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Structural Studs

ClarkDietrich Cold-Formed Steel C-Studs (C-Series™)

Cold-Formed / Light-Gauge C-shaped framing members for axial load-bearing walls, curtain walls, tall interior partitions, floor joists and roof truss assemblies.

ClarkDietrich studs are made in a variety of flange widths to meet different applications.
Find the system you need with:

ClarkDietrich iTools - Structural Stud Lookup Tool

  • Standard Web Size: 2-1/2” (250S), 3-1/2” (350S), 3-5/8” (362S), 4” (400S), 5-1/2” (550S), 6” (600S), 8” (800S), 10” (1000S), 12” (1200S), 14” (1400S)
  • Flange Sizes: 1-3/8”, 1-5/8”, 2”, 2-1/2”, 3”.
  • Thickness: 33 mils (20ga), 43 mils (18ga), 54 mils (16ga), 68 mils (14ga) and 97 mils (12ga).
  • 33mil (20ga) and 43mil (18ga) framing products are produced with 33ksi steel.
  • 54mil (16ga), 68mil (14ga) and 97mil (12ga) products are produced with 50ksi steel unless otherwise noted.
  • Standard coating: CP60 (G60, CP90 & G90 available) Per AISI S240
  • Additional member depths of 7-1/4", 9-1/4", 11-1/2", 13-1/2" and 14" are also available.
  • All studs are color coded for easy identification.

ClarkDietrich S137 (CWN) member have a 1-3/8" flange and 3/8" return and are used to support the exterior skin or cladding material (metal, stone, tile, glass, etc.) and the wind loads to which they are subjected.

ClarkDietrich S162 (CSJ) members have a 1-5/8" flange and a 1/2" return and are considered the industry standard. S162 members are preferred for most curtain wall applications. They also provide the vertical strength necessary for demanding load-bearing structural applications and sufficient strength for many joist applications.

ClarkDietrich S200 (CSW) members a 2" wide flange and a 5/8" return that provides a larger bearing surface for attaching sub-flooring or sheathing materials. This framing member is also used in axial load-bearing wall assemblies.

ClarkDietrich S250 (CSE) members have a 2-1/2" wide flange and a 5/8" return and are used in floor joist assemblies and heavy loading conditions.

ClarkDietrich S300 (CSS) members have a 3" flange and a 5/8" return and are used in very heavy loading and long spanning conditions.

See ClarkDietrich's Product Identification sheet for more on how to identify our products.
 

Full structural framing technical design guide

While this Design Guide Catalog is quite comprehensive, it does not completely cover our vast and growing lineup of products or design tables. To keep the catalog from being overloaded, it only includes half the design tables our online tools can offer. Please consider using ClarkDietrich iTools.

Structural Studs, may be used in a variety of applications and designs. While most conditions require the expertise of a design professional, many systems can be selected based on tabulated data or design tools. Locate the required assembly below and follow the instructions for selecting the proper design criteria.

 

ClarkDietrich Cold-Formed Steel C-Studs FAQs

Interior Walls w/Structural Framing (Nonstructural / Non-load bearing)

Design Tools:

Limiting Height Tables:

Typically ProSTUD Drywall Framing is used for interior walls but the use of structural framing may be needed to meet taller requirements. Interior nonstructural (non-load bearing) walls calculated in the Structural Stud Lookup Tool and Limiting Height Tables are limited to a superimposed axial load, exclusive of sheathing materials, of not more than 100 lb/ft, or a superimposed axial load of not more than 200 lbs.

Lateral Load / Design Load

Nonstructural (Non-load bearing) interior walls must be designed to withstand a minimum of 5 psf lateral load (perpendicular to the wall) for interior pressure as required by the International Building Code. Check your projects Architectural Specifications and/or drawings for the minimum design load required. Loads of 7.5psf and 10psf are typically used for shaftwalls or interior lobby walls located in floors with multiple exterior doors.

Deflection

The main purpose of specifying an allowable stud lateral deflection for interior wall framing is actually for determining what is an acceptable deflection for the wall facing materials. Sheathing and Finish materials require a minimum stiffness to prevent cracking. The required stiffness for the finish material is achieved by the specified deflection limit. Check with your projects Architectural Specifications and/or drawings for the lateral deflection required for a given wall facing material. Interior walls typically require a minimum lateral deflection of L/240. Some finishes such as tile or thin stone may require a higher deflection limit like L/360 or even L/600. We do not recommend using L/120 for walls taller than 10 feet.

For example a 10’ wall at L/120 (L = Length in inches, divided by 120) could have a lateral deflection of (10x12/120) = 1"

Limiting Heights

Limiting heights are based on continuous lateral support (gypsum wallboard) on each flange over the full height of the stud. If wallboard does not run the full height of the stud, lateral bracing may be required. Contact ClarkDietrich Technical Services to help determine spacing of the lateral bracing above the wallboard.

See all design notes on the bottom of the lookup tool and tables.

Exterior Curtain Walls

Design Tools:

Limited Height Tables:

Curtain Wall Framing Systems support the exterior skin or cladding of commercial and industrial buildings. The studs for these framing systems must be able to withstand:

  • The weight of the cladding material (metal, stone, tile, etc.).
  • The wind loads to which they will be subjected.

Exterior curtain walls are non-axial load bearing and must be designed to withstand the highest lateral loads, wind or seismic, prescribed by the building code for the particular construction location and type. Limited heights in the above lookup tool and tables are for single span systems only. It is recommended to have a vertical deflection gap between the top of the stud and top track for primary structure movement as required by the E.O.R. A deep leg deflection track system is used in this condition.

Lateral Load / Design Load

Exterior curtain walls must be designed to withstand the highest lateral loads anticipated for the particular construction location and type. Wind pressures can be found in the project's structural drawings under the “general notes” section. Required lateral loads for design must be provided by the E.O.R. or the Specialty Engineer.

Load/Span Table Wind Pressure Notes

Historically there have been differences in the design wind pressures determined through different versions of the model building codes. Older versions of the codes provided service level loads (ASD) while newer versions provide strength level loads (LRFD). Since IBC 2012/ASCE 7-10 design wind pressures have been determined via strength level (LRFD) loads. The load/span tables that follow are based on service level (ASD) wind loads. Therefore, to properly use the load/span tables in this catalog, multiply the IBC 2021/ASCE 7-16 design wind pressures by 0.6 (reference section 2.4 ASCE 7-16) prior to entering the load/span tables.

  • Example:

    • ASCE 7-16 Calculated Design Wind Pressure = 25psf (strength level loads, LRFD)
    • Convert to service level load (ASD) = 25psf x 0.6 = 15psf
    • Use 15psf as the Pressure Value used in this table to determine the member span

The load/span tables that follow are based on service level (ASD) wind loads. If the wind load being used meets this criterion, it does not need to be modified prior to using the tables.

Deflection

The main purpose of specifying an allowable stud deflection for curtain wall framing is actually for determining what is an acceptable deflection for the wall facing materials. A metal stud is ductile and therefore can perform at a wide range of deflections. Wall facing materials tend to be more brittle (Brick, Stucco or EIFS), and thus have a more stringent maximum allowable deflection. The project architect or project specifications should note what the allowable deflection is for a given wall facing material.

Typical Deflection Requirements: (L = Length in inches)

  • L/240 Exterior siding or EIFS
  • L/360 Exterior stucco
  • L/600 Exterior brick or stone
  • L/720 Exterior brick or stone

For example a 20’ wall at L/240 (L = Length in inches, divided by 240) could have a lateral deflection of (20x12/240) = 1”.

Limiting Heights

Limiting heights are based on continuous lateral support (rigid sheathing) on each flange over the full height of the stud. Horizontal structural bridging (or bracing) is defaulted to be at 4 ft. on center for the purposes of the values shown in the lookup tool and tables. The actual bridging that is ultimately provided is to be determined by the licensed specialty engineer responsible for the cold-formed steel design for the given project. Contact ClarkDietrich Technical Services to help determine maximum spacing of the lateral bracing.

Adding additional horizontal bridging will not reduce the actual deflection in the wall. To reduce the deflection of a wall stud, either a heavier member is required or an intermediate structural support must be provided.

See all design notes on the bottom of the lookup tool and tables.

Interior and Exterior Load Bearing Walls

Design Tables:

Load-bearing walls must be capable of handling vertical loads even when subjected to lateral loads from wind or another force. The following tables identify the axial (vertical) load that can be supported by each member under given lateral load conditions.

Need higher performance than conventional “C” shaped studs?

Heavy-Duty Stud (HDS®) alternative cost-effective framing system with superior strength. The superior strength and carrying capacity of the HDS means higher performance with fewer members. It eliminates box beam headers, stud-to-track nesting, built-up members for posts and jambs and has superior axial strength for load-bearing projects.

C-Joist Floor Framing

Design Tables:

Depending on loads and spans, C-Joists are typically spaced at 12", 16", 19.2" or 24" on-center spacing. Structural track, usually in the same gauge as the joist, is used as rim or band enclosures. Joist to girder attachments are normally supported with joist hangers, EasyClip™ E-Series™ or S-Series™ support clips. Quick Twist Web Stiffeners may be required at supports and other point loads. Solid blocking and strapping is required to properly brace the floor assembly.

See Standard Joist System & Accessories for more

 

Easy installation of wiring, plumbing and bridging.

ClarkDietrich cold-formed C-studs, produced to AISI S240, for axial load-bearing and curtain-wall framing are pre-punched with punchouts at regular intervals—specifically designed to allow for rapid installation of pipes, electrical conduit and wall bridging.

East Coast / Central punch spacing:

Center of punchouts are 12" from lead end, then 24" o.c.

West Coast punch spacing:

Center of punchouts are 24" from lead end, then 24" o.c.

Center of tail end punchout not less than 12" from end of stud.

Caution must be exercised when installing studs so knockouts align for bridging. Based on stud length, the distance the knockout falls from the tail end of the stud may not be the same from the lead end. To align punchouts, make sure to use the same end in the same direction consistently.

If lateral bracing is required for head-of-wall deflection track and a punchout is not spaced 12" from the top of stud, use strapping and blocking in lieu of CRC or Spazzer Bar lateral bridging.

If custom punchout patterns are required, contact ClarkDietrich Sales or local plant for requests.

Punchout Sizes

Standard punchout sizing is 1-1/2" x 4" in members 3-1/2" and wider. Members smaller than 3-1/2" are unpunched unless otherwise specified at time of order. If specified, members will be punched with a 3/4" x 4" knockout.

Structural Allowable screw & Weld design values (lb.)

Structural - Screw & Weld Allowable Loads

 

 

Code Approvals & Performance Standards

  • AISI S100-16 (2020) w/S2-20 North American Specification for the Design of Cold-Formed Steel Structural Members
  • AISI S240-20 North American Standard for Cold-Formed Steel Structural Framing
    • (Compliant to ASTM C955, but IBC replaced with AISI S200 in IBC 2015, AISI S240 in IBC 2018)
    • Section A3 Material - Chemical & mechanical requirements (Referencing ASTM A1003/A1003M)
    • Section A4 Corrosion Protection (Referencing ASTM A653/A653M)
    • Section A5 Products - Thickness, shapes, tolerances, identification
    • Section C Installation - (Referencing ASTM C1007)
  • AISI S202-20 Code of Standard Practice for Cold-Formed Steel Structural Framing
    • Section F3 Delivery, Handling and Storage of Materials
  • IBC 2024 International Building Code
  • ICC-ES ESR-1166P Structural Studs and Track
  • Intertek CCRR-0206 Structural Studs and Track
  • SFIA Stud Code Compliance Certification Program
  • SDS For ASTM A1003 Steel Framing Products For Interior Framing, Exterior Framing and Clips/Accessories
 

CAD Details

Note: to view all of ClarkDietrich's CAD details, visit the CAD Details Library.

Arch Opening Framing-Large Openings
Arch Opening Framing-Large Openings
Arch Opening Framing-Large Openings
Arch Opening Framing-Small Openings  
Arch Opening Framing-Small Openings  
Arch Opening Framing-Small Openings  
Back-to-Back Header Connection  
Back-to-Back Header Connection  
Back-to-Back Header Connection  
Back-to-Back Header Web Stiffener 
Back-to-Back Header Web Stiffener  
Back-to-Back Header Web Stiffener 
Backer Bar  
Backer Bar  
Backing Plate  
Backing Plate  
BARRIER MESH CLIP LAYOUT  
BARRIER MESH CLIP LAYOUT  
BARRIER MESH CLIP LAYOUT  
Base Connection To I-Beam With D-Series or T-Series Clip  
Base Connection To I-Beam With D-Series or T-Series Clip  
Base Connection To I-Beam With D-Series or T-Series Clip  
BASE CONNECTION TO I-BEAM WITH LE OR LA-SERIES CLIP  
BASE CONNECTION TO I-BEAM WITH LE OR LA-SERIES CLIP  
BASE CONNECTION TO I-BEAM WITH LE OR LA-SERIES CLIP  
BASE CONNECTION TO I-BEAM WITH LS-SERIES CLIP  
BASE CONNECTION TO I-BEAM WITH LS-SERIES CLIP  
BASE CONNECTION TO I-BEAM WITH LS-SERIES CLIP  
Base Connection To I-Beam With S-Series Clip  
Base Connection To I-Beam With S-Series Clip  
Base Connection To I-Beam With S-Series Clip  
Base Connection To Metal Deck With S-Series Clip  
Base Connection To Metal Deck With S-Series Clip  
Base Connection To Metal Deck With S-Series Clip  
BASE CONNECTION TO METAL DECKING WITH LS-SERIES CLIP  
BASE CONNECTION TO METAL DECKING WITH LS-SERIES CLIP  
BASE CONNECTION TO METAL DECKING WITH LS-SERIES CLIP  
Base Connection To Slab With D-Series or T-Series Clip  
Base Connection To Slab With D-Series or T-Series Clip  
Base Connection To Slab With D-Series or T-Series Clip  
BASE CONNECTION TO SLAB WITH LS-SERIES CLIP  
BASE CONNECTION TO SLAB WITH LS-SERIES CLIP  
BASE CONNECTION TO SLAB WITH LS-SERIES CLIP  
Base Connection To Slab With S-Series Clip  
Base Connection To Slab With S-Series Clip  
Base Connection To Slab With S-Series Clip  
Base Connection To Slab  
Base Connection To Slab  
Base Connection To Slab  
Base Connection To Steel Channel  
Base Connection To Steel Channel  
Base Connection To Steel Channel  
BASE CONNECTION TO TUBE WITH LS-SERIES CLIP  
BASE CONNECTION TO TUBE WITH LS-SERIES CLIP  
BASE CONNECTION TO TUBE WITH LS-SERIES CLIP  
Base Connection To Tube With S-Series Clip  
Base Connection To Tube With S-Series Clip  
Base Connection To Tube With S-Series Clip  
Base Connection To Tube  
Base Connection To Tube  
Base Connection To Tube  
Bearing on Interior Masonry Wall 2  
Bearing on Interior Masonry Wall 2  
Bearing on Interior Masonry Wall 2  
Bearing on Interior Masonry Wall  
Bearing on Interior Masonry Wall  
Bearing on Interior Masonry Wall  
Block and Strap Bridging 2  
Block and Strap Bridging 2  
Block and Strap Bridging 2  
Block and Strap Bridging  
Block and Strap Bridging  
Block and Strap Bridging  
Bottom Track Splice  
Bottom Track Splice  
Bottom Track Splice  
BoxHeader Connection Detail 1  
BoxHeader Connection Detail 1  
BoxHeader Connection Detail 1  
BoxHeader Connection Detail 2  
BoxHeader Connection Detail 2  
BoxHeader Connection Detail 2  
BoxHeader Connection Detail 4  
BoxHeader Connection Detail 4  
BoxHeader Connection Detail 4  
BoxHeader Connection Detail 5  
BoxHeader Connection Detail 5  
BoxHeader Connection Detail 5  
BoxHeader Connection Detail 7  
BoxHeader Connection Detail 7  
BoxHeader Connection Detail 7  
BoxHeader Connection Detail 8  
BoxHeader Connection Detail 8  
BoxHeader Connection Detail 8  
Bridle Joist Hanger CDBV-1  
Bridle Joist Hanger CDBV-1  
Bridle Joist Hanger CDBV-1  
Bridle Joist Hanger CDBV-2  
Bridle Joist Hanger CDBV-2  
Bridle Joist Hanger CDBV-2  
Bridle Joist Hanger CDBV-3  
Bridle Joist Hanger CDBV-3  
Bridle Joist Hanger CDBV-3  
Bypass Wall Section - One Story  
Bypass Wall Section - One Story  
Bypass Wall Section - One Story  
Bypass Wall Section - Two Story  
Bypass Wall Section - Two Story  
Bypass Wall Section - Two Story  
C-Stud Truss Framing System  
C-Stud Truss Framing System  
C-Stud Truss Framing System  
Cantilever CMU Wall Flush to Top  
Cantilever CMU Wall Flush to Top  
Cantilever CMU Wall Flush to Top  
Cantilever Parapet Section  
Cantilever Parapet Section  
Cantilever Parapet Section  
Cantilever Skewed Rim  
Cantilever Skewed Rim  
Cantilever Skewed Rim  
Chase Wall Section  
Chase Wall Section  
Chase Wall Section  
ClarkDietrich Universal Joist Hanger UJH-1  
ClarkDietrich Universal Joist Hanger UJH-1  
ClarkDietrich Universal Joist Hanger UJH-1  
ClarkDietrich Universal Joist Hanger UJH-3  
ClarkDietrich Universal Joist Hanger UJH-3  
ClarkDietrich Universal Joist Hanger UJH-3  
ClarkDietrich Universal Joist Hanger UJH-4  
ClarkDietrich Universal Joist Hanger UJH-4  
ClarkDietrich Universal Joist Hanger UJH-4  
Connection to Metal Deck2  
Connection to Metal Deck2  
Connection to Metal Deck2  
Connection to Metal Deck  
Connection to Metal Deck  
Connection to Metal Deck  
Connection to Strl I-Beam  
Connection to Strl I-Beam  
Connection to Strl I-Beam  
cripple stud connection to hds  
cripple stud connection to hds  
cripple stud connection to hds  
cripple stud connection to redheader pro  
cripple stud connection to redheader pro  
cripple stud connection to redheader pro  
Danback Flexible Wood Backing Plate  
Danback Flexible Wood Backing Plate
Danback Flexible Wood Backing Plate  
Deep Leg Deflection Track with CRC  
Deep Leg Deflection Track with CRC  
Deep Leg Deflection Track with CRC  
Deep Leg Deflection Track with Lateral Brace  
Deep Leg Deflection Track with Lateral Brace  
Deep Leg Deflection Track with Lateral Brace  
Deep Leg Deflection Track with Spazzer5400-2  
Deep Leg Deflection Track with Spazzer5400-2  
Deep Leg Deflection Track with Spazzer5400-2  
Deep Leg Deflection Track with Spazzer5400  
Deep Leg Deflection Track with Spazzer5400  
Deep Leg Deflection Track with Spazzer5400  
Deep Leg Deflection Track with Strapping&Blocking  
Deep Leg Deflection Track with Strapping&Blocking  
Deep Leg Deflection Track with Strapping&Blocking  
Deep Leg Deflection Track with Strapping  
Deep Leg Deflection Track with Strapping  
Deep Leg Deflection Track with Strapping  
Detail at Curved Window
Detail at Curved Window
Detail at Curved Window
DHOW3 to Concrete  
DHOW3 to Concrete  
DHOW3 to Steel  
DHOW3 to Steel  
DHOW6 to Concrete  
DHOW6 to Concrete  
DHOW6 to Steel  
DHOW6 to Steel  
DHOW8 to Concrete  
DHOW8 to Concrete  
DHOW8 to Steel  
DHOW8 to Steel  
Door Jamb Anchorage
Door Jamb Anchorage
Double Deflection Track System
Double Deflection Track System
Double Deflection Track System
Fascia Detail at Kicked Wall
Fascia Detail at Kicked Wall
Fascia Detail at Kicked Wall
Fast Top Clips (FTC10)-Conc
Fast Top Clips (FTC10)-Conc
Fast Top Clips (FTC10)-Conc
Fast Top Clips (FTC10)-Steel
Fast Top Clips (FTC10)-Steel
Fast Top Clips (FTC10)-Steel
Fast Top Clips (FTC12)-Conc
Fast Top Clips (FTC12)-Conc
Fast Top Clips (FTC12)-Conc
Fast Top Clips (FTC12)-Steel
Fast Top Clips (FTC12)-Steel
Fast Top Clips (FTC12)-Steel
Fast Top Clips (FTC3)-Conc
Fast Top Clips (FTC3)-Conc
Fast Top Clips (FTC3)-Conc
Fast Top Clips (FTC3)-Steel
Fast Top Clips (FTC3)-Steel
Fast Top Clips (FTC3)-Steel
Fast Top Clips (FTC5)-Conc
Fast Top Clips (FTC5)-Conc
Fast Top Clips (FTC5)-Conc
Fast Top Clips (FTC5)-Steel
Fast Top Clips (FTC5)-Steel
Fast Top Clips (FTC5)-Steel
Fast Top Clips (FTC8)-Conc
Fast Top Clips (FTC8)-Conc
Fast Top Clips (FTC8)-Conc
Fast Top Clips (FTC8)-Steel
Fast Top Clips (FTC8)-Steel
Fast Top Clips (FTC8)-Steel
FASTBACK BACKING SYSTEM
FASTBACK BACKING SYSTEM
FASTBACK BACKING SYSTEM
FastBridge Lateral Bracing
FastBridge Lateral Bracing
FastBridge Lateral Bracing
FastBridge Lateral Bracing 2
FastBridge Lateral Bracing 2
FastBridge Lateral Bracing 2
Field Skewable Rim Track Splice Plate-1
Field Skewable Rim Track Splice Plate-1
Field Skewable Rim Track Splice Plate-1
Field Skewable Rim Track Splice Plate-2
Field Skewable Rim Track Splice Plate-2
Field Skewable Rim Track Splice Plate-2
Field Skewable Rim Track Splice Plate-3
Field Skewable Rim Track Splice Plate-3
Field Skewable Rim Track Splice Plate-3
Foundation Clips
Foundation Clips
Furring Wall Connection
Furring Wall Connection
Furring Wall Connection
Gusset Plates 1
Gusset Plates 1
Gusset Plates 2
Gusset Plates 2
HDP - HSS Endpost to Embedment Plate
HDP - HSS Endpost to Embedment Plate
HDP - HSS Endpost to Embedment Plate
HDP - HSS to HSS Shearwall Endpost
HDP - HSS to HSS Shearwall Endpost
HDP - HSS to HSS Shearwall Endpost
HDP - LSF Endpost to Embedment Plate
HDP - LSF Endpost to Embedment Plate
HDP - LSF Endpost to Embedment Plate
HDP - LSF to BRICK SHELF ANGLE
HDP - LSF to BRICK SHELF ANGLE
HDP - LSF to BRICK SHELF ANGLE
HDP - LSF to HSS Shearwall Endpost
HDP - LSF to HSS Shearwall Endpost
HDP - LSF to HSS Shearwall Endpost
HDS Header to HDS Jamb & Stud
HDS Header to HDS Jamb & Stud
HDS Header to HDS Jamb & Stud
HDS Header to Jamb Connection
HDS Header to Jamb Connection
HDS Header to Jamb Connection
HDS Header to Multiple HDS Jambs
HDS Header to Multiple HDS Jambs
HDS Header to Multiple HDS Jambs
HDS Jamb Connection at Base
HDS Jamb Connection at Base
HDS Jamb Connection at Base
HDS Sill To HDS Jamb Connection
HDS Sill To HDS Jamb Connection
HDS Sill To HDS Jamb Connection
HDS-Shear Wall Post Assemblies
HDS-Shear Wall Post Assemblies
HDS-Shear Wall Post Assemblies
HDS-Shear Wall Post-1
HDS-Shear Wall Post-1
HDS-Shear Wall Post-2
HDS-Shear Wall Post-2
Header Framing Over Foundation Opening-1
Header Framing Over Foundation Opening-1
Header Framing Over Foundation Opening-1
Header Framing Over Foundation Opening-2
Header Framing Over Foundation Opening-2
Header Framing Over Foundation Opening-2
Hold Down Detail 1
Hold Down Detail 1
Hold Down Detail 2
Hold Down Detail 2
Hold Down Detail 3
Hold Down Detail 3
Hold Down Detail 4
Hold Down Detail 4
ICF-Embedded Joists
ICF-Embedded Joists
ICF-Girder Beam Pocket
ICF-Girder Beam Pocket
ICF-Girder Beam Pocket
ICF-Joist Rim Splice
ICF-Joist Rim Splice
ICF-Joist to wall with ICF Clip
ICF-Joist to wall with ICF Clip
ICF-Joist to wall with ICF Clip
ICF-Joists Parallel to Wall with Furring Strip
ICF-Joists Parallel to Wall with Furring Strip
ICF-Joists Parallel to Wall with Furring Strip
ICF-Joists Parallel to Wall with ICF Clip
ICF-Joists Parallel to Wall with ICF Clip
ICF-Joists Parallel to Wall with ICF Clip
ICF-Rim Set in Void
ICF-Rim Set in Void
Int. Joist Bearin-Standard
Int. Joist Bearin-Standard
Int. Joist Bearin-Standard
Int. Joist Bearing-Rim-To-Rim
Int. Joist Bearing-Rim-To-Rim
Int. Joist Bearing-Rim-To-Rim
Jamb Base Connection 1
Jamb Base Connection 1
Jamb Base Connection 1
Jamb Base Connection 2
Jamb Base Connection 2
Jamb Base Connection 2
Jamb Connection Bypass (2)FCSC-550
Jamb Connection Bypass (2)FCSC-550
Jamb Connection Bypass (2)FCSC-550
Joist Bridging-Solid Blocking
Joist Bridging-Solid Blocking
Joist Bridging-Solid Blocking
Joist Bridging-Solid Blocking At Cantilever
Joist Bridging-Solid Blocking At Cantilever
Joist Bridging-Solid Blocking At Cantilever
Joist Bridging-Strongback
Joist Bridging-Strongback
Joist Bridging-Strongback
Joist Bridging-TDSB Metal Deck
Joist Bridging-TDSB Metal Deck
Joist Bridging-TDSB Metal Deck
Joist Bridging-Tension Strap
Joist Bridging-Tension Strap
Joist Bridging-Tension Strap
Joist Bridging-U Channel
Joist Bridging-U Channel
Joist Bridging-U Channel
Joist Lap-End-toEnd w Splice Block
Joist Lap-End-toEnd w Splice Block
Joist Lap-End-toEnd w Splice Block
Joist Lap-Single to Double Joists
Joist Lap-Single to Double Joists
Joist Lap-Single to Double Joists
Joist Lap-Standard
Joist Lap-Standard
Joist Rim Angle Iron Ledger Balloon
Joist Rim Angle Iron Ledger Balloon
Joist Rim Angle Iron Ledger Balloon
Joist Rim Double Joists
Joist Rim Double Joists
Joist Rim Double Joists
Joist Rim Framing - Parallel to Wall
Joist Rim Framing - Parallel to Wall
Joist Rim Framing - Parallel to Wall
Joist Rim I Beam Flush to Bottom
Joist Rim I Beam Flush to Bottom
Joist Rim I Beam Flush to Bottom
Joist Rim Parallel to Joist CMU Balloon
Joist Rim Parallel to Joist CMU Balloon
Joist Rim Parallel to Joist CMU Balloon
Joist Rim-CMU Wall-Balloon
Joist Rim-CMU Wall-Balloon
Joist Rim-CMU Wall-Balloon
Joist Rim-CMU Wall-Standard
Joist Rim-CMU Wall-Standard
Joist Rim-CMU Wall-Standard
Joist Rim-Rim Splice
Joist Rim-Rim Splice
Joist Rim-Rim to Existing Wood Floor
Joist Rim-Rim to Existing Wood Floor
Joist Rim-Rim to Existing Wood Floor
Joist Rim-Rim to LGS and Wood Girder
Joist Rim-Rim to LGS and Wood Girder
Joist Rim-Rim to LGS and Wood Girder
Joist Rim-Standard
Joist Rim-Standard
Joist Rim-Wood Sill Plate
Joist Rim-Wood Sill Plate
Joist Rim-Wood Sill Plate
Joist Rim-Wood Wall-Balloon
Joist Rim-Wood Wall-Balloon
Joist Rim-Wood Wall-Balloon
Joist Rim-Wood Wall-Standard
Joist Rim-Wood Wall-Standard
Joist Rim-Wood Wall-Standard
Joist System tied to Wall System
Joist System tied to Wall System
Joist System tied to Wall System
Kicker Connection at Bar Joist Infill Stud
Kicker Connection at Bar Joist Infill Stud
Kicker Connection at Bar Joist Infill Stud
Kicker Connection to Bottom of Bar Joist 1
Kicker Connection to Bottom of Bar Joist 1
Kicker Connection to Bottom of Bar Joist 1
Kicker Connection to Bottom of Bar Joist 2
Kicker Connection to Bottom of Bar Joist 2
Kicker Connection to Bottom of Bar Joist 2
Kicker Connection to Bottom of Beam 1
Kicker Connection to Bottom of Beam 1
Kicker Connection to Bottom of Beam 1
Kicker Connection to Bottom of Beam 2
Kicker Connection to Bottom of Beam 2
Kicker Connection to Bottom of Beam 2
Kicker Connection to Bottom of Deck 1
Kicker Connection to Bottom of Deck 1
Kicker Connection to Bottom of Deck 1
Kicker Connection to Bottom of Deck 2
Kicker Connection to Bottom of Deck 2
Kicker Connection to Bottom of Deck 2
Kicker Connection to Bottom of Deck 3
Kicker Connection to Bottom of Deck 3
Kicker Connection to Bottom of Deck 3
Kicker Connection to Bottom of Deck 4
Kicker Connection to Bottom of Deck 4
Kicker Connection to Bottom of Deck 4
Kicker Connection to Bottom of Slab 1
Kicker Connection to Bottom of Slab 1
Kicker Connection to Bottom of Slab 1
Kicker Connection to Bottom of Slab 2
Kicker Connection to Bottom of Slab 2
Kicker Connection to Bottom of Slab 2
Kicker Connection to Bottom of Slab 3
Kicker Connection to Bottom of Slab 3
Kicker Connection to Bottom of Slab 3
Kicker Connection to Side of Beam
Kicker Connection to Side of Beam
Kicker Connection to Side of Beam
Kicker Connection to Top of Deck 1
Kicker Connection to Top of Deck 1
Kicker Connection to Top of Deck 1
Kicker Connection to Top of Deck 2
Kicker Connection to Top of Deck 2
Kicker Connection to Top of Deck 2
Kicker Connection to Top of Deck 3
Kicker Connection to Top of Deck 3
Kicker Connection to Top of Deck 3
Kicker Connection to Top of Slab 1
Kicker Connection to Top of Slab 1
Kicker Connection to Top of Slab 1
Kicker Connection to Top of Slab 2
Kicker Connection to Top of Slab 2
Kicker Connection to Top of Slab 2
Kicker Connection to Top of Wall
Kicker Connection to Top of Wall
Kicker Connection to Top of Wall
Kicker Connections
Kicker Connections
Ladder Blocking-Capped Rim Double Joist
Ladder Blocking-Capped Rim Double Joist
Ladder Blocking-Capped Rim Double Joist
Ladder Blocking-Double Joist Rim
Ladder Blocking-Double Joist Rim
Ladder Blocking-Double Joist Rim
Ladder Blocking-Rim-Backed Joist
Ladder Blocking-Rim-Backed Joist
Ladder Blocking-Rim-Backed Joist
Ladder Blocking-Standard
Ladder Blocking-Standard
Ladder Blocking-Standard
Ladder_Blocking-Standard without TDSB
Ladder_Blocking-Standard without TDSB
Ladder_Blocking-Standard without TDSB
LATERAL BRACING AND TERMINATION CONNECTION
Lateral Bracing and Termination Connection
LATERAL BRACING AND TERMINATION CONNECTION
Lay-In Header Connection 1
Lay-In Header Connection 1
Lay-In Header Connection 1
Lay-In Header Connection 2
Lay-In Header Connection 2
Lay-In Header Connection 2
Lay-In Header Connection 3
Lay-In Header Connection 3
Lay-In Header Connection 3
Lay-In Header Connection 4
Lay-In Header Connection 4
Lay-In Header Connection 4
Lintel Detail 1
Lintel Detail 1
Lintel Detail 2
Lintel Detail 2
Lintel Detail 3
Lintel Detail 3
Lintel Detail 4
Lintel Detail 4
Lintel Detail 5
Lintel Detail 5
Lintel Detail 6
Lintel Detail 6
Load Bearing BoxHeader Lintel
Load Bearing BoxHeader Lintel
Load Bearing BoxHeader Lintel
Load Bearing Jamb and BoxHeader Detail
Load Bearing Jamb and BoxHeader Detail
Load Bearing Jamb and BoxHeader Detail
Load Bearing Lintel at BarJoist-1
Load Bearing Lintel at BarJoist-1
Load Bearing Lintel at BarJoist-1
Load Bearing Mansard Section-1
Load Bearing Mansard Section-1
Load Bearing Mansard Section-1
Load Bearing Mansard Section-2
Load Bearing Mansard Section-2
Load Bearing Mansard Section-2
Load Bearing Mezzanine Section
Load Bearing Mezzanine Section
Load Bearing Mezzanine Section
Load Bearing Post at Bar Joist
Load Bearing Post at Bar Joist
Load Bearing Post at Bar Joist
Load Bearing Wall Section
Load Bearing Wall Section
Load Bearing Wall Section
Load Bearing Window Opening
Load Bearing Window Opening
Load Bearing Window Opening
Load Bearing Window Opening Elevation
Load Bearing Window Opening Elevation
Load Bearing Window Opening Elevation
Load Distribution Header-1
Load Distribution Header-1
Load Distribution Header-1
Load Distribution Header-3
Load Distribution Header-3
Load Distribution Header-3
Load Distribution Header-4
Load Distribution Header-4
Load Distribution Header-4
MaxTrak Slotted Deflection Track
MaxTrak Slotted Deflection Track
MaxTrak Slotted Deflection Track
MaxTrak Slotted Deflection Track with JambStud
MaxTrak Slotted Deflection Track with JambStud
MaxTrak Slotted Deflection Track with JambStud
MaxTrak Slotted Deflection Track-2
MaxTrak Slotted Deflection Track-2
MaxTrak Slotted Deflection Track-2
MaxTrak-2D Slotted Deflection Track
MaxTrak-2D Slotted Deflection Track
MaxTrak-2D Slotted Deflection Track
MEP3 Gusset Plate - Structural
MEP3 Gusset Plate - Structural
MEP3 Gusset Plate - Structural
MEP6 Gusset Plate - Structural
MEP6 Gusset Plate - Structural
MEP6 Gusset Plate - Structural
Metal Furring Channel Clip (MFCC)-1
Metal Furring Channel Clip (MFCC)-1
Metal Furring Channel Clip (MFCC)-1
Metal Furring Channel Clip (MFCC)-2
Metal Furring Channel Clip (MFCC)-2
Metal Furring Channel Clip (MFCC)-2
Moment Clip Connection Detail 1
Moment Clip Connection Detail 1
Moment Clip Connection Detail 1
Moment Clip Connection Detail 2
Moment Clip Connection Detail 2
Moment Clip Connection Detail 2
Moment Clip Post Connection Detail 1
Moment Clip Post Connection Detail 1
Moment Clip Post Connection Detail 1
Moment Clip Post Connection Detail 2
Moment Clip Post Connection Detail 2
Moment Clip Post Connection Detail 2
Moment Clip Post Connection Detail 3
Moment Clip Post Connection Detail 3
Moment Clip Post Connection Detail 3
Non-Composite Furring Wall Section
Non-Composite Furring Wall Section
Non-Composite Furring Wall Section
Non-Composite Wall Section
Non-Composite Wall Section
Non-Composite Wall Section
Non-Composite Wall Section2
Non-Composite Wall Section2
Non-Composite Wall Section2
Non-Composite With Kicker Wall Section
Non-Composite With Kicker Wall Section
Non-Composite With Kicker Wall Section
Non-Load Bearing Curtainwall Section
Non-Load Bearing Curtainwall Section
Non-Load Bearing Curtainwall Section
One Flange Bracing Detail
One Flange Bracing Detail
One Flange Bracing Detail
Overbuild Framing
Overbuild Framing
Parapet Connection to Roof Deck
Parapet Connection to Roof Deck
Parapet Connection to Roof Deck
Parapet Connection to STRL Beam
Parapet Connection to STRL Beam
Parapet Connection to STRL Beam
Rafter Connection with E-Series Clip
Rafter Connection with E-Series Clip
Rafter Connection with E-Series Clip
Rafter Connection with UniClip
Rafter Connection with UniClip
Rafter Connection with UniClip
Raised Floor Condition
Raised Floor Condition
Raised Floor Condition
RedHeader Pro Connection At Header
RedHeader Pro Connection At Header
RedHeader Pro Connection At Header
RedHeader Pro Connection At Lateral Bracing
RedHeader Pro Connection At Lateral Bracing
RedHeader Pro Connection At Lateral Bracing
RedHeader Pro Connection At Lay-In Sill
RedHeader Pro Connection At Lay-In Sill
RedHeader Pro Connection At Lay-In Sill
RedHeader Pro_Connection At RedHeader Sill
RedHeader Pro_Connection At RedHeader Sill
RedHeader Pro_Connection At RedHeader Sill
Reinforcement at Stud End
Reinforcement at Stud End
Reinforcement at Stud End
Roof Truss Blocking
Roof Truss Blocking
Roof Truss Connection
Roof Truss Connection
Seismic & Hurricane Tie to Bottom Chord+Wall
Seismic & Hurricane Tie to Bottom Chord+Wall
Seismic & Hurricane Tie to Bottom Chord+Wall
Seismic & Hurricane Tie to Joist+Wall
Seismic & Hurricane Tie to Joist+Wall
Seismic & Hurricane Tie to Joist+Wall
Seismic & Hurricane Tie to Truss+CMU Wall
Seismic & Hurricane Tie to Truss+CMU Wall
Seismic & Hurricane Tie to Truss+CMU Wall
Seismic & Hurricane Tie to Truss+Stud Wall
Seismic & Hurricane Tie to Truss+Stud Wall
Seismic & Hurricane Tie to Truss+Stud Wall
Seismic & Hurricane Tie to Truss+Stud Wall-2
Seismic & Hurricane Tie to Truss+Stud Wall-2
Seismic & Hurricane Tie to Truss+Stud Wall-2
Seismic & Hurricane Tie to Truss+Stud Wall-3
Seismic & Hurricane Tie to Truss+Stud Wall-3
Seismic & Hurricane Tie to Truss+Stud Wall-3
Shear Anchor Detail at Base 1
Shear Anchor Detail at Base 1
Shear Anchor Detail at Base 1
Shear Anchor Detail at Base 2
Shear Anchor Detail at Base 2
Shear Anchor Detail at Base 2
Shear Anchor Detail at Base 3
Shear Anchor Detail at Base 3
Shear Anchor Detail at Base 3
Shear Anchor Detail at Base 4
Shear Anchor Detail at Base 4
Shear Anchor Detail at Base 4
Shear Anchor Detail at Base 5
Shear Anchor Detail at Base 5
Shear Anchor Detail at Base 5
Shear Wall Elevation 1
Shear Wall Elevation 1
Shear Wall Elevation 1
Shear Wall Elevation 2
Shear Wall Elevation 2
Shear Wall Elevation 2
Sill Detail 1
Sill Detail 1
Sill Detail 2
Sill Detail 2
Sill Detail 3
Sill Detail 3
Sill Detail 4
Sill Detail 4
Sill Detail 5
Sill Detail 5
Sill Detail 6
Sill Detail 6
Sill Detail 7
Sill Detail 7
Skewable Angle Roof-1
Skewable Angle Roof-1
Skewable Angle Roof-2
Skewable Angle Roof-2
Soffit Detail at Kicked Wall with Strongback
Soffit Detail at Kicked Wall with Strongback
Soffit Detail at Kicked Wall with Strongback
Solid Blocking Detail
Solid Blocking Detail
Solid Blocking Detail 2
Solid Blocking Detail 2
Solid Blocking Detail 2
Solid Blocking Detail 3
Solid Blocking Detail 3
Solid Blocking Detail 3
Spandrel Wall Section
Spandrel Wall Section
Splice Detail
Splice Detail
Squash Block - Standard
Squash Block - Standard
Squash Block - Standard
stud connection bottom of beam LS-Series
stud connection bottom of beam LS-Series
stud connection bottom of beam LS-Series
Stud Connection Bypass (2)FCSC-550
Stud Connection Bypass (2)FCSC-550
Stud Connection Bypass (2)FCSC-550
Stud Connection Bypass Drift Rail+Clip (DRC3)
Stud Connection Bypass Drift Rail+Clip (DRC3)
Stud Connection Bypass Drift Rail+Clip (DRC3)
Stud Connection Bypass Drift Rail+Clip (DRC6)
Stud Connection Bypass Drift Rail+Clip (DRC6)
Stud Connection Bypass Drift Rail+Clip (DRC6)
Stud Connection Bypass Drift Rail+Clip (DRC8)
Stud Connection Bypass Drift Rail+Clip (DRC8)
Stud Connection Bypass Drift Rail+Clip (DRC8)
Stud Connection Bypass FastStrut FS12or15
Stud Connection Bypass FastStrut FS12or15
Stud Connection Bypass FastStrut FS12or15
Stud Connection Bypass FastStrut FS12or15 Welded
Stud Connection Bypass FastStrut FS12or15 Welded
Stud Connection Bypass FastStrut FS12or15 Welded
Stud Connection Bypass FastStrut FS24
Stud Connection Bypass FastStrut FS24
Stud Connection Bypass FastStrut FS24
Stud Connection Bypass FastStrut FS24 Welded
Stud Connection Bypass FastStrut FS24 Welded
Stud Connection Bypass FastStrut FS24 Welded
Stud Connection Bypass FCEC8" or 10"
Stud Connection Bypass FCEC8" or 10"
Stud Connection Bypass FCEC8" or 10"
Stud Connection Bypass FCSC-350
Stud Connection Bypass FCSC-350
Stud Connection Bypass FCSC-350
Stud Connection Bypass FCSC-550
Stud Connection Bypass FCSC-550
Stud Connection Bypass FCSC-550
Stud Connection Bypass FCSC-550 Bottom Of Beam
Stud Connection Bypass FCSC-550 Bottom Of Beam
Stud Connection Bypass FCSC-550 Bottom Of Beam
Stud Connection Bypass FCSC-HD (1) anchor
Stud Connection Bypass FCSC-HD (1) anchor
Stud Connection Bypass FCSC-HD (1) anchor
Stud Connection Bypass FCSC-HD (2) anchors
Stud Connection Bypass FCSC-HD (2) anchors
Stud Connection Bypass FCSC-HD (2) anchors
Stud Connection Bypass Flat Tail FTSC3 Bottom of Beam
Stud Connection Bypass Flat Tail FTSC3 Bottom of Beam
Stud Connection Bypass Flat Tail FTSC3 Bottom of Beam
Stud Connection Bypass Flat Tail FTSC3 to Concrete Slab
Stud Connection Bypass Flat Tail FTSC3 to Concrete Slab
Stud Connection Bypass Flat Tail FTSC3 to Concrete Slab
Stud Connection Bypass Flat Tail FTSC3 Top of Beam
Stud Connection Bypass Flat Tail FTSC3 Top of Beam
Stud Connection Bypass Flat Tail FTSC3 Top of Beam
Stud Connection Bypass Flat Tail FTSC3 Welded Top of Beam
Stud Connection Bypass Flat Tail FTSC3 Welded Top of Beam
Stud Connection Bypass Flat Tail FTSC3 Welded Top of Beam
Stud Connection Bypass Flat Tail FTSC6 Bottom of Beam
Stud Connection Bypass Flat Tail FTSC6 Bottom of Beam
Stud Connection Bypass Flat Tail FTSC6 Bottom of Beam
Stud Connection Bypass Flat Tail FTSC6 CONCrete
Stud Connection Bypass Flat Tail FTSC6 CONCrete
Stud Connection Bypass Flat Tail FTSC6 CONCrete
Stud Connection Bypass Flat Tail FTSC6 Top of Beam
Stud Connection Bypass Flat Tail FTSC6 Top of Beam
Stud Connection Bypass Flat Tail FTSC6 Top of Beam
Stud Connection Bypass Flat Tail FTSC6 welded Bottom of Beam
Stud Connection Bypass Flat Tail FTSC6 welded Bottom of Beam
Stud Connection Bypass Flat Tail FTSC6 welded Bottom of Beam
Stud Connection Bypass Flat Tail FTSC6 welded Top of Beam
Stud Connection Bypass Flat Tail FTSC6 welded Top of Beam
Stud Connection Bypass Flat Tail FTSC6 welded Top of Beam
Stud Connection Bypass UBC-D1
Stud Connection Bypass UBC-D1
Stud Connection Bypass UBC-D1
Stud Connection Bypass UBC-D2
Stud Connection Bypass UBC-D2
Stud Connection Bypass UBC-D2
Stud Connection Bypass UBC-R1
Stud Connection Bypass UBC-R1
Stud Connection Bypass UBC-R1
Stud Connection Bypass UBC-R2
Stud Connection Bypass UBC-R2
Stud Connection Bypass UBC-R2
Stud Connection Bypass+Drift D-FCSC350
Stud Connection Bypass+Drift D-FCSC350
Stud Connection Bypass+Drift D-FCSC350
Stud Connection Bypass+Drift D-FCSC6
Stud Connection Bypass+Drift D-FCSC6
Stud Connection Bypass+Drift D-FCSC6
Stud Connection Bypass+Drift D-FCSC8
Stud Connection Bypass+Drift D-FCSC8
Stud Connection Bypass+Drift D-FCSC8
Stud Connection Rigid UNI-CLIP
Stud Connection Rigid UNI-CLIP
Stud Connection Rigid UNI-CLIP
Stud Connection Rigid UNI-CLIP and Support Stud
Stud Connection Rigid UNI-CLIP and Support Stud
Stud Connection Rigid UNI-CLIP and Support Stud
Stud Connection Rigid Uni-Clip HD to Slab (1) Anchor
Stud Connection Rigid Uni-Clip HD to Slab (1) Anchor
Stud Connection Rigid Uni-Clip HD to Slab (1) Anchor
Stud Connection Rigid Uni-Clip HD to Slab (2) Anchors
Stud Connection Rigid Uni-Clip HD to Slab (2) Anchors
Stud Connection Rigid Uni-Clip HD to Slab (2) Anchors
Stud Connection Rigid UNI-CLIP To Slab
Stud Connection Rigid UNI-CLIP To Slab
Stud Connection Rigid UNI-CLIP To Slab
Stud Connection Rigid UXRC
Stud Connection Rigid UXRC
Stud Connection Rigid UXRC
stud connection to angle & track LS-series
stud connection to angle & track LS-series
stud connection to angle & track LS-series
stud connection to angle Ls-series
stud connection to angle Ls-series
stud connection to angle Ls-series
stud connection to cmu ls-series
stud connection to cmu ls-series
stud connection to cmu ls-series
Stud connection to concrete LE-Series
Stud connection to concrete LE-Series
Stud connection to concrete LE-Series
stud connection to concrete ls-series
stud connection to concrete ls-series
stud connection to concrete ls-series
stud connection to top of beam LE-series
Stud connection to top of beam LE-series
stud connection to top of beam LE-series
Stud connection top and bottom of beam Ls-series
Stud connection top and bottom of beam Ls-series
Stud connection top and bottom of beam Ls-series
stud connection top of beam Extended LE-series
stud connection top of beam Extended LE-series
stud connection top of beam Extended LE-series
stud connection top of beam ls-series
stud connection top of beam ls-series
stud connection top of beam ls-series
Stud Connection With (2)S-Series Clips
Stud Connection With (2)S-Series Clips
Stud Connection With (2)S-Series Clips
Stud Connection With E-Series Clip
Stud Connection With E-Series Clip
Stud Connection With E-Series Clip
Stud Connection With E-Series Clip Bottom Of Beam
Stud Connection With E-Series Clip Bottom Of Beam
Stud Connection With E-Series Clip Bottom Of Beam
Stud Connection With E-Series Clip To Concrete Wall
Stud Connection With E-Series Clip To Concrete Wall
Stud Connection With E-Series Clip To Concrete Wall
Stud Connection With S-Series Clip
Stud Connection With S-Series Clip
Stud Connection With S-Series Clip
Stud Connection With S-Series Clip Bottom Of Beam
Stud Connection With S-Series Clip Bottom Of Beam
Stud Connection With S-Series Clip Bottom Of Beam
Stud Connection With S-Series Clip To Angle
Stud Connection With S-Series Clip To Angle
Stud Connection With S-Series Clip To Angle
Stud Connection With S-Series Clip To Angle & Track
Stud Connection With S-Series Clip To Angle & Track
Stud Connection With S-Series Clip To Angle & Track
Stud Connection With S-Series Clip To CMU Wall
Stud Connection With S-Series Clip To CMU Wall
Stud Connection With S-Series Clip To CMU Wall
Stud Connection With S-Series Clip To Concrete Wall
Stud Connection With S-Series Clip To Concrete Wall
Stud Connection With S-Series Clip To Concrete Wall
Stud Framed Suspended Ceiling
Stud Framed Suspended Ceiling
Stud Framed Suspended Ceiling
Stud To Track Connection
Stud To Track Connection
Stud To Track Connection
Stud To Track Detail
Stud To Track Detail
Stud_Connection Bypass Flat Tail_FTSC3 Welded Bottom of Beam
Stud_Connection Bypass Flat Tail_FTSC3 Welded Bottom of Beam
Stud_Connection Bypass Flat Tail_FTSC3 Welded Bottom of Beam
Support Clip ClarkDietrich E Series
Support Clip ClarkDietrich E Series
Support Clip ClarkDietrich E Series
Support Clip ClarkDietrich S Series
Support Clip ClarkDietrich S Series
Support Clip ClarkDietrich S Series
Tied Jamb Studs
Tied Jamb Studs
Track Head Connection 1
Track Head Connection 1
Track Head Connection 1
Track Head Connection 2
Track Head Connection 2
Track Head Connection 2
Track Head Connection 3
Track Head Connection 3
Track Head Connection 3
Track Sill & Head Connection
Track Sill & Head Connection
Track Sill & Head Connection
Trade Ready Header Detail 1
Trade Ready Header Detail 1
Trade Ready Header Detail 1
Trade Ready Header Detail 2
Trade Ready Header Detail 2
Trade Ready Header Detail 2
Trade Ready Header Detail 3
Trade Ready Header Detail 3
Trade Ready Header Detail 3
Trade Ready Header Detail 4
Trade Ready Header Detail 4
Trade Ready Header Detail 4
TradeReady Floor Joist Reference Plan
TradeReady Floor Joist Reference Plan
TradeReady Floor Joist Reference Plan
TradeReady Structural Blocking
TradeReady Structural Blocking
TradeReady Structural Blocking
TRADEREADY STRUCTURAL JOIST BLOCKING
TRADEREADY STRUCTURAL JOIST BLOCKING
TRADEREADY STRUCTURAL JOIST BLOCKING
Truss Gusset Plate-1
Truss Gusset Plate-1
Truss Gusset Plate-2
Truss Gusset Plate-2
Truss Gusset Plate-3
Truss Gusset Plate-3
U Channel Bridging Connection
U Channel Bridging Connection
U Channel Bridging Connection
U Channel Bridging Connection 2
U Channel Bridging Connection 2
U Channel Bridging Connection 2
U Channel Detail
U Channel Detail
U Channel Splice Detail
U Channel Splice Detail
U Channel Splice Detail
U Channel Splice Detail 2
U Channel Splice Detail 2
U Channel Splice Detail 2
Universal Header hanger with back to back jamb
Universal Header hanger with back to back jamb
Universal Header hanger with back to back jamb
Wall Connection to Bar Joists
Wall Connection to Joists
Wall Connection to Bar Joists
Wall Connection to Bar Joists2
Wall Connection to Joists2
Wall Connection to Bar Joists2
Wall Connection to Bar Joists3
Wall Connection to Joists3
Wall Connection to Bar Joists3
Wall corner framing
Wall corner framing
Wall corner framing with bypassing gypsum
Wall corner framing with bypassing gypsum
Wall corner framing with bypassing gypsum
Wall corner framing with offset stud
Wall corner framing with offset stud
Wall corner framing with offset stud
Wall intersection framing
Wall intersection framing
Wall intersection framing
Wall intersection framing with bypassing gypsum
Wall intersection framing with bypassing gypsum
Wall intersection framing with bypassing gypsum
Web Stiffener - QuickTwist
Web Stiffener - QuickTwist
Web Stiffener - QuickTwist
Web Stiffener - Standard
Web Stiffener - Standard
Web Stiffener - Standard
Window Jamb Anchorage
Window Jamb Anchorage

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Submittal sheets for the exact product you're looking for can be created by using ClarkDietrich's SubmittalPro® Product Submittal System.

Most common Structural submittals can be found below:

Size / ThicknessStructural StudTrack
3-5/8" Web w/ 1-5/8" Flange 43mils (18ga)362S162-43-P362T125-43
3-5/8" Web w/ 1-5/8" Flange 54mils (16ga)362S162-54-P362T125-54
6 Web w/ 1-5/8" Flange 43mils (18ga)600S162-43-P600T125-43
6" Web w/ 1-5/8" Flange 54mils (16ga)600S162-54-P600T125-54
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