SSMA Framing Details - Texas Tech University … · Cold-Formed Steel Details . Contents Cover Page...

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SSMA Steel Stud Manufacturers Association WWW.SSMA.COM Cold-Formed Steel Details

Transcript of SSMA Framing Details - Texas Tech University … · Cold-Formed Steel Details . Contents Cover Page...

SSMA

Steel Stud Manufacturers Association WWW.SSMA.COM

Cold-Formed Steel Details

Phil R Clark

Contents Cover Page……………………………………………………………………………………………………. 1 Contents……………………………………………………………………………………………………….. 2 Disclaimer……………………………………………………………………………………………………… 4 Window Details: Load Bearing, Back to Back Header, Single Jamb………………………………………………… 5 Load Bearing, Back to Back Header, Boxed Jamb………………………………………………… 6 Load Bearing, Back to Back Header, Back to Back Jamb………………………………………… 7 Load Bearing, Boxed Header, Single Jamb………………………………………………………… 8 Load Bearing, Boxed Header, Boxed Jamb………………………………………………………… 9 Load Bearing, Boxed Header, Back to Back Jamb………………………………………………… 10 Load Bearing, Single Header with Strongback, Single Jamb…………………………………….. 11 Load Bearing, Single Header with Strongback, Boxed Jamb…………………………………….. 12 Load Bearing, Single Header with Strongback, Back to Back Jamb…………………………….. 13 Non-Load Bearing, Single Track Header, Single Jamb…………………………………………….14 Non-Load Bearing, Single Track Header, Boxed Jamb………………………………………….…15 Non-Load Bearing, Single Track Header, Back to Back Jamb.……………………………………16 Door Details: Load Bearing, Back to Back Header, Single Jamb………………………………………………… 17 Load Bearing, Back to Back Header, Boxed Jamb………………………………………………… 18 Load Bearing, Back to Back Header, Back to Back Jamb………………………………………… 19 Load Bearing, Boxed Header, Single Jamb………………………………………………………… 20 Load Bearing, Boxed Header, Boxed Jamb………………………………………………………… 21 Load Bearing, Boxed Header, Back to Back Jamb………………………………………………… 22 Load Bearing, Single Header with Strongback, Single Jamb…………………………………….. 23 Load Bearing, Single Header with Strongback, Boxed Jamb…………………………………….. 24 Load Bearing, Single Header with Strongback, Back to Back Jamb…………………………….. 25 Non-Load Bearing, Single Track Header, Single Jamb…………………………………………….26

Phil R Clark
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Non-Load Bearing, Single Track Header, Boxed Jamb………………………………………….…27 Non-Load Bearing, Single Track Header, Back to Back Jamb.……………………………………28 Deflection Track Assembly: Single Track with Cold-rolled Channel………………………………………………………………. 29 Double Deflection Track………………………………………………………………………………. 30 Bridging Single Flat Strap with Blocking………………………………………………………………………. 31 Double Flat Strap with Blocking……………………………………………………………………….32 Cold-rolled Channel with Angle Clip…………………………………………………………………. 33 Full-height Curtain Wall Deflection Clip……………………………………………………………………..34 Spandrel Curtain Wall Sticker to Beam………………………………………………………………………………………… 35 Diagonal Brace………………………………………………………………………………………….36 Sticker with Vertical Drop and Diagonal Brace…………………………………………………….. 37 Spandrel Framing at Pony Wall at Steel Post with Embed………………………………………………. 38 Bottom Track Anchorage Low Velocity Fastener………………………………………………………………………………….39 Wedge Anchor…………………………………………………………………………………………. 40 Backing Flat Strap – Lightly Loaded…………………………………………………………………………… 41 Clipped Track – Heavily Loaded…………………………………………………………………….. 42 Wall Framing at Corner – Track Lap Connection…………………………………………………………. 43 Non-Load Bearing Interior Wall Framed Above Ceiling with Diagonal Kicker……………………………………………………….. 44 Framed to Ceiling with Diagonal Kicker…………………………………………………………….. 45 Shearwall X-Bracing…………………………………………………………………………………………. 46 Typical Floor Framing…………………………………………………………………………………………47

Phil R Clark
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DISCLAIMER The details contained in this document are intended as a general guide for using Steel Stud Manufacturers Association (SSMA) member products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. The SSMA and its members assume no liability for failure resulting from the use or misapplication of the detail drawings contained herein.

This document may not be reproduced or distributed in any form, electronic or otherwise, without the express written consent of SSMA. In no event will SSMA be liable for any damages, including loss of data or information of any kind, lost profits, cost of cover or any other special, incidental, consequential or indirect damages arising out of this agreement or the use or inability to use the details, however caused, and on any theory of liability. Warning: This electronic file is furnished without guarantee of compatibility with recipient’s hardware or software and may contain undetected viruses or other harmful material. It is recommended that the recipient check the electronic file prior to use. SSMA assumes no responsibility for damage to user’s property as a result of receiving and/or using the electronic file.

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INFILL STUD

SILL

ANGLE

HEADER TRACKS

INFILL STUD

JAMB

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

CRIPPLE STUD

CRIPPLE STUDUse of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Back to back header reduces web-crippling reinforcement requirements. Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.

ADVANTAGES:1.

2. 3.

4.HEADER

MEMBERS

TYPICAL BASE ANCHORAGE

Window - Load BearingBack to Back Header

Single Jamb

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CRIPPLE STUD

CRIPPLE STUD

JAMB

SILL

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

ANGLE

HEADER TRACKS

INFILL STUD

HEADER MEMBERS

TYPICAL BASE ANCHORAGE

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Back to back header reduces web-crippling reinforcement requirements. Boxed jamb studs welded together reduces material build-up and finish problems.

1.

2. 3.

ADVANTAGES:

Window - Load BearingBack to Back Header

Boxed Jamb

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CRIPPLE STUD

CRIPPLE STUD

TRACK PIECE @ OPEN SIDE

JAMB

SILL

TYPICAL BASE ANCHORAGE

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

ANGLE

HEADER TRACKS

HEADER MEMBERS

INFILL STUD ADVANTAGES:Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Back to back header reduces web-crippling reinforcement requirements. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.

1.

2. 3.

4.

Window - Load BearingBack to Back HeaderBack to Back Jamb

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CRIPPLE STUD

CRIPPLE STUD

JAMB

TYPICAL BASE ANCHORAGE

SILL

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

ANGLE

HEADER MEMBERS

HEADER TRACKS

INFILL STUDUse of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed header members provide backing for attachment of window covering support.Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.

ADVANTAGES:1.

2. 3.

4.

Window - Load BearingBoxed HeaderSingle Jamb

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CRIPPLE STUD

CRIPPLE STUD

JAMB

SILL

TYPICAL BASE ANCHORAGE

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

ANGLE

HEADER MEMBERS

HEADER TRACKS

INFILL STUD ADVANTAGES:Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed jamb studs welded together reduces material build-up and finish problems.Boxed header members provide backing for attachment of window covering support.

1.

2. 3.

Window - Load BearingBoxed HeaderBoxed Jamb

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CRIPPLE STUD

CRIPPLE STUD

TRACK PIECE @ OPEN SIDE

JAMB

SILL

TYPICAL BASE ANCHORAGE

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

ANGLE

HEADER TRACKS

HEADER MEMBERS

INFILL STUD ADVANTAGES:Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed jamb studs welded together reduces material build-up and finish problems. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.

1.

2. 3.

4.

Window - Load BearingBoxed Header

Back to Back Jamb

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CRIPPLE STUD

CRIPPLE STUDHEADER TRACK

TYPICAL BASE ANCHORAGE

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

SILL

JAMB

STRONGBACK

INFILL STUD

ADVANTAGES:Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Strongback header minimizes number of members to be installed vs. back to back or boxed header. Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.Provides good vertical load transfer at each strongback header into jamb stud.Reduces web-crippling reinforcement being required at end of strongback header.

1.

2.

3.

4.

5.

6.

Window - Load BearingSingle Header with Strongback

Single Jamb

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CRIPPLE STUD

CRIPPLE STUDHEADER TRACK

TYPICAL BASE ANCHORAGE

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

SILL

JAMB

STRONGBACK

INFILL STUD

ADVANTAGES:Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Strongback header minimizes number of members to be installed vs. back to back or boxed header. Boxed jamb studs welded together reduces material build-up and finish problems.Provides good vertical load transfer at each strongback header into jamb stud.Reduces web-crippling reinforcement being required at end of strongback header.

1.

2.

3.

4.

5.

Window - Load BearingSingle Header with Strongback

Boxed Jamb

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CRIPPLE STUD

CRIPPLE STUD

TRACK PIECE @ OPEN SIDE

TYPICAL BASE ANCHORAGE

HEADER TRACK

INFILL STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

SILL

JAMB

STRONGBACK

INFILL STUD

ADVANTAGES:Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Strongback header minimizes number of members to be installed vs. back to back or boxed header. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.Provides good vertical load transfer at each strongback header into jamb stud.Reduces web-crippling reinforcement being required at end of strongback header.

1.

2.

3.

4.

5.

6.

Window - Load BearingSingle Header with Strongback

Back to Back Jamb

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ADDITIONAL ANCHORAGE @ JAMB

JAMB

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.

SILL

HEADER TRACKS

INFILL STUD

INFILL STUD

ADVANTAGES:1. 2.

3.

BASE TRACK

CRIPPLE STUD

CRIPPLE STUD

Window - Non-Load BearingSingle Track Header

Single Jamb

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HEADER TRACKS

SILL

INFILL STUD

INFILL STUD

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed jamb studs welded together reduces material build-up and finish problems.

ADVANTAGES:1. 2.

JAMB

CRIPPLE STUD

CRIPPLE STUD

ADDITIONAL ANCHORAGE @ JAMB

BASE TRACK

Window - Non-Load BearingSingle Track Header

Boxed Jamb

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BASE TRACK

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.HEADER TRACKS

INFILL STUD

INFILL STUD

ADVANTAGES:

SILL

JAMB

CRIPPLE STUD

TRACK PIECE

TRACK PIECE

CRIPPLE STUD

ADDITIONAL ANCHORAGE @ JAMB

1.

2.

3.

Window - Non-Load BearingSingle Track HeaderBack to Back Jamb

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JAMB

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes.Back to back header reduces web-crippling reinforcement requirements. Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.

ANGLE

HEADER TRACKS

HEADER MEMBERS

INFILL STUD ADVANTAGES:1.

2. 3.

4.

ADDITIONAL ANCHORAGE

@ JAMB

CRIPPLE STUD

Door - Load BearingBack to Back Header

Single Jamb

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HEADER TRACKS

HEADER MEMBERS

INFILL STUD Use of cripple stud to receive head/sill tracks at jamb studs helps maintain alignment of finishes. Back to back header reduces web-crippling reinforcement requirements. Boxed jamb studs welded together reduces material build-up and finish problems.Provides better load transfer from jamb stud to base track vs. single jamb stud.

ADVANTAGES:1.

2. 3.

4.

ANCHORAGE

JAMB

CRIPPLE STUD

ANGLE

Door - Load BearingBack to Back Header

Boxed Jamb

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Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Back to back header reduces web-crippling reinforcement requirements. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.Provides better load transfer from jamb stud to base track vs. single jamb stud.

HEADER TRACKS

HEADER MEMBERS

INFILL STUD ADVANTAGES:1.

2. 3.

4.

5.

ANGLE

JAMB

CRIPPLE STUD

TRACK PIECE

BASE TRACK

ADDITIONALANCHORAGE

@ JAMB

Door - Load BearingBack to Back HeaderBack to Back Jamb

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JAMB

ANGLE

ADDITIONAL ANCHORAGE

@ JAMB

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed header members provide backing for attachment of window covering support.Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.

HEADER TRACKS

HEADER MEMBERS

ADVANTAGES:1.

2. 3.

4.

INFILL STUD CRIPPLE STUD

Door - Load BearingBoxed HeaderSingle Jamb

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HEADER TRACKS

HEADER MEMBERS

INFILL STUD Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed jamb studs welded together reduces material build-up and finish problems.Boxed header members provide backing for attachment of window covering support.Provides better load transfer from jamb stud to base track vs. single jamb stud.

1.

2. 3.

4.

ADVANTAGES:

ANCHORAGE

JAMB

ANGLE

CRIPPLE STUD

Door - Load BearingBoxed HeaderBoxed Jamb

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Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Boxed jamb studs welded together reduces material build-up and finish problems. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.Provides better load transfer from jamb stud to base track vs. single jamb stud.

ANGLE

HEADER TRACKS

HEADER MEMBERS

INFILL STUD ADVANTAGES:

BASE TRACK

JAMB

CRIPPLE STUD

TRACK PIECE

ADDITIONAL ANCHORAGE

1.

2.

3.

4.

5.

Door - Load BearingBoxed Header

Back to Back Jamb

Page 22

JAMB

Use of cripple stud to receive head/sill tracks at jamb studs helps maintain alignment of finishes. Strongback header minimizes number of members to be installed vs. back to back or boxed header. Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.Provides good vertical load transfer at each strongback header into jamb stud.Reduces web-crippling reinforcement being required at end of strongback header.

STRONGBACK

HEADER TRACK

ADVANTAGES:

INFILL STUD

ADDITIONAL ANCHORAGE

@ JAMB

CRIPPLE STUD

1.

2.

3.

4.

5.

6.

Door - Load BearingSingle Header with Strongback

Single Jamb

Page 23

STRONGBACK

HEADER TRACK

INFILL STUD

Use of cripple stud to receive head/sill tracks at jamb studs helps maintain alignment of finishes. Strongback header minimizes number of members to be installed vs. back to back or boxed header. Boxed jamb studs welded together reduces material build-up and finish problems.Provides good vertical load transfer at each strongback header into jamb stud.Reduces web-crippling reinforcement being required at end of strongback header.Provides better load transfer from jamb stud to base track vs. single jamb stud.

ADVANTAGES:

ANCHORAGE

CRIPPLE STUD

JAMB

1.

2.

3.

4.

5.

6.

Door - Load BearingSingle Header with Strongback

Boxed Jamb

Page 24

Use of cripple stud to receive head/sill tracks at jamb studs helps maintain alignment of finishes. Strongback header minimizes number of members to be installed vs. back to back or boxed header. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.Provides good vertical load transfer at each strongback header into jamb stud.Reduces web-crippling reinforcement being required at end of strongback header.Provides better load transfer from jamb stud to base track vs. single jamb stud.

STRONGBACK

HEADER TRACK

INFILL STUD

ADVANTAGES:

BASE TRACK

CRIPPLE STUD

JAMB

TRACK PIECE

ADDITIONAL ANCHORAGE

1.

2.

3.

4.

5.

6.

7.

Door - Load BearingSingle Header with Strongback

Back to Back Jamb

Page 25

JAMB

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb studs. Using a wider flange reduces possibility of installing a wall stud as a jamb stud.HEADER TRACKS

ADVANTAGES:1. 2.

3.

INFILL STUD

ADDITIONAL ANCHORAGE

@ JAMB

CRIPPLE STUD

Door - Non-Load BearingSingle Track Header

Single Jamb

Page 26

HEADER TRACKS

INFILL STUD

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes.Boxed jamb studs welded together reduces material build-up and finish problems.Provides better load transfer from jamb stud to base track vs. single jamb stud.

ADVANTAGES:1. 2.

3.

ANCHORAGE

CRIPPLE STUD

JAMB

Door - Non-Load BearingSingle Track Header

Boxed Jamb

Page 27

Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be used depending on the load requirements.Reduces the need to reinforce the web at the end reactions of the jamb studs.Provides better load transfer from jamb stud to base track vs. single jamb stud.

ADVANTAGES:

HEADER TRACKS

INFILL STUD

1.

2.

3.

4.

BASE TRACK

TRACK PIECE

JAMB

CRIPPLE STUD

ADDITIONALANCHORAGE

Door - Non-Load BearingSingle Track HeaderBack to Back Jamb

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COLD-ROLLEDCHANNEL (CONT.)

ADVANTAGES:1.

CLIP ANGLE[DEPTH = 80% OFSTUD DEPTH (d)]

SCREW ATTACHMENT

Allows both vertical and horizontal movement of the structure above which supports the deflection track.

Deflection Track AssemblySingle Track with

Cold-rolled Channel

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DEF'L TRACK

SECTION A-A

GA

P -

TR

AC

KLE

G T

O S

CR

EW

DE

F'L

GA

P

TOP TRACK

STUD

SCREW ATTACHMENT

ADVANTAGES:Provides lateral connection of the studs together without relying on cladding for lateral support parallel to the wall.Allows both vertical and horizontal movement of the structure above which supports the deflection track.

1.

2.

Deflection Track AssemblyDouble Deflection Track

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TAUT FLAT STRAP

TRACK BLOCK PIECE TO MATCH WALL STUD

CLIP FLANGE AND BENDINSTALL O.C.

FRAMED WALL

1. Good torsional resistance for studs of all depths.ADVANTAGES:

FINISHSURFACE

SCREWATTACHMENT

BridgingSingle Flat Strap

With Blocking

Page 31

FRAMED WALL

TAUT FLAT STRAPS

SCREW ATTACHMENT

ADVANTAGES:Provides good torsional restraint for axially-loaded studs for all stud sizes.Strap layout is independent of punchout location.

1.

2.TRACK BLOCK PIECE TO MATCH WALL STUD

CLIP FLANGE AND BENDINSTALL O.C.

BridgingDouble Flat Strap

With Blocking

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ATTACHMENTSCREW

CLIP ANGLE[LENGTH = 80% OF STUD DEPTH (d)]

COLD-ROLLEDCHANNEL

43 mil MIN.THICKNESS

Ease of installation of cold-rolled channel through pre-aligned stud punchouts.

ADVANTAGES:1.

BridgingCold-rolled Channel

With Clip Angle

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SLOT

SCREW

SLIDE CLIP

STEEL WASHERS

STUD

ADVANTAGES:Allows floor/roof to move vertically without imparting any axial load to wall framing.Provides support for out-of-plane wind and seismic loads and for in-plane seismic loads.Accommodates variation of slab edge to maintain wall alignment.

1.

2.

3.

Full-height Curtain WallDeflection Clip

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ATTACHMENTSCREW

ANGLE CLIP

ATTACHMENTSCREW

STRUT

STUD

ADVANTAGES:Ease of installation.1.

Spandrel Curtain WallSticker to Beam

Page 35

ANGLE CLIP

SCREW ATTACHMENT

STUD ANCHORAGE

ATTACHMENT

KICKER

SCREW

CLIP ANGLE

MAX. 45°

W.P.

ADVANTAGES:Ease of installation.Increases spacing between support points which reduces lateral support reactions and decreases deflections.

1.2.

Spandrel Curtain WallDiagonal Brace

Page 36

MAX. 45°

ANGLE CLIP

SCREW

STRUT

ATTACHMENT

SCREW ATTACHMENT

STUDANCHORAGE

ATTACHMENT

KICKER

SCREW

CLIP ANGLE

W.P.

ADVANTAGES:Increases spacing between support points which reduces support reactions and decreases deflections.Transfers vertical load from the brace into bottom of beam rather than the wall.Allows support at floor/roof to be sized to take lateral and dead loads from wall only, rather than the brace.

1.

2. 3.

Spandrel Curtain WallSticker with Vertical Drop

And Diagonal Brace

Page 37

ADVANTAGES:Provides lateral support for pony wall with spandrel glass.Eliminates costly retrofitting.

1.

2.

Spandrel FramingAt Pony Wall

Steel Post with Embed

BASE TRACK

STUD

L.V.F.

P EMBEDFLUSH WITHCONCRETE FLOOR

L

TS SUPPORT POST

Page 38

BASE TRACK

STUD

LOW VELOCITY FASTENER

ADVANTAGES:Economical to install vs. wedge anchor.1.

Bottom Track AnchorageLow Velocity Fastener

Page 39

BASE TRACK

STUD

WEDGE ANCHOR

ADVANTAGES:Edge clearance requirement is minimized.Good holding capacity allows fewer anchors to be installed.

1.2.

Bottom Track AnchorageWedge Anchor

Page 40

ADVANTAGES:Ease of installation.1.

SCREW

TAUT FLAT STRAP

FRAMED WALL, SEEPLAN FOR SIZE &

FINISH

SPACING

SURFACE

ATTACHMENT

BackingFlat Strap - Lightly Loaded

(Paper towel dispensers, towelbars, toilet paper holders)

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STUD

SCREW ATTACHMENT

CLIP FLANGES AT EA. STUDCONTINUOUS TRACK

ADVANTAGES:Good load carrying capacity.1.

BackingClipped Track - Heavily Loaded

(Grab bars, handrails, wallhung cabinets)

Phil R Clark
Page 42

FINISH

AT LAP JOINTCLIP TRACK FLANGEATTACHMENT

STUD

TRACK

SCREW

ADVANTAGES:Provides good load transfer.Ties interior walls together.

1.2.

Wall Framing at CornerTrack Lap Connection

Page 43

ADVANTAGES:Provides good load transfer from wall to kicker.Kicker does not place twisting load on wall top track.

1.2.

CEILING LINE

STUD

KICKER CLIP ANGLE

ANCHORAGE

MAX. 45°

SCREW ATTACHMENT

SCREW ATTACHMENT

Non-Load Bearing Interior WallFramed Above Ceiling with

Diagonal Kicker

Page 44

ADVANTAGES:Eliminates extending wall above top of ceiling.1.

CEILING LINE

STUD

DEEP LEG TRACK

ANCHORAGE

MAX. 45°

TOP TRACK

SCREW ATTACHMENT

A

SECTION A-A

CLIP FLANGETO FORM

SHOE

A

Non-Load Bearing Interior WallFramed to Ceiling with

Diagonal Kicker

Page 45

ADVANTAGES:Wide flat straps eliminate doubling the number of screws if corner gussets are used.A thin flat strap reduces the material build-up that can create finish problems.

1.

2.

PER-TENSIONED STRAPS(EACH SIDE)

ANCHOR BOLT

SCREW ATTACHMENT

TOP TRACK

BASE TRACK

ANCHORAGE(SIZED AND SPACED TO TAKE THE SHEAR LOAD FROM BRACE)

HOLDOWN

Shearwall X-Bracing

Page 46

ADVANTAGES:Locating web stiffener on back side of web is easier to install than fitting the stiffener between joist flanges.Using screws to connect the web stiffeners is more economical than using a series of weld segments.

1.

2.

SCREW ATTACHMENT

JOIST

JOIST

TRACK OR STUD WEBSTIFFENER

TRACK

SCREWATTACHMENT

STUD (ALIGNED WITH JOIST

ABOVE)

Typical Floor Framing

Page 47