2" diameter Power-Stud

anchors (or equivalent) into the foundation wall.

See manufacturer’s literature for proper installation

of post-installed anchors.

Ref. No. W H Qty Dia. Qty Type

Figure 1 1560 360 --

Figure 2 1560 -- 360

Figure 3

1560 360 360 IBC, FL, LA

)

Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be

ermitted.

)

MiTek's WS3 structural wood screws are 1/4" dia. x 3" lon

and are included with each SRCP connector.

)

Use 1/2" diameter Power-Stud® anchors with minimum 3" embedment or e

uivalent.

)

Minimum concrete stren

th f'c = 2,500

si.

)

The shim must be fastened to the sill b

means other than MiTek's WS3 structural wood screws.

New

roducts or u

dated

roduct information are desi

nated in blue font.

6' 2 1/2 5 WS3 SRCP FRFP 10 11 6

DF/SP

Allowable Load (Lbs.)

Steel

Gauge

Maximum

Spacing to

Replace

1/2" or 5/8"

Anchor Bolt

Fastener Schedule

MiTek USP

Stock No.

Dimensions (in)

Concrete

3,4

Sill Plate

160%

Installation

Type

Code

Ref.

Typical SRCP installation

without shim, 1/2" max overhang

Shim added between

SRCP Plate & Sill. The

shim must be fastened

to the sill by means other

than the WS structural

wood screws.

Typical SRCP installation

with shim, 1-1/2" max setback

11"

SRCP

Figure 1

Figure 2

Figure 3