Fasten Header 2 Assembly 1Saddle Clip 3 Assembly · SCAFCO products offer a series of high quality...

Catalog No. 200A

Steel Framing CatalogClips, Connectors, and Specialty Products

Connection Clips Curved Products Priceless Header andKwik-Jamb System

Priceless Headers

Attach Saddle Clip1 Fasten Header

Assembly2Attach Header

Assembly3

Easy as:

Priceless HeadersThe Priceless Header and Kwik-Jamb system is making a huge impact on jobsites with its fast installation and flush finish. All headers are uniform making it easy for the inspection process.

The system consists of a single or double piece horizontal member and connection clip, both manufactured from prime steel that is 57 ksi yield strength and mill certified. The connection clip simply attaches to the jamb stud and allows for the Header to slide in creating a flush finish; something you do not get with a traditional header.

Look for more information on Priceless Headers on pages 44 - 49.

SCAFCO.COMSS1008E0416

2©2017 SCAFCO www.SCAFCO.com Effective 04/25/16 and supersedes all previous information.

Secure Clips 22 - 37

AC Bypass Slab Secure Clip 22

AS Load-Bearing Secure Strut 24

FA Secure Floor Anchor Clip 25

MA Multi-Use Secure Clip 26

MB Multi-Use Secure Clip 28

MC Multi-Use Secure Clip 30

TT Truss Tie Secure Clip 32

BC Secure Bridge Clip 34

WT Wall Tie Secure Clip 35

HG Secure Header Gusset Plate 36

SS Secure Floor Strapping 37

General Product Information 4 - 6

Thickness - Steel Components 5

Screw Capacities and Weld Capacities 5

Load Paths 5

Certification of Materials 7

Deflection Clips 8 - 21

PLC4 Bypass Slab Slide Clip 8 - 9

PLC3 Bypass Slab Slide Clip 10

PLC2 Bypass Slab Slide Clip 11

PLS3 Bypass Slab Slide Strut 12

PLS2 Bypass Slab Slide Strut 13

DPLC2 Bypass Slab Drift Clip 14

DPLS2 Bypass Slab Drift Strut 15

ISC Interior Head-of-Wall 16

ESC Exterior Head-of-Wall 17

DISC Interior Head-of-Wall Multi-Drift Clip 18

DESC Exterior Head-of-Wall Multi-Drift Clip 19

SSWT Splicing Slide Clip and Rigid Wall Tie 20

STP Bypass Slab Top Plate 21

Table of Contents

3©2017 SCAFCOEffective 04/25/16 and supersedes all previous information. www.SCAFCO.com

Slotted Track 54 - 57

SLT Slotted Leg Track 54

SDLT Slotted Deep Leg Track 56

Track-in-Track Deflection System 58 - 59

Ponywall Support 60

Drain Track 61

Custom Brake Shapes 62

Ordering Forms 63 - 69

Priceless Header and Kwik-Jamb Form 63

Perfect Curve Order Forms 64

Table of Contents

Backing, Blocking, and Stiffeners 38 - 45

WST Web Stiffener Track 38

KB Kwik-Back Wall Support 39

TB Solid Track Blocking 40

FTB Fire Track Blocking 41

NS Notched Stud Backing 42

NT Notched Track Backing 44

K Kwik-Bridge Punch System 45

Priceless Header and Kwik-Jamb System 46 - 51

Perfect Curve Products 52 - 53HD Header HDR Header

Slotted Arched Arhed Z Curved Curved Angle


General Product Information

Industry Benefits SCAFCO's product line of connectors and specialty products are all manufactured from mill certified prime steel. SCAFCO's capable of designing and manufacturing non-standard specialty products for any application.

SCAFCO delivers absolute satisfaction and improvement to the steel framing industry by:• Delivering top quality products

• Drastically reducing labor and installation costs

• Reducing waste with precise product lengths

• Guaranteeing extensive durability and quality

Credentials SCAFCO products offer a series of high quality products to meet the emerging needs of the steel framing industry. All products are manufactured from mill certified steel with hot-dipped galvanized coating that guarantees long term durability and performance. SCAFCO offers an extensive line of various clips and specialty products designed for floor framing, load bearing walls, curtain walls, and roof trusses.

The light gauge steel framing industry demands improved solutions for connection configurations. That is why SCAFCO products are engineered to ensure and provide the most efficient load transfer paths. These provisions meet the design requirements while maintaining profitable benefits for the contractor/owner. SCAFCO has put tremendous effort into developing superior products that provide significant value to our customers. All products have undergone comprehensive assessments and field analysis to construct and provide advanced product solutions for both the designer and installer.

Terms and Conditions Products identified in this catalog are manufactured and designed for multiple purposes, and should only be used in applications as specified by a qualified architect or engineer. Product modifications or changes in installation procedures should only be done after consultation with a qualified architect or engineer. SCAFCO is not responsible for damages, claims, or losses resulting from improper installation or unapproved alterations of the product. You should consult with your contractor and/or architect/engineer to obtain appropriate engineering and application specifications prior to the installation of any product.

Products and loads specified in this catalog are subject to the described specific applications and proper installation. Modified products, incorrect loading methods or installation procedures, or any other applications will impact the product's load capacities. Exposure of the product to chemicals, fertilizers, or other corrosive materials or environments may affect the galvanizing properties of the product. This catalog supersedes all information in previously published SCAFCO catalogs and technical reports. All previous SCAFCO publications regarding the products and their technical specifications should be discarded. SCAFCO reserves the right to make changes or corrections to this catalog and the product's specifications at any time. All product sales are subject to these Terms, Conditions, and Limited Warranty.

Patented Products and Technology SCAFCO products and technology are protected by United States and international patent laws, including U.S. patent 5876006, 7478508, and patents pending.

Return Policy SCAFCO may accept returns of standard products subject to: (i) SCAFCO's receipt of the return request within 90 days from the date of original delivery to the customer; (ii) SCAFCO's prior authorization; (iii) the products being new, unmarked, unused, and in original SCAFCO packaging; (iv) the customer shipping the product to SCAFCO FOB destination, freight prepaid by customer; and (v) payment of a 25 percent restocking fee. Products that may not be returned include those specifically cut, assembled, or produced for particular projects or applications, including, but not limited to, headers, curved products, and kwik-jamb stud products. If there is a substantial quantity ordered of a standard part, SCAFCO may not except a return of the full ordered.

Limited Warranty For a period of 90 days from purchase, SCAFCO warrants to the original owner that the products are free from defects in material and workmanship when used in compliance with SCAFCO's design limits and specified installation methods. This limited warranty does not cover defects in product resulting from: (i) the modification or alteration of the product; (ii) the misapplication or improper use; (iii) improper installation; (iv) damage resulting from exposure to corrosive chemicals, corrosive fumes, condensation, water, or fire; or (v) accident, negligent operation, or improper maintenance. This SCAFCO Limited Warranty is non-transferable and only applies to products purchased from a SCAFCO authorized dealer.

SCAFCO's sole obligation under this Limited Warranty is, at its option, to repair or replace the defective product, and in no event shall SCAFCO's warranty obligation exceed the original purchase price of the defective product. This warranty is in lieu of all other warranties, whether expressed, implied, or statutory, including but not limited to the implied warranties of merchantability and fitness for a particular purpose, non-infringement, or any implied warranty arising from the course of performance, course of dealing or usage of trade. This warranty and performance hereunder shall be governed by and construed in accordance with the laws of the State of Washington without reference to its choice of law principles.

Company Information

Terms, Conditions, and Limited Warranty




Thickness - Steel Components

Screw Capacities

Weld Capacities

Table Notes 1 Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness delivered to the jobsite based on Section A2.4 of AISI S100-07. 2 The tables in this catalog are calculated based on inside corner radii listed in this table. The inside corner radius is the maximum of 3/32 – t/2 or 1.5t, truncated after the fourth decimal place (t = design thickness). Centerline bend radius is calculated by adding half of the design thickness to listed corner radius.

Steel Thickness TableDesignation

Thickness (mil)Minimum

Thickness 1 (in)Design

Thickness 1 (in)Design Inside Corner Radii

2 (in)Reference Only

Gauge No.18 0.0179 0.0188 0.0843 2527 0.0269 0.0283 0.0796 22

D20 0.0179 0.0188 0.0844 20-Drywall30EQD 0.0223 0.0235 0.0820 20-Drywall

30 0.0296 0.0312 0.0781 20 – Drywall33EQS 0.0280 0.0295 0.0790 20-Structural

33 0.0329 0.0346 0.0764 20 – Structural43EQS 0.0380 0.0400 0.0712 18

43 0.0428 0.0451 0.0712 1854 0.0538 0.0566 0.0849 1668 0.0677 0.0713 0.1069 1497 0.0966 0.1017 0.1525 12118 0.1180 0.1242 0.1863 10 - SSMA127 0.1270 0.1337 0.2005 10 - SCAFCO

Allowable Screw Connection Capacity (lbs per screw)

Thickness (mil) 1

Fy Yield (ksi)

Fu Tensile (ksi)

#6 Screw #8 Screw #10 Screw #12 Screw 1/4" Screw0.138" dia; 5/16" Head 0.164" dia; 5/16" Head 0.190" dia; 0.340" Head 0.216" dia; 0.340" Head 0.250" dia; 0.409" HeadShear Tension Shear Tension Shear Tension Shear Tension Shear Tension

18 33 45 60 33 66 39 71 46 76 52 81 6027 33 45 111 50 122 59 131 69 139 78 150 90

D20 57 65 87 48 95 57 102 66 109 75 117 8730EQD 57 65 122 60 133 71 143 82 152 94 164 108

30 33 45 129 55 141 65 151 76 161 86 174 10033EQS 57 65 171 75 187 89 201 103 214 117 231 136

33 33 45 151 61 164 72 177 84 188 95 203 11043EQS 57 65 270 102 295 121 317 140 338 159 364 184

43 33 45 224 79 244 94 263 109 280 124 302 14454 50 65 455 144 496 171 534 198 570 225 613 26168 50 65 576 181 684 215 755 250 805 284 866 32897 50 65 821 259 976 307 1130 356 1285 405 1476 468118 50 65 1003 316 1192 375 1381 435 1569 494 1816 572127 50 65 1079 340 1283 404 1486 468 1689 532 1955 616

Table Notes1. Capacities based on AISI S100-07 Section E2.4 for fillet welds and E2.5 for flare groove welds.2. When connecting materials of different steel thicknesses or tensile strengths, use the values that

correspond to the thinner or lower yield material.3. Capacities are based on Allowable Strength Design (ASD) and include appropriate safety factors.4. Weld capacities are based on either 3/32" or ⅛" diameter E60 or E70 electrodes. For thinner

materials, 0.030" to 0.035" diameter wire electrodes may provide best results.5. Parallel capacity is considered to be loading in the direction of the length of the weld.6. For welds greater than 1", equations E2.4-1 and E2.4-2 must be checked.7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t.8. *Flare grove weld capacity for material thicker than 0.10" requires engineering judgement to

determine leg of welds (W1 and W2).

Allowable Welds Capacity (lbs) for 1" Long WeldsThickness

(mil) 1Design

ThicknessFy Yield

(ksi)Fu

(ksi)Fillet Welds Flare Groove Welds

Parallel Perpendicular Parallel Perpendicular43EQS 0.0400 57 65 639 1106 696 849

43 0.0451 33 45 601 864 544 66354 0.0566 50 65 1188 1566 985 120268 0.0713 50 65 1562 1972 1241 151497 0.1017 50 65 1269 1269 -* -*118 0.1242 50 65 1550 1550 -* -*127 0.1337 50 65 1668 1668 -* -*

Table Notes1. Capacities based on AISI S100-07 Section E4. See table on page 5 for design thicknesses.2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values.

Tabulated values assume two sheets of equal thickness are connected.3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0.4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at

least 3 times the nominal diameter (d)5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the

nominal diameter (d) of the screw.

6. Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip, or pullover capacity for sheet closest to screw head (based on head diameter shown). Note that for all tension values shown in this table, pullover values have been reduced by 50 percent assuming eccentrically loaded connections that produce a non-uniform pull-over force on the fastener.

7. Higher values, especially for screw strength, may be obtained by specifying screws from a specific manufacturer. See manufacturer's data for specific allowable values and installation instructions.

Load Paths All product load capacities are calculated per North American Specification for the Design of Cold Formed Steel Structural Members. The 2007 edition (here after referred to as simply "NASPEC"). Illustrations of load instructions are amongst their relative product load tables located throughout this catalog. Figure to the right demonstrates different types of load directions mentioned in this catalog.

• F1 = Out-of-plane lateral load

• F2 = In-Plane lateral load

• F3 = Direct vertical and uplift load

F1

F3F2


Spokane Washington Manufacturing Facility Stockton California Manufacturing Facility6200 East Main Avenue, Spokane, WA 99212 2525 South Airport Way, Stockton, CA 95206Phone: 509.343.9000 Fax: 509‐343‐9060 Phone: 209.670.8053 Fax: 209.670.8057

Product Information

Steel Material Properties18 MIL Labeled Thickness0.0188" Design Thickness0.0179" Minimum Thickness33 ksi Yield Strength45 ksi Tensile StrengthG40 Galvanize Coating ThicknessNone Color Code (Painted Ends)

LEED ‐ Possible Points for Certification

Recycled Content of Steel Dimensional Properties

ASTM and AISI Code Standards SCAFCO Technical ServicesASTM A653/A653M, A924/A924M, A1003, C645, C754NASPEC 2007 Edition S100‐07 (Supplement S2‐10 for IBC 2012)IBC 2009, IBC 2012, and CBC 2010

Non‐Composite Interior Wall Limiting Heights

Section Properties ‐ Nonstructural Stud

162S125‐18 0.080 0.27 0.038 0.046 0.686 0.016 0.447 0.034 0.031 0.61 1.09 302 100 0.009 0.009 ‐1.029 0.594 1.315 0.388 29.0

250S125‐18 0.097 0.33 0.099 0.079 1.014 0.019 0.439 0.089 0.059 1.17 1.72 258 196 0.011 0.023 ‐0.904 0.543 1.427 0.599 29.0

350S125‐18 0.115 0.39 0.215 0.123 1.366 0.021 0.423 0.203 0.072 1.42 2.45 180 159 0.014 0.050 ‐0.797 0.495 1.637 0.763 28.8

362S125‐18 0.118 0.40 0.234 0.129 1.409 0.021 0.421 0.221 0.075 1.48 2.54 173 163 0.014 0.054 ‐0.786 0.490 1.667 0.778 28.8

400S125‐18¹ 0.125 0.42 0.294 0.147 1.536 0.021 0.414 0.281 0.083 1.64 2.81 156 156 0.015 0.068 ‐0.754 0.475 1.760 0.816 28.7

33.7% ‐ Total Recycled Content

Web Widths: 1‐5/8", 2‐1/2", 3‐1/2", 3‐5/8", 4"Flange Height: 1‐1/4"Return Length: 3/16"

LEED MR 2.1 & 2.2: Construction Waste Management (2 Possible Points)LEED MR Credit 4.1 & 4.2: Recycled Content (2 Possible Points)LEED MR Credit 5.1 & 5.2: Regional Materials (2 Possible Points)

9.4% ‐ Pre‐Consumer Scrap Recycled Content24.3% ‐ Post‐Consumer Scrap Recycled Content

Section

The nonstructural 18 mil "S" stud is fabricated from prime mill certified steel in standard web widths with a true galvanized coating. The flange height is 1‐1/4" and the return length is 3/16".

Notes: ¹ Web‐height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends.

For additional information, visit www.SCAFCO.com or call technical services at 509‐343‐9000 or [email protected]

SCAFCO materials have a high inherent recycled content and can be used in achieving Leadership in Energy & Environmental Design (LEED) Certification.

250S125‐18

350S125‐18

362S125‐18

400S125‐18¹

5 PSF Surface Load ‐ Interior Only

13' 6"e 12' 3"e 10' 5"e

Deflection ‐ L/240 Deflection ‐ L/360

12' 1" 11' 0" 9' 7"

12' 6"

6' 8" 6' 1" 5' 4"

9' 2" 8' 4" 7' 4"

12" oc 16" oc 24" oc12" oc 16" oc 24" oc 12" oc 16" oc 24" oc

Deflection ‐ L/120Section

162S125‐18 6' 4" 6' 11" 6' 1"

13' 9" 11' 11" 9' 9"

7' 8"7' 9"

10' 2"

11' 11"

8' 3"

9' 9"

"S"‐ STUD, 18 MIL (25 GA), 1 ‐1/4" FLANGE, NONSTRUCTURAL

Notes: ¹ Web height‐to‐thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads.

9' 0"

11' 8"

13' 9"

14' 0"

Mal(in‐k)

Sxe(in3)

Ixe(in4)

Ry(in)

Iy(in4)

Rx(in)

Lu(in)Ro

(in)m(in)

Xo(in)

Cw(in6)

9' 11"e

Jx1000(in4)

Gross Properties Effective and Distortional Properties

10' 6" 9' 7" 8' 3"

Weight(lb/ft)

Area(in2)

14' 9"e 14' 9"e 12' 10"e 10' 5"e

14' 0" 11' 4" 9' 11"e9' 11"e

10' 5"e

Torsional Properties

ßVaNet(lb)

Vag(lb)

Mad(in‐k)

Sx(in3)

Ix(in4)

12' 2"

12' 10"e

12' 2"

ESR‐3064P


Submittal BuilderSCAFCO has developed a quick and easy process for gathering specific submittal data sheets without depending on mail, fax, or email. The submittal builder is an online form that can be found at SCAFCO.com. Currently, submittal builder will produce specification for track, studs, furring channel, U-channel, I-studs and additional specialty products.

The first step in building your submittal is to enter project information you may want to show on the submittal, and then enter the specifics of each member needed and hit print. This will give you a clean and legible cut sheet to submit to the general contractor or architect/engineer.

SCAFCO Clip Comparison TableSCAFCO Simpson TSN Clark Dietrich Baileys Main Use of Product

Deflection ClipsPLC4/PLC2 SCB, MSCB SLB, SLB-HD, VLB FCSC, FCEC, SD HFA, WSC Bypass slab vertical slide clip

PLS3/PLS2 SSB SLS FS MW Bypass structure vertical slide strut

DPLC2 - DSLB, DTSLB - - Bypass slab drift clip

DPLS2 - DSLS - - Bypass structure drift strut

ISC SCW, DTC SLD, VTD FTC TDC Interior head-of-wall vertical slide clip

ESC SCW, DTC SL, VTX FTC TDC Exterior head-of-wall vertical slide clip

DISC - DSLD, DTSL - - Interior head-of-wall multi-direction drift clip

DESC - DSL, DTSL - - Exterior head-of-wall multi-direction drift clip

SSWT - SPLICE - - Splicing slide clip and rigid wall tie

STP - SLT, SLF FTSC - Bypass slab slide top plate

Secure ClipsAC/PLC4 FCB, SSC LB, LB-HD, VLB UCEC, UXRC - Rigid wall bypass slab clip

AS FSB, SJC, MSJC LS - - Rigid wall bypass slab strut

FA SSC, MSSC, S/HDU, S/LTT, S/DTT, HTT, S/HDS, S/HDB CL, TD "D", "T", "MC", "CD" series - Stud stiffening to floor anchor clip

MA SSC, SFC, RCA - LS, "S" series JC Multiple use rigid angle clip

MB SSC, SJC, RCA AL LE, "E" series - Multiple use rigid angle clip

MC SSC, LS, RCA - LA, "A" series - Multiple use rigid angle clip

TT S/H, H, RT CDH - Roof tie stiffening clip

BC SFC, SUBH, MSUBH, LSUBH, DBC BridgeClip, BC FB, "U", "B", "X" series BL, UBC Bridging and bracing clips

WT - - - - Bypass Wall Tie

HG - HE "H" series - Header and stiffener plate

SS CS FS - - Floor fastening strap

Stiffeners, Backing, and BlockingWST - - QTWS - Web stiffener plate

KB - BackIt FBBC - Wall Backing

TB - BuckleBridge - - Track Blocking

FTB - - - - Fire Track Blocking

NS - - - - Notched Stud Backing

NT - NT - Backer Bar Notched Track Backing

Headers and JambsKJS - JAM, SG JS, HDS - Pre-Engineered Jamb System

HD/HDR - JAM HS, HDS - Pre-Engineered Header System

FM - - HDSC - Pre-Engineered Header Clip (interior applications)SC - - DNLC - Pre-Engineered Header Clip (exterior applications)


SCAFCO hereby certifies that all light gauge steel framing products manufactured by SCAFCO are compliant with all applicable standards and codes as listed below:

• A653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated by the Hot-Dip Process

• A924 Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

• A1003 Standard Specification for Steel Sheet, Carbon, Metallic-Coated for Cold-Formed Framing Members

• C645 Standard Specification for Nonstructural Steel Framing Members

• C754* Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products

• C955 Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases

• C1007* Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories

• E72 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction

• E90 Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

• E119 Standard Test Methods for Fire Tests of Building Construction and Materials

For referenced ASTM standards, visit the ASTM website at www.astm.org, or contact ASTM Customer Service at [email protected].* SCAFCO Recommended Installation Methods

American Society for Testing and Materials (ASTM)

Certification of Materials

Code Approvals• IAPMO ER-0313• IAPMO ER-0283• IAPMO ER-0342• UL ER3660-02

Design Specifications / Manuals• North American Specification for the Design of Cold-

Formed Steel Structural Members, NASPEC 2007 Edition S100-07 (Supplement S2-10 for IBC 2012)

• Gypsum Association Fire Resistance Design Manual

Material / Product SpecificationNonstructural (Drywall) Products:

18-30 mil: 33 ksi D25: 50 ksi D20, 30EQD, 33EQD: 57 ksi…………ASTM A1003, C645

Structural Framing Products: 33-43 mil: 33ksi 33EQS, 43EQS: 57 ksi 54-127 mil: 57 ksi…………………………ASTM A1003, C955

Coating SpecificationNonstructural (Drywall) Products:

D25, D20, 30EQD, 18-30 mil: G40 33EQD: G60…………………………………ASTM A653, C645

*D25, 18, and D20 available in G60 for Hawaii

Structural Framing Products

33EQS, 43EQS, 33-54 mil: G60 68-127 mil: G90……………………………ASTM A653, C955

Recycled Content – LEEDSCAFCO materials have a high inherent

recycled content of steel, and can be used in achieving Leadership in Energy and Environmental Design (LEED) certification.

For more information, contact SCAFCO at 509-343-9000 or [email protected].


PLC4 - Bypass Slab Slide Clip

Product Application The PLC4 Bypass Clip is a premium option for bypass curtain wall connections. The PLC4’s advanced design provides secure attachment to the main building structure while allowing seamless vertical deflection. The bypass clip has multiple features specifically designed to improve the user experience.

Premium Product• Quicker installation (custom screws)

• Safer material handling (chamfered corners)

• Increased load capacity

Part No.Allowable Loads (lbs) F1-Direction (See Illustration Below)

Stud Properties 2 #14 Screws 3 #14 ScrewsThickness (mil) Gauge Fy (ksi) Tension (lbs) Compression (lbs) Tension (lbs) Compression (lbs)

PLC4550750950

33EQS 20 57 485 510 738 78433 20 33 485 510 738 784

43EQS 18 57 601 621 950 100643 18 33 601 621 950 100654 16 50 928 935 1367 141168 14 50 1242 1086 1480 198697 12 50 1242 1086 1480 1986118 10 50 1242 1086 1480 1986

Maximum Allowable Clip Capacity - Max F1 = 1986 lbs (Compression)

Part No.Allowable Loads (lbs) F1-Direction (See Illustration Below)

Stud Properties 2 #14 ScrewsThickness (mil) Gauge Fy (ksi) Tension (lbs) Compression (lbs)

PLC4350

33EQS 20 57 485 51033 20 33 485 510

43EQS 18 57 601 62143 18 33 601 62154 16 50 928 93568 14 50 1242 108697 12 50 1242 1086118 10 50 1242 1086Maximum Allowable Clip Capacity - Max F1 = 1242 lbs (Tension)

Allowable Loads

Part No. Width Qty / Bucket Lbs / Bucket

PLC4-350 3 ½" 35 19PLC4-550 5 ½" 35 26PLC4-750 7 ½" 35 34PLC4-950 9 ½" 25 30

All PLC4 clips include shouldered screws. Additional lengths available upon request.

Quantity / Order Information Material Composition• Mill certified steel

• ASTM A653/A653M

• Clip

◦ 68 mil material thickness

◦ 57 ksi yield strength

◦ 65 ksi tensile strength

◦ G90 galvanized coating

• Shouldered Screw

◦ ASTM C1513

◦ C 1022 case hardened steel

◦ Zinc plated coating

◦ 1000 hours salt spray life

◦ Exceeds standard screw life by over 10X

Deflection Clips

Ten.

Com.

F1

Table Notes1. SCAFCO proprietary #14 shouldered screws described in section 3.2.2 of IAPMO ER 0494

must be used for allowable loads.2. Allowable loads are minimum of: ASD Allowable loads from testing, and 1/8” relative

deflection service limit. 3. Reference figure to the right for F1 Load direction and definition. 4. Number of screws shall be designated by design professional to meet loading conditions.

For SI: 1 mil = 0.0254 mm, 1 inch = 25.4 mm, 1 lb = 4.45N

2" Deflection

5"

Width



Chamfered Corners• Reduces sharp corners and possibility

of field injury

• Safer product, brings savings to the building owner

SAFETY

Proprietary Screws

Stiffening Lips and Ribs• Increased compression strength for

high wind loads

• Stiffened clip face allows for ease of installation

STRENGTH

Support Gussets• Support gussets help transfer the

tension forces from connection through the supporting structure

Secure Attachment• 4 pre-drilled holes are available for

optional secure attachment

• One clip for multiple uses saves labor on the job site

VERSATILITY

• Pre-punched holes allows for multiple attachment methods to structure

Pre Punched Holes

Deflection Slots• 2¼” slots (allows for 2” of total deflection)

• 3 slots for multiple screw configurations

MOVEMENT

• Shouldered screws are provided and are easy to install

Proprietary Screws

Deflection Slots

Secure Attachments

Chamfered Corners

Stiffening Lips

Stiffening Ribs

Support Gussets

Pre Punched Holes

Profile Features The PLC4 Bypass Clip has been engineered to provide the greatest allowable loads in the industry. With input from the contractor, the clip is also designed to be user friendly and save labor. The following features help make this product the leader in the industry.



Product Application The PLC3 bypass slab slide clip secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity.

The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite.

Features and Benefits • Insert allows for 2" total vertical deflection

◦ Deflection of 1" up and 1" down

• Loads based on #12 screws

◦ Screws are provided

• Large insert piece for easy installation

• Pre-punched guide holes

• Transfers horizontal load into structure

• Maintains lateral rigidity

• Eliminates bridging within 12" of support connectionMaterial Composition• Mill certified steel

• ASTM A653/A653M Part No. Width Qty / Bucket Lbs / Bucket

PLC3-350 3 ½" 75 52PLC3-550 5 ½" 50 46PLC3-750 7 ½" 35 41PLC3-950 9 ½" 35 49PLC3-1150 11 ½" 35 57

Part No. Stud Properties F1 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws

PLC3350 550 750

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 101543 18 33 561 84154 16 50 1139 162068 14 50 1610 162097 12 50 1620 1620118 10 50 1620 1620

Maximum Allowable Clip Capacity Max F1 = 1620 lbs

All PLC3 clips include insert. Additional lengths available upon request.

Allowable Loads

Quantity / Order Information

Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors.2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.3. The nominal strength of the screw must be at least 3.75 times the allowable loads.4. Penetration of screws through joined materials should not be less than three exposed threads.

Install and tighten screws in accordance with the screw manufacturer's recommendations.

5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the

combined forces check as required by AISI S100 if more than one force is applied to the connection.7. The designer shall check the bending in the short leg of clip.


PLC3950 1150

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 93043 18 33 561 84154 16 50 930 93068 14 50 930 93097 12 50 930 930118 10 50 930 930


• Clip





• Insert





F1

2" Deflection

6"

Width

Deflection Clips



PLC2-550 5 ½" 30 54PLC2-750 7 ½" 25 54PLC2-950 9 ½" 20 50PLC2-1150 11 ½" 20 57

Product Application The PLC2 bypass slab slide clip secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity.

The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Patent No. 7478508-B2

Features and Benefits• Insert allows for 1 ½" total vertical deflection

◦ Deflection greater than 1 ½" is available





• Thicker steel for improved weld capacity to the structure



• Eliminates bridging within 12" of support connection Material Composition • Mill certified steel

• ASTM A653/A653M

1 ½" D

eflection


PLC2550 750

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 101543 18 33 561 84154 16 50 1139 170968 14 50 1610 197597 12 50 1975 1975118 10 50 1975 1975



PLC2950 1150

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 101543 18 33 561 84154 16 50 1139 165068 14 50 1650 165097 12 50 1650 1650118 10 50 1650 1650



All PLC2 clips include insert. Additional lengths available upon request.

Allowable Loads






• Clip





• Insert





F1

Width

5 ½"


PLS3 - Bypass Slab Slide Strut

Product ApplicationThe PLS3 bypass slab slide strut secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. The strut provides a non-frictional connection and prevents vertical load transfer into the curtain wall.

The insert is attached to the strut making installation quick, easy, and efficient. Struts 12" in length or less come packaged in durable buckets for convenient handling on the jobsite.









• Eliminates bridging within 12" of support connection

Part No. Left / Right Handed Width Qty / Bucket Lbs / Bucket

PLS3-900 Universal 9" 35 54PLS3-1200 Universal 12" 30 59PLS3-1500 Universal 15" - -PLS3-1800 Universal 18" - -PLS3-2000 Universal 20" - -

Material Composition• Mill certified steel

• ASTM A653/A653M

Part No. Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws

PLS3

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 101543 18 33 561 84154 16 50 1139 170968 14 50 1610 218097 12 50 2180 2180118 10 50 2180 2180


All PLS3 struts include insert. Additional lengths available upon request. Strengthening lip added for struts 20" in length and over. See illustration below.





Allowable Loads

Quantity / Order Information• Clip





• Insert





F1

Width

6"

2" Deflection

PLS3 shown with stiffening lip


1 ½" D

eflection5 ½"

Width

PLS2 - Bypass Slab Slide Strut

Product Application The PLS2 bypass slab slide strut secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. The strut provides a non-frictional connection and prevents vertical load transfer into the curtain wall.

The insert is attached to the clip making installation quick, easy, and efficient. Struts 12" in length or less come packaged in durable buckets for convenient handling on the jobsite. Patent No. 7478508-B2

Features and Benefits • Insert allows for 1 ½" total vertical deflection

◦ Deflection greater than 1 ½" is available





• Thicker steel for improved weld capacity to the structure





PLS2-900 (L) or (R) 9" 20 53PLS2-1200 (L) or (R) 12" 15 51PLS2-1500 (L) or (R) 15" - -PLS2-1800 (L) or (R) 18" - -PLS2-2000 (L) or (R) 20" - -

Part No. Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws

PLS2

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 101543 18 33 561 84154 16 50 1139 170968 14 50 1610 227597 12 50 2275 2275118 10 50 2275 2275


Material Composition • Mill certified steel

• ASTM A653/A653M

All PLS2 struts include insert. Additional lengths available upon request.





Allowable Loads


• Clip





• Insert





F1PLS2 Shown as Right Handed Strut


DPLC2 - Bypass Slab Drift Clip

Product Application The DPLC2 bypass slab drift clip secures the bypass curtain wall stud to the building structure, allowing for vertical deflection and lateral drift.

The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Patent No. 7478508-B2

Features and Benefits • Insert allows for 2" total vertical deflection and 2" lateral drift

◦ Deflection greater than 2" is available



• Large insert pieces for easy installation




• ASTM A653/A653M Part No. Width Qty / Bucket Lbs / Bucket

DPLC2-550 5 ½" 20 56DPLC2-750 7 ½" 15 48DPLC2-950 9 ½" 15 53DPLC2-1150 11 ½" 15 58

Part No. Stud Properties F1 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws*

33EQS 20 57 429 64333 20 33 377 565

DPLC2950 1150

43EQS 18 57 677 67743 18 33 561 84154 16 50 895 89568 14 50 895 89597 12 50 895 895118 10 50 895 895

Maximum Allowable Clip Capacity Max F1 = 895 lbs* Number of screws per insert

All DPLC2 clips include inserts. Additional lengths available upon request.

Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors.2. Screw spacing and edge distance shall not be less than 3 x d (d=nominal screw diameter).3. The allowable loads are based on the steel properties of the members being connected, per AISI

section E4.4. Use the lowest applicable values when connecting materials of different thicknesses or tensile

strength (Fu).5. The nominal strength of the screw must be at least 3.75 times the allowable loads.

6. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations.

7. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.8. Applied loads may be multiplied by ¾ for seismic or wind loading, per AISI Section A5.1.39. Loads are for attachment of DPLC2 drift clip to stud only. 10. The designer shall check the bending and the short leg of this clip and its connection to the structure

members, depending on the direction of the forces.


33EQS 20 57 429 64333 20 33 377 565

DPLC2550 750

43EQS 18 57 677 90543 18 33 561 84154 16 50 905 90568 14 50 905 90597 12 50 905 905118 10 50 905 905


Allowable Loads


• Clip





• Insert





2" Deflection

2" Drift

Width5 ⅛"

5 ½"

F1


DPLS2 - Bypass Slab Drift Strut

Product Application The DPLS2 bypass slab slide strut secures the bypass curtain wall stud to the building structure, allowing for vertical deflection and lateral drift.

The inserts are attached to the strut making installation quick, easy, and efficient. Patent No. 7478508-B2




• Large insert pieces for easy installation




• ASTM A653/A653M

Part No. Left / Right Handed Width

DPLS2-1200 (L) or (R) 12"DPLS2-1500 (L) or (R) 15"DPLS2-1800 (L) or (R) 18"DPLS2-2000 (L) or (R) 20"

All DPLS2 struts include inserts. Additional lengths available upon request.

Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors.2. Screw spacing and edge distance shall not be less than 3 x d (d=nominal screw diameter).3. The allowable loads are based on the steel properties of the members being connected, per AISI

Section E4.4. When connecting materials of different thicknesses or tensile strength (Fu), the lowest applicable

values should be used.5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.


7. Applied loads may be multiplied by ¾ for seismic or wind loading, per AISI Section A5.1.38. Loads are for attachment of DPLS2 drift strut to stud only. 9. The designer shall check the bending and the short leg of this clip and its connection to the structure

members, depending on the direction of the forces.


DPLS2

33EQS 20 57 429 64333 20 33 377 565

43EQS 18 57 677 101543 18 33 561 84154 16 50 1139 170968 14 50 1610 195097 12 50 1950 1950118 10 50 1950 1950


Allowable Loads


• Strut





• Insert





F1

2" Deflection

2" Drift

Width

5 ½"

5 ½"


ISC - Interior Head-of-Wall

Product Application The ISC interior head-of-wall clip secures the interior drywall stud to the top track (head-of-wall) which is fastened to the building structure. This allows for vertical deflection, while maintaining lateral rigidity and providing a low friction connection to prevent vertical load transfers into the curtain wall.










• Provides positive attachment at each stud

Part No.Stud Properties F1 Allowable Loads (lbs)

Mil Gauge Fy (ksi) ISC550 2 #10 Screws

ISC750 2 #10 Screws

ISC

18 25 33 142 142D20 20 57 204 204

30EQD 20 57 286 28630 20 33 303 303

33EQS 20 (S) 57 402 40233 20 (S) 33 353 353

43EQS 18 57 455 63543 18 33 455 52654 16 50 455 710

Maximum Allowable Clip Capacity Max F1 = 455 lbs Max F1 = 710 lbs


• ASTM A653/A653M

Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors.2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.3. The nominal strength of the screw must be at least 3.75 times the allowable loads.4. Penetration of screws through joined materials should not be less than three exposed threads. Install

and tighten screws in accordance with the screw manufacturer's recommendations.

5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall

use the combined forces check as required by AISI S100 if more than one force is applied to the connection.

7. The designer shall check the bending in the short leg of clip.


Mil Gauge Fy (ksi) ISC237 2 #10 Screws

ISC337 2 #10 Screws

ISC

18 25 33 142 142D20 20 57 185 204

30EQD 20 57 185 28630 20 33 185 303

33EQS 20 (S) 57 185 39033 20 (S) 33 185 353

43EQS 18 57 185 39043 18 33 185 39054 16 50 185 390


Allowable Loads


ISC237 2 ⅜" 200 43ISC337 3 ⅜" 100 31ISC550 5 ½" 100 49ISC750 7 ½" 75 51

All ISC slide clips include insert. Additional lengths available upon request.






• Insert





F1

2" Deflection

4"

Width



ESC550 750 950 1150

33EQS 20 57 402 60333 20 33 353 530

43EQS 18 57 635 95243 18 33 526 78954 16 50 1068 160268 14 50 1510 185597 12 50 1855 1855118 10 50 1855 1855


ESC - Exterior Head-of-Wall

Product Application The ESC exterior head-of-wall slide clip attaches the exterior stud to the top track which is fastened to the building structure, allowing for vertical deflection. This clip maintains lateral rigidity and provides a low friction connection, preventing vertical load transfers into the curtain wall.










• Provides positive attachment at each stud Material Composition • Mill certified steel

• ASTM A653/A653M



5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0.6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall

use the combined forces check as required by AISI S100 if more than one force is applied to the connection.

7. The designer shall check the bending in the short leg of clip.

Part No. Stud Properties F1 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws

ESC337

33EQS 20 57 40233 20 33 353

43EQS 18 57 63543 18 33 52654 16 50 83068 14 50 83097 12 50 830118 10 50 830


Allowable Loads


ESC337 3 ⅜" 100 50ESC550 5 ½" 50 40ESC750 7 ½" 50 55ESC950 9 ½" 30 42ESC1150 11 ½" 30 51

All ESC slide clips include insert. Additional lengths available upon request.






• Insert





F1

2" Deflection4"

Width


DISC - Interior Head-of-Wall Multi-Drift Clip

Product Application The DISC interior head-of-wall multi-drift clip attaches the interior drywall stud to the top track, which is fastened to building structure. This clip allows for vertical deflection and lateral drift to prevent vertical load transfers into the wall.

The inserts are attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite.










• ASTM A653/A653M

2" Deflection

2" Drift






DISC237 2 ⅜" 100 34DISC337 3 ⅜" 100 48DISC550 5 ½" 50 39DISC750 7 ½" 50 54

All DISC slide clips include inserts. Additional lengths available upon request.


• Clip





• Insert





F1

4"

4"

Width


Mil Gauge Fy (ksi) DISC550 2 #10 Screws*

DISC750 2 #10 Screws*

DISC

18 25 33 142 142D20 20 57 195 204

30EQD 20 57 195 21030 20 33 195 210

33EQS 20 (S) 57 195 21033 20 (S) 33 195 210

43EQS 18 57 195 21043 18 33 195 21054 16 50 195 210

Maximum Allowable Clip Capacity Max F1 = 195 lbs Max F1 = 210 lbs* Number of screws per insert

Allowable Loads


Mil Gauge Fy (ksi) DISC237 2 #10 Screws*

DISC337 2 #10 Screws*

DISC

18 25 33 85 115D20 20 57 85 115

30EQD 20 57 85 11530 20 33 85 115

33EQS 20 (S) 57 85 11533 20 (S) 33 85 115

43EQS 18 57 85 11543 18 33 85 11554 16 50 85 115

Maximum Allowable Clip Capacity Max F1 = 85 lbs Max F1 = 115 lbs* Number of screws per insert


DESC - Exterior Head-of-Wall Multi-Drift Clip

Product Application The DESC exterior head-of-wall multi-drift clip attaches the exterior stud to the top track, which is fastened to the building structure. This clip allows for vertical deflection and lateral drift to prevent vertical load transfers into the curtain wall.

The inserts are attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite.














DESC337 3 ⅜" 50 40DESC550 5 ½" 30 39DESC750 7 ½" 30 53DESC950 9 ½" 20 45DESC1150 11 ½" 20 54

All DESC slide clips include inserts. Additional lengths available upon request.



• ASTM A653/A653M • Clip





• Insert





F1

2" Deflection

2" DriftWidth

4"

4"

Part No. Stud Properties F1 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws*

DESC337

33EQS 20 57 38033 20 33 353

43EQS 18 57 38043 18 33 38054 16 50 38068 14 50 38097 12 50 380118 10 50 380


Allowable Loads

* Number of screws per insert


DESC550 750 950 1150

33EQS 20 57 402 60333 20 33 353 530

43EQS 18 57 635 79543 18 33 526 78954 16 50 795 79568 14 50 795 79597 12 50 795 795118 10 50 795 795



F1

F3

SSWT - Splicing Slide Clip and Rigid Wall Tie

Product Application The SSWT splicing slide clip and rigid wall tie attach the bypass curtain wall stud to the building structure. This allows for vertical deflection while securely connecting another wall stud.


Features and Benefits • Unique insert allows for 2" total vertical deflection



• Pre-punched holes for #10 framing screws



• Meets or exceeds building code criteria

Part No. Stud Properties F3 Allowable Loads (lbs) for Upper HalfMil Gauge Fy (ksi) 3 #10 Screws 6 #10 Screws

SSWT

33EQS 20 57 603 120633 20 33 530 1060

43EQS 18 57 952 190443 18 33 789 157854 16 50 1602 235068 14 50 2266 235097 12 50 2350 2350118 10 50 2350 2350


* Upper half screw quantity listed first.


Mil Gauge Fy (ksi) 3 #10 Screws* 3 #10 Screws

(6) #10 Screws* 3 #10 Screws

SSWT

33EQS 20 57 603 60333 20 33 530 530

43EQS 18 57 952 95243 18 33 789 78954 16 50 1378 137868 14 50 1378 137897 12 50 1378 1378118 10 50 1378 1378


Allowable Loads


SSWT-600 (L) or (R) 6" 25 42SSWT-800 (L) or (R) 8" 25 54SSWT-1000 (L) or (R) 10" 20 52

All SSWT slide clips include insert. Additional lengths available upon request.







• ASTM A653/A653M• Clip





• Insert





2" Deflection

Width

10"


STP - Bypass Slab Top Plate

Features and Benefits • Unique insert allows for 2" total vertical deflection



• Pre-punched holes for #12 framing screws



Part No. Width

STP-900 9"STP-1200 12"STP-1500 15"STP-1800 18"STP-2000 20"

Product Application The STP bypass slab top plate attaches the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. This slide strut provides a non-frictional connection and prevents vertical load transfers into the curtain wall.

The insert is attached to the clip making installation quick, easy, and efficient.

All STP struts include inserts. Additional lengths available upon request.







• ASTM A653/A653M• Clip





• Insert





F1


STP1800 2000

33EQS 20 57 67033 20 33 670

43EQS 18 57 67043 18 33 67054 16 50 67068 14 50 67097 12 50 670118 10 50 670



STP900 1200 1500

33EQS 20 57 71033 20 33 710

43EQS 18 57 71043 18 33 71054 16 50 71068 14 50 71097 12 50 710118 10 50 710


Allowable Loads

* Number of screws per insert

2" Deflection

2" Deflection

5"

3 ½"

2 ½"

Width


Secure Clips AC - Bypass Slab Secure Clip

Product ApplicationThe AC bypass slab secure clip connects an exterior wall stud to the building structure. Depending on the material properties of the structure and the proposed design, the AC secure clip may be attached to the structure with either an approved fastener or a weld. AC secure clips are designed to resist horizontal and vertical loads.

Clips come packaged in durable buckets for convenient handling on the jobsite.

Features and Benefits• Variety of lengths available

• Ribbed legs for additional strength








AC250 2 ½" 100 47AC350 3 ½" 50 29AC550 5 ½" 50 41AC750 7 ½" 50 52AC950 9 ½" 35 45

2 Screws 3 Screws 4 Screws2 Screws


• ASTM A653/A653M

• 68 mil




4 Screws 6 Screws 8 Screws

8 Screws


AC250, AC350, and AC550 AC750

AC750 with 2" offset AC950 with 2" offset

6 Screws 6 Screws

8 Screws

4 Screws 4 Screws

6"

Width

Screw Pattern Configurations

2 ¾" ¾" 2 ¾" ¾"

2 ¾" ¾"2 ¾"

1"4 2/3" 1"2 1/3" 2 1/3"

2 1/3" 2 1/3" 1"


F1

F3Part No. Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 4 #10 Screws 2 #10 Screws 3 #10 Screws 4 #10 Screws

AC250 350 550

33EQS 20 57 402 603 804 402 603 80433 20 33 353 530 707 353 530 707

43EQS 18 57 635 952 1269 635 952 126943 18 33 526 789 1052 526 789 105254 16 50 1068 1602 1940 1068 1602 194068 14 50 1510 1940 1940 1510 1940 194097 12 50 1585 1940 1940 1940 1940 1940118 10 50 1585 1940 1940 1940 1940 1940


AC - Bypass Slab Secure ClipAllowable Loads

Part No. Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws

AC 750

33EQS 20 57 804 1206 1608 804 1206 160833 20 33 707 1060 1414 707 1060 1414

43EQS 18 57 1269 1903 1940 1269 1903 194043 18 33 1052 1578 1940 1052 1578 194054 16 50 1940 1940 1940 1940 1940 194068 14 50 1940 1940 1940 1940 1940 194097 12 50 1940 1940 1940 1940 1940 1940118 10 50 1940 1940 1940 1940 1940 1940



AC750

with 2" offset

33EQS 20 57 804 1206 1550 804 1206 155033 20 33 707 1060 1414 707 1060 1414

43EQS 18 57 1269 1550 1550 1269 1550 155043 18 33 1052 1550 1550 1052 1550 155054 16 50 1550 1550 1550 1550 1550 155068 14 50 1550 1550 1550 1550 1550 155097 12 50 1550 1550 1550 1550 1550 1550118 10 50 1550 1550 1550 1550 1550 1550



AC950

with 2" offset

33EQS 20 57 804 1030 1030 804 1030 103033 20 33 707 1030 1030 707 1030 1030

43EQS 18 57 1030 1030 1030 1030 1030 103043 18 33 1030 1030 1030 1030 1030 103054 16 50 1030 1030 1030 1030 1030 103068 14 50 1030 1030 1030 1030 1030 103097 12 50 1030 1030 1030 1030 1030 1030118 10 50 1030 1030 1030 1030 1030 1030


Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.3. The nominal strength of the screw must be at least 3.75 times the allowable loads.4. Penetration of screws through joined materials should not be less than three exposed threads.


5. Values include a 3.0 factor of safety.6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the



AS - Load-Bearing Secure Strut

Product ApplicationThe AS load-bearing secure strut is used in various applications, but most commonly to connect an exterior wall stud that bypasses the building structure. Depending on the material properties of the structure and the proposed design, the AS secure strut may be attached to the structure with either an approved fastener or a weld. AS secure struts are designed to resist compression loads and axial tension. Clips 12" in length and less come packaged in durable buckets for convenient handling on the jobsite.

AS - Secure Strut 20" and GreaterArea (in2)

Ixx (in4)

Iyy (in4)

Rx (in)

Ry (in)

Sxx (in3)

Syy (in3)

0.3804 0.4777 0.1270 1.1026 0.5778 0.4215 0.0803


• ASTM A653/A653M

• 68 mil




AS - Secure Strut Less Than 20"Area (in2)

Ixx (in4)

Iyy (in4)

Rx (in)

Ry (in)

Sxx (in3)

Syy (in3)

0.3203 0.3392 0.0564 1.029 0.4198 0.3089 0.0461

Section Properties





X X

Y

Y


AS800 8" 50 36AS1000 10" 50 45AS1200 12" 50 54AS1500 15" - -AS2000 20" - -AS2400 24" - -


Additional lengths available upon request. Strengthening lip added for struts 20" in length and over.

1 ½"

3 ⅛"

< 20"2"

½"

3 ⅛"

≥ 20"

Width

3 ⅛"


FA - Secure Floor Anchor Clip

Product ApplicationThe FA secure floor anchor clip connects a wall stud to the floor. Designed to resist torsional, horizontal, and vertical loads, FA secure clip is provided in 68 mil and 118 mil to meet any design criteria.

Clips come packaged in durable buckets for convenient handling on the jobsite.

Features and Benefits• Available in 68 mil and 118 mil

• Variety of lengths available


• Optional plate washer for heavy duty applications


FA337-68 3 ⅜" 100 31FA550-68 5 ½" 50 26FA750-68 7 ½" 50 35FA950-68 9 ½" 50 44FA1150-68 11 ½" 50 53FA337-118 3 ⅜" 50 29FA550-118 5 ½" 50 47FA750-118 7 ½" 35 45FA950-118 9 ½" 25 41FA1150-118 11 ½" 25 50



• ASTM A653/A653M

• Main flange guide holes are 0.220" in diameter (#12 fasteners)

• Small flange guide holes are 0.30" in diameter (¼" anchor)

• Center guide hole is 0.5625" in diameter (½" anchor)

• 1 ¼" x 2" plate washer is 168 mil with ⅝" hole• 68 mil


◦ 65 tensile strength


• 118 mil




Width

1 ½"

3 ¼"

PW-168 Plate Washer

1 ¼"2"

0.1680" Thick

Installation without washer Installation with washer


MA - Multi-Use Secure Clip

Product ApplicationThe MA multi-use secure clip is used in a variety of different applications including head-of-wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, and bridging.

The MA secure clip is designed to resist vertical and lateral loads. There are pre-punched guide holes provided in each leg to allow for installation efficiency. Clips come packaged in durable buckets for easy handling on the jobsite.




• No labor used cutting scrap or angle

Part No. Length Qty / Bucket Lbs / Bucket

MA200-54 2" 200 19MA200-68 2" 200 24MA200-97 2" 200 33MA350-54 3 ½" 100 17MA350-68 3 ½" 100 21MA350-97 3 ½" 100 29MA550-54 5 ½" 100 26MA550-68 5 ½" 100 32MA550-97 5 ½" 100 46MA750-54 7 ½" 100 35MA750-68 7 ½" 100 44MA750-97 7 ½" 75 47MA950-54 9 ½" 100 44MA950-68 9 ½" 100 55MA950-97 9 ½" 50 40



• ASTM A653/A653M• 54 mil




• 68 mil




• 97 mil



◦ G90 galvanized coatingHeader to Jamb Connection

Bridge Clip Connection

Guide holes arranged for bridging

Length

1 ½"

1 ½"


MA - Multi-Use Secure ClipAllowable Loads

Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.3. The nominal strength of the screw must be at least 3.75 times the allowable loads.4. Values include a 3.0 factor of safety.


6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection.

F2F1

F3

Part No. Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws

MA950

33EQS 20 57 402 1005 1809 206 516 929 206 516 92933 20 33 353 884 1590 168 419 754 168 419 754

43EQS 18 57 635 1587 2856 280 700 1260 280 700 126043 18 33 526 1315 2367 219 547 984 219 547 98454 16 50 1068 2671 4807 396 991 1740 396 991 174068 1 14 50 1510 3776 6100 499 1248 1740 499 1248 174097 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740

Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs1 Clip thickness shall match the stud thickness

Part No. Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws

MA750

33EQS 20 57 402 804 1407 206 413 722 206 413 72233 20 33 353 707 1237 168 335 597 168 335 597

43EQS 18 57 635 1269 2221 280 560 980 280 560 98043 18 33 526 1052 1841 219 437 765 219 437 76554 16 50 1068 2136 3739 396 792 1387 396 792 138768 1 14 50 1510 3021 5286 499 998 1740 499 998 174097 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740



MA550

33EQS 20 57 402 804 1005 206 413 516 206 413 51633 20 33 353 707 884 168 335 419 168 335 419

43EQS 18 57 635 1269 1587 280 560 700 280 560 70043 18 33 526 1052 1315 219 437 547 219 437 54754 16 50 1068 2136 2671 396 792 855 396 792 85568 1 14 50 1510 2980 2980 499 855 855 499 855 85597 1 12 50 2261 2980 2980 712 855 855 712 855 855


Part No. Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws

MA350

33EQS 20 57 402 603 206 310 206 31033 20 33 353 530 168 251 168 251

43EQS 18 57 635 952 280 420 280 42043 18 33 526 789 219 328 219 32854 16 50 1068 1602 396 594 396 59468 1 14 50 1510 2266 499 749 499 74997 1 12 50 2261 2420 712 965 712 965


Part No. Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws

MA200

33EQS 20 57 402 206 20633 20 33 353 168 168

43EQS 18 57 635 280 28043 18 33 526 219 21954 16 50 1068 396 39668 1 14 50 1510 499 49997 1 12 50 1610 712 712



MB - Multi-Use Secure Clip

Product ApplicationThe MB multi-use secure clip is used in a variety of different applications including head-of-wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, and bridging. MB secure clips are designed to resist vertical and lateral loads.

Clips come packaged in durable buckets for easy handling on the jobsite.

Joist Connection


MB200-54 2" 200 28MB200-68 2" 200 35MB200-97 2" 200 50MB350-54 3 ½" 100 25MB350-68 3 ½" 100 31MB350-97 3 ½" 100 44MB550-54 5 ½" 100 38MB550-68 5 ½" 100 48MB550-97 5 ½" 75 51MB750-54 7 ½" 75 39MB750-68 7 ½" 75 49MB750-97 7 ½" 50 47MB950-54 9 ½" 50 33MB950-68 9 ½" 50 42MB950-97 9 ½" 35 42











• 68 mil




• 97 mil




Load Bearing Head-of-Wall

1 ½"

3"

Guide holes arranged for bridging

Length


MB - Multi-Use Secure Clip Allowable Loads

F2

F1

F3


MB200

33EQS 20 57 402 206 20633 20 33 353 168 168

43EQS 18 57 635 280 28043 18 33 526 219 21954 16 50 1068 396 39668 1 14 50 1510 499 49997 1 12 50 1610 712 712

Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs


MB350

33EQS 20 57 402 603 206 310 206 31033 20 33 353 530 168 251 168 251

43EQS 18 57 635 952 280 420 280 42043 18 33 526 789 219 328 219 32854 16 50 1068 1602 396 594 396 59468 1 14 50 1510 2266 499 749 499 74997 1 12 50 2261 2420 712 965 712 965



MB550

33EQS 20 57 402 804 1005 206 413 516 206 413 51633 20 33 353 707 884 168 335 419 168 335 419

43EQS 18 57 635 1269 1587 280 560 700 280 560 70043 18 33 526 1052 1315 219 437 547 219 437 54754 16 50 1068 2136 2671 396 792 855 396 792 85568 1 14 50 1510 2980 2980 499 855 855 499 855 85597 1 12 50 2261 2980 2980 712 855 855 712 855 855



MB750

33EQS 20 57 402 804 1407 206 413 722 206 413 72233 20 33 353 707 1237 168 335 597 168 335 597

43EQS 18 57 635 1269 2221 280 560 980 280 560 98043 18 33 526 1052 1841 219 437 765 219 437 76554 16 50 1068 2136 3739 396 792 1387 396 792 138768 1 14 50 1510 3021 5286 499 998 1740 499 998 174097 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740



MB950

33EQS 20 57 402 1005 1809 206 516 929 206 516 92933 20 33 353 884 1590 168 419 754 168 419 754

43EQS 18 57 635 1587 2856 280 700 1260 280 700 126043 18 33 526 1315 2367 219 547 984 219 547 98454 16 50 1068 2671 4807 396 991 1740 396 991 174068 1 14 50 1510 3776 6100 499 1248 1740 499 1248 174097 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740


1 Clip thickness shall match the stud thickness








MC - Multi-Use Secure Clip

Product ApplicationThe MC multi-use secure clip is used in a variety of different applications including head-of-wall, joist connections, securing hips, rafters and trusses, and reinforcing header connections. MC secure clips are designed to resist vertical and lateral loads.

Clips come packaged in durable buckets for easy handling on the jobsite.

3"

3"

Length


MC200-54 2" 200 37MC200-68 2" 200 47MC200-97 2" 150 50MC350-54 3 ½" 100 33MC350-68 3 ½" 100 41MC350-97 3 ½" 100 58MC550-54 5 ½" 100 51MC550-68 5 ½" 75 48MC550-97 5 ½" 50 46MC750-54 7 ½" 50 35MC750-68 7 ½" 50 44MC750-97 7 ½" 35 44MC950-54 9 ½" 50 44MC950-68 9 ½" 50 55MC950-97 9 ½" 35 55

Truss-to-Truss Connection







• ASTM A653/A653M

• 54 mil




• 68 mil




• 97 mil





MC - Multi-Use Secure Clip Allowable Loads

F2F1

F3


MC200

33EQS 20 57 402 206 20633 20 33 353 168 168

43EQS 18 57 635 280 28043 18 33 526 219 21954 16 50 1068 396 39668 1 14 50 1510 499 49997 1 12 50 1610 712 712



MC350

33EQS 20 57 402 603 206 310 206 31033 20 33 353 530 168 251 168 251

43EQS 18 57 635 952 280 420 280 42043 18 33 526 789 219 328 219 32854 16 50 1068 1602 396 594 396 59468 1 14 50 1510 2266 499 749 499 74997 1 12 50 2261 2420 712 965 712 965



MC550

33EQS 20 57 402 804 1005 206 413 516 206 413 51633 20 33 353 707 884 168 335 419 168 335 419

43EQS 18 57 635 1269 1587 280 560 700 280 560 70043 18 33 526 1052 1315 219 437 547 219 437 54754 16 50 1068 2136 2671 396 792 855 396 792 85568 1 14 50 1510 2980 2980 499 855 855 499 855 85597 1 12 50 2261 2980 2980 712 855 855 712 855 855



MC750

33EQS 20 57 402 804 1407 206 413 722 206 413 72233 20 33 353 707 1237 168 335 597 168 335 597

43EQS 18 57 635 1269 2221 280 560 980 280 560 98043 18 33 526 1052 1841 219 437 765 219 437 76554 16 50 1068 2136 3739 396 792 1387 396 792 138768 1 14 50 1510 3021 5286 499 998 1740 499 998 174097 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740



MC950

33EQS 20 57 402 1005 1809 206 516 929 206 516 92933 20 33 353 884 1590 168 419 754 168 419 754

43EQS 18 57 635 1587 2856 280 700 1260 280 700 126043 18 33 526 1315 2367 219 547 984 219 547 98454 16 50 1068 2671 4807 396 991 1740 396 991 174068 1 14 50 1510 3776 6100 499 1248 1740 499 1248 174097 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740










TT600 TT1000

Features and Benefits• Variety of applications



• Prevents uplift of trusses and joists

TT - Truss Tie Secure Clip

Product ApplicationThe TT truss tie secure clip prevents uplift of trusses and joists. TT secure clips are thoroughly engineered to resist lateral, horizontal, and uplift loads.

TT clips come packaged in durable buckets for convenient handling on the jobsite.

Part No. Qty / Bucket Lbs / Bucket

TT600-33 100 11TT600-54 100 18TT1000-33 100 18TT1000-54 100 30


• ASTM A653/A653M

2"2"

10"

TT1000

TT600

6"

2" 2"

Allowable Loads


• 33 mil




• 54 mil




F1F1

F2 F2

F3F3


TT - Truss Tie Secure Clip Allowable Loads

Part No. Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom)Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3

TT600-33

33EQS 20 57 120 170 402 120 170 45033 20 33 120 170 353 120 170 450

43EQS 18 57 120 170 450 120 170 45043 18 33 120 170 450 120 170 45054 16 50 120 170 450 120 170 45068 14 50 120 170 450 120 170 45097 12 50 120 170 450 120 170 450118 10 50 120 170 450 120 170 450

Maximum Allowable Clip Capacity Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs


TT600-54

33EQS 20 57 310 330 402 310 330 80433 20 33 310 330 353 310 330 707

43EQS 18 57 310 330 635 310 330 101043 18 33 310 330 526 310 330 101054 16 50 310 330 1010 310 330 101068 14 50 310 330 1010 310 330 101097 12 50 310 330 1010 310 330 1010118 10 50 310 330 1010 310 330 1010



TT1000-33

33EQS 20 57 120 170 402 120 170 45033 20 33 120 170 353 120 170 450

43EQS 18 57 120 170 450 120 170 45043 18 33 120 170 450 120 170 45054 16 50 120 170 450 120 170 45068 14 50 120 170 450 120 170 45097 12 50 120 170 450 120 170 450118 10 50 120 170 450 120 170 450



TT1000-54

33EQS 20 57 310 330 402 310 330 80433 20 33 310 330 353 310 330 707

43EQS 18 57 310 330 635 310 330 101043 18 33 310 330 526 310 330 101054 16 50 310 330 1010 310 330 101068 14 50 310 330 1010 310 330 101097 12 50 310 330 1010 310 330 1010118 10 50 310 330 1010 310 330 1010

Maximum Allowable Clip Capacity Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbsTable Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.3. The nominal strength of the screw must be at least 3.75 times the allowable loads.4. Values include a 3.0 factor of safety.


6. Allowable loads indicated on the tables are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection.


BC - Secure Bridge Clip

Product ApplicationThe BC secure bridge clip attaches the cold rolled channel (CRC) to the stud. These clips resists lateral movement and twisting of studs in a wall assembly. Pre-punched guide holes are provided to accommodate the CRC and stud attachments for strength and installation efficiency. This clip has chamfered corners on one leg to allow for installation on the inside of the stud cavity.

BC clips come packaged in durable buckets for convenient handling on the jobsite.

Features and Benefits• Pre-punched guide holes

• No welding or cutting scrap material required



• Replaces the expensive traditional method of bracing

1 ½"

1 ½"

Length





BC237 2 ⅜" 250 17BC337 3 ⅜" 250 24BC575 5 ¾" 150 40BC775 7 ¾" 100 36


Part No. Min. Thickness Fy (ksi)

2 #10 Screws*Mil Gauge F2 (lbs) M1 (lbs-in)

BC237 33 20 33 266 155BC337 33 20 33 532 332BC575 54 16 50 1068 1573BC775 54 16 50 1068 2313

Allowable Loads


• ASTM A653/A653M

• 33 mil




• 54 mil




F2M1

*Allowable loads are based on the capacity of the clip and cold rolled channel attachment. Verify screw shear and pullout of stud.


WT - Wall Tie Secure Clip

Product ApplicationThe WT wall tie secure clip connects a curtain wall stud to the exterior concrete/masonry wall structure. Designed to resist horizontal and vertical loads, the WT secure clip may be attached to the structure with an approved ½" anchor bolt or as specified by the design professional.


• Thicker steel for improving welded attachments




• Plate washer included for heavy duty applications

• Replaces the expensive traditional method of bracing


• ASTM A653/A653M

• Main flange guide holes are 0.220" diameter (#12 fasteners)

• Center guide hole is 0.5625" diameter (½" anchor)

• 1 ¼" x 2" plate washer 168 mil with 0.625" hole

Table Notes1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100.3. The nominal strength of the screw must be at least 3.75 times the allowable loads.4. Penetration of screws through joined materials should not be less than three exposed threads.


5. Values include a 3.0 factor of safety.6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the


Part No. Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #12 Screws 6 #12 Screws 8 #12 Screws 4 #12 Screws 6 #12 Screws 8 #12 Screws

WT

33EQS 20 57 857 1286 1714 857 1286 171433 20 33 754 1130 1507 754 1130 1507

43EQS 18 57 1353 2030 2706 1353 2030 270643 18 33 1122 1682 2243 1122 1682 224354 16 50 2278 3010 3010 2278 3010 301068 14 50 3010 3010 3010 3010 3010 301097 12 50 3010 3010 3010 3010 3010 3010118 10 50 3010 3010 3010 3010 3010 3010


Allowable Loads

• Clip





• Washer





F3

F1

Width

4 ½"

Plate washer Part no. PW-168


WT400 4" 50 50WT700 7" 35 50WT1000 10" 25 47


All WT clips include plate washer.


F3

HG - Secure Header Gusset Plate

Product ApplicationThe HG secure header gusset plate is designed to provide a stiffened attachment of two individual members. Its unique design transfers the vertical load through a rigid connection that is stronger than traditional methods of construction.

The header gusset plate stiffens the header and jamb connection allowing the header to withstand larger load capacities and decrease the chance of web crippling.

Features and Benefits• Loads based on #10 screws


• Ledger tabs to hold header during installation

• Designed for multiple stud sizes and jamb configurations

• Replaces traditional labor intensive installation methods

Part No. Stud Properties F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 10 #10 Screws 12 #10 Screws

HG-68 (68 mil)

33EQS 20 57 804 1206 1608 2010 241233 20 33 707 1060 1414 1767 2120

43EQS 18 57 1269 1904 2538 3173 380843 18 33 1052 1578 2104 2630 315654 16 50 2136 3205 4273 5341 537568 14 50 3021 4531 5375 5375 537597 12 50 3170 4755 5375 5375 5375118 10 50 3170 4755 5375 5375 5375


6"

1 ½"

8 ½"

Screw Pattern ConfigurationsConfigurations shown below shall be installed on the left hand side when fastening to the jamb stud. Two additional screws shall always be installed in ledger tab.

HG secure plate is designed to accommodate all stud widths and flange heights and can be used on either side of the assembly.

Part No. Stud Properties F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 10 #10 Screws 12 #10 Screws

HG -43 (43 mil)

33EQS 20 57 804 1206 1608 2010 241233 20 33 707 1060 1414 1767 2120

43EQS 18 57 1269 1904 2538 2980 298043 18 33 1052 1578 2104 2630 298054 16 50 1388 2082 2776 2980 298068 14 50 1388 2082 2776 2980 298097 12 50 1388 2082 2776 2980 2980118 10 50 1388 2082 2776 2980 2980


Allowable Loads

Table Note1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. Screw spacing and edge distance shall not be less than 3 x d (d=nominal screw diameter).3. The allowable loads are based on the steel properties of the members being connected, per AISI

Section E4.4. When connecting materials of different thicknesses or tensile strength (Fu), the lowest applicable

values should be used.

5. Attachment from the clip to the structural to be designed by others.6. Values include a 3.0 factor of safety.7. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI Section A5.1.38. Penetration of screws through joined materials should not be less than three exposed threads.


Part No. Left / Right Handed Qty / Bucket Lbs / Bucket

HG-43 Universal 50 34HG-68 Universal 30 32







• 68 mil




Loads based on single clip capacity

8 Screws 12 Screws 16 Screws

24 Screws20 Screws


SS - Secure Floor Strapping

Product Application The SS secure floor strapping prevents uplift of wall studs from floor track, creating a secure composite assembly. It's provided in 18", 24", 30", and 36" lengths with a specific layout of pre-punched guide holes for ultimate reinforcing and efficient installation.



• Prevents uplift of studs

Part No. DimensionsWidth Height = xx

125SSxx-33 1 ¼" 18", 24", 30", 36"125SSxx-43 1 ¼" 18", 24", 30", 36"125SSxx-54 1 ¼" 18", 24", 30", 36"125SSxx-68 1 ¼" 18", 24", 30", 36"125SSxx-97 1 ¼" 18", 24", 30", 36"275SSxx-33 2 ¾" 18", 24", 30", 36"275SSxx-43 2 ¾" 18", 24", 30", 36"275SSxx-54 2 ¾" 18", 24", 30", 36"275SSxx-68 2 ¾" 18", 24", 30", 36"275SSxx-97 2 ¾" 18", 24", 30", 36"



• ASTM A653/A653M

• 33 mil




• 43 mil




• 54 mil




• 68 mil




18", 24", 30", 36"

1 ¼" and 2 ¾"


WST - Web Stiffener Track

Product ApplicationThe WST web stiffener track clip prevents web crippling in critical load connections through to the joist or wall stud. Thoroughly engineered, the WST includes a strengthen rib and specific layout of pre-punched guide holes for ultimate reinforcing.


• Variety of lengths available

• Prevents web crippling

• One-piece assembly

Part No. Dimensions Stud WidthWidth Height600WST350 3 ½" 5 ⅝" 6"800WST350 3 ½" 7 ⅝" 8"1000WST350 3 ½" 9 ⅝" 10"1200WST350 3 ½" 11 ⅝" 12"1400WST350 3 ½" 13 ⅝" 14"600WST600 6" 5 ⅝" 6"800WST600 6" 7 ⅝" 8"

1000WST600 6" 9 ⅝" 10"1200WST600 6" 11 ⅝" 12"1400WST600 6" 13 ⅝" 14"


• ASTM A653/A653M

• 68 mil





Width

Height1 7/16"

⅝"

Backing, Blocking and Stiffeners

End Joist Condition

Endwall Stud ConditionMid-Span Support Condition


KB - Kwik-Back Wall Support

Part No. Flange Width Qty / Bucket Lbs / Bucket

KB162 1 ¼" to 1 ⅝" 100 25KB200 2" 100 27

Product ApplicationKwik-Back products are the most cost effective and labor saving solution to creating superior backing support for wall shelving, cabinetry, heavy wall hangings, and other equipment.

Installation is simplified by using 2 or 3 screws to attach the clip to the stud flange. No pre-determined stud layout is required and ledge tabs are added for easy alignment. Attach 2" x 6" structure grade lumber (#1 or better) as required by codes or specifications.

Features and Benefits• Loads based on #8 screws



• Folded tabs for consistent wood positioning

Part No. Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)Mil Gauge Fy (ksi) 2 #8 Screws 3 #8 Screws 2 #8 Screws 3 #8 Screws

KB

18 25 33 79 118 132 197D20 20 57 114 170 190 285

30EQD 20 57 142 213 266 39830 20 33 130 196 281 422

33EQS 20 (S) 57 178 267 373 56033 20 (S) 33 145 217 328 493

43EQS 18 57 242 342 460 68943 18 33 189 283 460 68954 16 50 342 342 460 689





• ASTM A653/A653M

• 33 mil




Allowable Loads


5"

Stud flange size

Folded tabs for wood support

F3

F1

Example of the Kwik-Back used for hanging cupboards.


TB - Solid Track Blocking

Product ApplicationTB solid track blocking provides horizontal bracing for studs and joists. Solid track blocking is thoroughly engineered for 12", 16", and 24" stud layouts.

Part No. Stud DimensionsWidth * Flange Spacing

TB250-*-S12-54 2 ½" 125/162/200 12" TB250-*-S16-54 2 ½" 125/162/200 16"TB250-*-S24-54 2 ½" 125/162/200 24"TB350-*-S12-54 3 ½" 125/162/200 12" TB350-*-S16-54 3 ½" 125/162/200 16"TB350-*-S24-54 3 ½" 125/162/200 24"TB362-*-S12-54 3 ⅝" 125/162/200 12" TB362-*-S16-54 3 ⅝" 125/162/200 16"TB362-*-S24-54 3 ⅝" 125/162/200 24"TB400-*-S12-54 4" 125/162/200 12" TB400-*-S16-54 4" 125/162/200 16"TB400-*-S24-54 4" 125/162/200 24"


TB600-*-S12-54 6" 125/162/200 12" TB600-*-S16-54 6" 125/162/200 16"TB600-*-S24-54 6" 125/162/200 24"TB800-*-S12-54 8" 125/162/200 12" TB800-*-S16-54 8" 125/162/200 16"TB800-*-S24-54 8" 125/162/200 24"TB1000-*-S12-54 10" 125/162/200 12" TB1000-*-S16-54 10" 125/162/200 16"TB1000-*-S24-54 10" 125/162/200 24"TB1200-*-S12-54 12" 125/162/200 12" TB1200-*-S16-54 12" 125/162/200 16"TB1200-*-S24-54 12" 125/162/200 24"

Nomenclature Example:

Features and Benefits• Available in 12", 16", and 24" stud spacing





• ASTM A653/A653M

• 54 mil




Width

Stud spaci

ng

Pre-punched guide holes

Stud Flange Length

*Stud Web Width

TB 362 162 S24

Track Blocking

Spacing 24" oc

- - 54

54 mil

-


FTB - Fire Track Blocking

Product ApplicationFTB fire track blocking provides horizontal bracing for studs and joists. Fire track blocking is thoroughly engineered for 12", 16", and 24" stud layouts with a precut flange to fit the stud cavity for quick installation.

Features and Benefits• Available in 12", 16", and 24" stud spacing



• Fills the whole stud cavity


FTB250-*-S12-54 2 ½" 125/162/200 12" FTB250-*-S16-54 2 ½" 125/162/200 16"FTB250-*-S24-54 2 ½" 125/162/200 24"FTB350-*-S12-54 3 ½" 125/162/200 12" FTB350-*-S16-54 3 ½" 125/162/200 16"FTB350-*-S24-54 3 ½" 125/162/200 24"FTB362-*-S12-54 3 ⅝" 125/162/200 12" FTB362-*-S16-54 3 ⅝" 125/162/200 16"FTB362-*-S24-54 3 ⅝" 125/162/200 24"FTB400-*-S12-54 4" 125/162/200 12" FTB400-*-S16-54 4" 125/162/200 16"FTB400-*-S24-54 4" 125/162/200 24"


FTB600-*-S12-54 6" 125/162/200 12" FTB600-*-S16-54 6" 125/162/200 16"FTB600-*-S24-54 6" 125/162/200 24"FTB800-*-S12-54 8" 125/162/200 12" FTB800-*-S16-54 8" 125/162/200 16"FTB800-*-S24-54 8" 125/162/200 24"FTB1000-*-S12-54 10" 125/162/200 12" FTB1000-*-S16-54 10" 125/162/200 16"FTB1000-*-S24-54 10" 125/162/200 24"FTB1200-*-S12-54 12" 125/162/200 12" FTB1200-*-S16-54 12" 125/162/200 16"FTB1200-*-S24-54 12" 125/162/200 24"



• ASTM A653/A653M

• 54 mil




Width

Stud spaci

ng

Pre-punched guide holes

Nomenclature Example:

Stud Flange Length

*Stud Web Width

FTB 362 162 S24

Fire Track Blocking

Spacing 24" oc

- - 54

54 mil

-


NS - Notched Stud Backing

Product Application The NS notched stud backing is used for bracing and bridging of joists and wall studs in heavy load conditions. NS is also used in hospitals and schools as mechanical backing to provide support for equipment and cabinetry. Engineered section properties and allowable loads are provided.

Features and Benefits• Available in widths of 4", 6", and 8"

• Available in 12", 16", and 24" stud spacing

• Excellent for heavy load conditions

• Pre-cut notches for flange attachment


• Eliminates field cutting

• Provides bracing and bridging support

Nomenclature ExampleNotched Stud System complies with standard SSMA nomenclature using the letters "NS" as the product identification. Follow example when ordering Notched Stud System.


• ASTM: A653/A653M• 30 mil




• 33 mil




• 43 mil




• 54 mil




• 68 mil




½" Leg Width

Spacing 16" oc

Length in ft

Notched Stud

*Stud Flange Width

600 NS 162 S16050 43 10

6" Web Width

43 mil

- - -

Width

½" or 1"

12", 16", and 24" Stud spacing

Image of Notched Stud Backing, demonstrating attachment to stud.

*Notch opening will be ⅛" larger than the stud flange width.


NS - Notched Stud BackingSection Properties

Part No. Depth (in)

Flange (in) * Vertical Stud Flange Properties

Ixe (min) (in4) Sxe (min) (in3) Iye (min) (in4) Sye (min) (in3)400NS050-*-S??-33 4 0.50 125/162/200 0.386 0.193 0.007 0.018400NS050-*-S??-43 4 0.50 125/162/200 0.495 0.248 0.008 0.022400NS050-*-S??-54 4 0.50 125/162/200 0.603 0.301 0.009 0.025400NS050-*-S??-68 4 0.50 125/162/200 0.728 0.364 0.011 0.029600NS050-*-S??-33 6 0.50 125/162/200 1.085 0.357 0.007 0.018600NS050-*-S??-43 6 0.50 125/162/200 1.416 0.472 0.009 0.022600NS050-*-S??-54 6 0.50 125/162/200 1.736 0.579 0.010 0.026600NS050-*-S??-68 6 0.50 125/162/200 2.116 0.705 0.012 0.030800NS050-*-S??-33 8 0.50 125/162/200 2.214 0.526 0.007 0.018800NS050-*-S??-43 8 0.50 125/162/200 2.989 0.738 0.009 0.022800NS050-*-S??-54 8 0.50 125/162/200 3.727 0.932 0.011 0.026800NS050-*-S??-68 8 0.50 125/162/200 4.569 1.142 0.012 0.030400NS100-*-S??-33 4 1.00 125/162/200 0.522 0.261 0.033 0.046400NS100-*-S??-43 4 1.00 125/162/200 0.672 0.336 0.041 0.058400NS100-*-S??-54 4 1.00 125/162/200 0.823 0.411 0.050 0.070400NS100-*-S??-68 4 1.00 125/162/200 1.003 0.501 0.059 0.082600NS100-*-S??-33 6 1.00 125/162/200 1.371 0.445 0.036 0.047600NS100-*-S??-43 6 1.00 125/162/200 1.816 0.605 0.046 0.060600NS100-*-S??-54 6 1.00 125/162/200 2.236 0.745 0.056 0.072600NS100-*-S??-68 6 1.00 125/162/200 2.742 0.914 0.066 0.085800NS100-*-S??-331 8 1.00 125/162/200 2.687 0.626 0.037 0.047800NS100-*-S??-43 8 1.00 125/162/200 3.610 0.872 0.048 0.060800NS100-*-S??-54 8 1.00 125/162/200 4.492 1.092 0.058 0.072800NS100-*-S??-68 8 1.00 125/162/200 5.690 1.423 0.070 0.086

Notched Stud Backing With ½" Flange

Part No. Stud Properties Mx (lb*ft)

Vy (lb)

Pmax2 (lb)

#10 Screw3

(lb)# Of Screw4

Required for PmaxMil Gauge Fy (ksi)400NS050-*-S??-33 33 20 33 257 976 308 177 2400NS050-*-S??-43 43 18 33 379 1739 455 263 2400NS050-*-S??-54 54 16 50 495 3372 594 500 2400NS050-*-S??-68 68 14 50 593 4871 712 500 2600NS050-*-S??-33 33 20 33 406 638 487 177 3600NS050-*-S??-43 43 18 33 557 1415 668 263 3600NS050-*-S??-54 54 16 50 767 2822 920 500 2600NS050-*-S??-68 68 14 50 901 5350 1081 500 3800NS050-*-S??-33 33 20 33 540 474 474 177 3800NS050-*-S??-43 43 18 33 752 1051 902 263 4800NS050-*-S??-54 54 16 50 1008 2091 1210 500 3800NS050-*-S??-68 68 14 50 1228 4220 1474 500 3400NS100-*-S??-33 33 20 33 486 976 583 177 4400NS100-*-S??-43 43 18 33 641 1739 769 263 3400NS100-*-S??-54 54 16 50 1146 3372 1375 500 3400NS100-*-S??-68 68 14 50 1432 4871 1718 500 4600NS100-*-S??-33 33 20 33 683 638 638 177 4600NS100-*-S??-43 43 18 33 939 1415 1127 263 5600NS100-*-S??-54 54 16 50 1705 2822 2046 500 5600NS100-*-S??-68 68 14 50 2183 5350 2620 500 6800NS100-*-S??-331 33 20 33 944 474 474 177 3800NS100-*-S??-43 43 18 33 1318 1051 1051 263 4800NS100-*-S??-54 54 16 50 2375 2091 2091 500 5800NS100-*-S??-68 68 14 50 3118 4220 3742 500 8

S?? Represents the vertical stud spacing. Allowable Section Properties - Per AISI Design Criteria

½"

½"

½"

4"

6"

8"

Notched Stud Backing With 1" Flange

½"

½"

1"

4"

6"

8"

Table Notes 1. 1Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and

concentrated loads.2. Maximum point load, Pmax, is determined based on the minimum of the shear capacity or the

bending capacity of the blocking/Part No., or the number of screws with proper edge distance/spacing that may be installed. Load assumed to act at mid-span through centroid of Part No., based on a span of 24". For stud spacing of 16" oc, above tables may conservatively be used.

3. Number of screws determined by dividing Pmax by capacity of #10 screw and rounding up. Screw manufacturer shall confirm that their screws meet the code allowable capacity indicated in the table.

4. Screw capacity based on stud material with thickness and yields strength equal to the blocking/Part No. Minimum screw spacing and edge distance shall not be less than 3 times the nominal screw diameter (per SSMA). For #10 screw, 3 x d = 3 x 0. 190" = 0.57".

5. The properties indicated in the table have been calculated using CFS version 5.0.2 (RSG Software Inc.)6. Tabulated values do not consider stud capacity. Studs designed by others.7. All calculations based on 2004 AISI.

Allowable Loads


NT - Notched Track Backing

Product ApplicationThe NT notched track is used for bracing and bridging of joists and wall studs. Notched Track is also used in hospitals and schools as mechanical backing that provides superior support for equipment and cabinetry.

Features and Benefits• Available in widths of 4", 6", and 8"

• Available in 12", 16", and 24" stud spacing

• Pre-cut notches for flange attachment

• Eliminates field cutting

• Provides bracing and bridging support

Nomenclature ExampleNotched track system complies with standard SSMA nomenclature using the letters "NT" as the product identification. Use the following example when ordering notched track system.


• ASTM: A653/A653M• 30 mil




• 33 mil




• 43 mil




• 54 mil




• 68 mil




Spacing 24" oc

Length in ft

Notched Track

*Stud Flange Width

600 NT 162 S24 43 10

6" Web Width 43 mil

- - -

Width

12", 16", and 24" Stud spacing

*Notch opening will be ⅛" larger than the stud flange width.


K - Kwik-Bridge Punch System

Product ApplicationKwik-bridge punch system is a unique patented design that incorporates a tab into the punchout of the stud, resulting in a clean connection and reduced labor. The kwik-bridge punch system eliminates extra components required in traditional bridging installation and can be used with regular cold roll channel.

The cold roll channel is installed through the stud punchouts perpendicular to the framing and at pre-determined spacing along the height of the wall. Once the channel is positioned horizontally within the wall cavity, a method of securing the channel to each individual stud will be selected according to the design criteria for the assembly.

Typically, positive attachment is achieved through welding or by using angle clips and screws. The kwik-bridge punch system serves as an alternative method of achieving positive attachment of the cold rolled channel to the steel stud. Patent No. 5943838

Features and Benefits• Eliminates use of clip angles, bridging clips, and welding

• No pre-determined stud layout required

• Faster installation saving up to 40% in combined labor and material costs

• Bend tabs to 90° and attach cold roll channel

Nomenclature ExampleKwik-bridge punch system uses the standard SSMA nomenclature, but adds a letter "K" at the end of the product identification. Use the following example when ordering studs with kwik-bridge punch system.


• ASTM A653/A653M

• Available mil thicknesses

◦ D20, 30EQD, 33EQD, 33EQS, 43EQS, 30, 33, 43, and 54 (not available in D25, 18, 68, 97, or 118)

• Available web widths

◦ 3 ½", 3 ⅝", 4", 5 ½", and 6" (not available in 1 ⅝", 2 ½", 8" and over)

600 162 43 KS 10

6" Web Width

1 ⅝" Leg Width

Length in ft

43 mil Kwik-BridgePunch System

Stud

- -


Priceless Header and Kwik-Jamb System

Product ApplicationThe Priceless Header and Kwik-Jamb system is designed cut-to-length and ready to install. This precut assembly will help standardize the installation process while eliminating labor intensive and expensive conventional methods. In openings where additional strength is required, this system is excellent for load bearing applications.

To simplify engineering, the Priceless Header and Kwik-Jamb system has several standard details available that can be easily imported into most CAD programs. With individual section property tables included, this unique header and jamb system creates simplicity for the architect, engineer, and contractor.

Features and Benefits• Simplifies engineer design for jambs and header sizing

• Design software available for engineers and architects

• Attachment clip provides easy connections to Kwik-Jamb

• Flush finish eliminating build up at the header-jamb connection

• Saves 70 to 80 percent in labor costs

• Pre-cut engineered assembly reducing waste

• No cutting stud flanges or welding required

• Improved stiffness for deflection

• Excellent for load bearing applications

• Excellent bending strength in both (x) and (y) directions


• CAD details available at SCAFCO.com

View of the Priceless Header and Kwik-Jamb connection


(Example: 6" = 600 x 1/100")

All member widths are in 1/100

(Example: 3 ½" = 350 x 1/100")

All flange depths are in 1/100

600 350 54

6" Member Width

3 ½" Flange Depth

54 milHeader Style

--HD

(Example: 6" = 600 x 1/100")

All member widths are in 1/100

(Example: 4 ½" = 450 x 1/100")

All flange depths are in 1/100

600 450 97

6" Member Width

4 ½" Flange Depth

97 milHeader Style

--HDR

Nomenclature Example

HD Header

HDR Header

Order Information*Priceless Headers are to be ordered to rough opening width. SCAFCO's engineering department will adjust the member length to accommodate for clip thickness and screw build-up to provide a true fit.

*Lengthin ft

*Lengthin ft

12

12

-

-

IAPMOUNIFORM

ES

IAPMOUNIFORM

ES



SCAFCO's HD Header replaces the stud-in-track built-up header and boxed

header assemblies.

SCAFCO's HDR Header replaces the traditional boxed header system for conditions with

greater vertical and lateral loads.

SCAFCO's Kwik-Jamb stud replaces the back-to-back studs and boxed stud assemblies.

Built-Up Header Assembly

Traditional Box Header

HD Header

HDR Header

Kwik-Jamb Stud Traditional Box Jamb


Section Properties

Priceless HD Header

Part No.Design

Thickness (in)

Fy (ksi)

Gross Properties Effective Properties x-x Effective Properties y-y Distortional ShearArea (in2)

wt (lb/ft)

Ix (in4)

Rx (in)

Iy (in4)

Ry (in)

Ix (+) (in4)

Sx (+) (in3)

Max (+) (in-k)

Ix (-) (in4)

Sx (-) (in3)

Max (-) (in-k)

Iy (in4)

Sy (in3)

May (in-k)

May (in-k)

Vax (lb)

Vay (lb)

350HD300-33EQS 0.0295 57 0.331 1.13 0.459 1.178 0.710 1.465 0.416 0.163 4.64 0.383 0.141 4.02 0.586 0.209 5.95 7.61 696 1642350HD300-43EQS 0.0400 57 0.447 1.52 0.616 1.173 0.954 1.461 0.589 0.261 8.92 0.552 0.236 8.07 0.845 0.349 11.92 13.88 1741 3596

350HD350-54 0.0566 57 0.684 2.33 1.224 1.338 1.491 1.477 1.191 0.553 18.88 1.148 0.589 20.09 1.371 0.641 21.87 22.32 3600 7200350HD350-68 0.0713 57 0.853 2.90 1.509 1.330 1.843 1.470 1.509 0.735 25.08 1.503 0.747 25.51 1.801 0.851 29.04 30.06 4791 9582350HD350-97 0.1017 57 1.194 4.06 2.057 1.312 2.525 1.454 2.057 1.046 35.70 2.057 1.046 35.70 2.525 1.248 42.60 46.49 6503 13006

362HD300-33EQS 0.0295 57 0.335 1.14 0.465 1.179 0.769 1.516 0.421 0.163 4.66 0.384 0.139 3.97 0.636 0.218 6.21 7.94 670 1642362HD300-43EQS 0.0400 57 0.452 1.54 0.624 1.175 1.033 1.511 0.600 0.262 8.94 0.557 0.234 7.99 0.916 0.364 12.42 14.47 1677 3596

362HD350-54 0.0566 57 0.691 2.35 1.240 1.340 1.613 1.528 1.206 0.556 18.98 1.153 0.589 20.12 1.484 0.671 22.89 23.17 3600 7200362HD350-68 0.0713 57 0.862 2.93 1.529 1.332 1.995 1.521 1.529 0.739 25.21 1.513 0.749 25.55 1.949 0.890 30.38 31.23 4981 9582362HD350-97 0.1017 57 1.207 4.11 2.085 1.314 2.735 1.505 2.085 1.052 35.89 2.085 1.052 35.89 2.735 1.304 44.52 48.39 6775 13006

400HD300-33EQS 0.0295 57 0.346 1.18 0.483 1.181 0.960 1.666 0.414 0.164 4.68 0.385 0.135 3.85 0.790 0.245 6.98 8.85 604 1642400HD300-43EQS 0.0400 57 0.467 1.59 0.647 1.177 1.290 1.662 0.609 0.263 8.96 0.555 0.228 7.77 1.139 0.410 14.01 16.09 1510 3596

400HD350-54 0.0566 57 0.712 2.42 1.286 1.344 2.012 1.681 1.251 0.564 19.26 1.167 0.591 20.18 1.854 0.762 26.00 25.74 3600 7200400HD350-68 0.0713 57 0.889 3.03 1.586 1.336 2.491 1.674 1.586 0.750 25.58 1.540 0.752 25.67 2.434 1.010 34.49 34.77 5553 9582400HD350-97 0.1017 57 1.245 4.24 2.164 1.318 3.422 1.658 2.164 1.067 36.43 2.164 1.067 36.42 3.422 1.478 50.43 54.13 7590 13006

550HD300-33EQS 0.0295 57 0.390 1.33 0.542 1.179 1.975 2.250 0.485 0.171 4.87 0.395 0.120 3.42 1.612 0.361 10.30 12.47 433 1642550HD300-43EQS 0.0400 57 0.527 1.79 0.727 1.174 2.659 2.246 0.678 0.267 9.10 0.570 0.202 6.90 2.328 0.606 20.70 22.82 1080 3596

550HD350-54 0.0566 57 0.797 2.71 1.445 1.347 4.124 2.275 1.404 0.589 20.10 1.203 0.596 20.34 3.820 1.157 39.50 36.14 3093 7200550HD350-68 0.0713 57 0.996 3.39 1.784 1.338 5.118 2.267 1.784 0.784 26.74 1.612 0.761 25.98 5.002 1.528 52.16 49.17 5713 9582550HD350-97 0.1017 57 1.398 4.76 2.439 1.321 7.073 2.250 2.439 1.117 38.14 2.439 1.090 37.20 7.073 2.224 75.89 77.66 10851 13006

600HD300-33EQS 0.0295 57 0.405 1.38 0.559 1.175 2.408 2.439 0.500 0.172 4.91 0.398 0.116 3.31 1.958 0.401 11.44 13.69 395 1642600HD300-43EQS 0.0400 57 0.547 1.86 0.750 1.171 3.243 2.435 0.699 0.268 9.16 0.574 0.196 6.68 2.830 0.674 23.00 25.07 987 3596

600HD350-54 0.0566 57 0.825 2.81 1.491 1.344 5.022 2.467 1.449 0.591 20.16 1.211 0.597 20.38 4.659 1.300 44.35 39.66 2823 7200600HD350-68 0.0713 57 1.032 3.51 1.841 1.336 6.237 2.459 1.841 0.792 27.05 1.628 0.763 26.04 6.095 1.713 58.47 54.05 5713 9582600HD350-97 0.1017 57 1.449 4.93 2.518 1.318 8.631 2.441 2.518 1.130 38.58 2.481 1.095 37.37 8.631 2.491 85.01 85.69 11622 13006

800HD300-43EQS 0.0400 57 0.627 2.13 0.826 1.148 6.291 3.167 0.769 0.274 9.34 0.586 0.177 6.03 5.267 0.915 31.23 34.08 733 3596800HD350-54 0.0566 57 0.938 3.19 1.646 1.325 9.683 3.212 1.603 0.596 20.33 1.233 0.600 20.47 9.015 1.919 65.50 53.88 2091 7200800HD350-68 0.0713 57 1.174 4.00 2.034 1.316 12.046 3.203 2.034 0.820 27.99 1.672 0.768 26.22 11.773 2.517 85.90 73.88 4221 9582800HD350-97 0.1017 57 1.652 5.62 2.784 1.298 16.737 3.183 2.784 1.171 39.97 2.599 1.108 37.80 16.737 3.649 124.54 118.57 11622 13006

Table Notes:1. Effective properties based on the "North American Specification for the Design of Cold-Formed

Structural Members", 2007 edition.2. Effective Ixx, Iyy is the Moment of Inertia for deflection based on NASPEC 'Procedure 1'.3. Allowable Moment (Max and May) of combined section are based on a non-composite relative

stiffness model.

4. Distortional buckling is based on Kf = 0.5. Max-x is for bending about the x-x axis. May-y is for bending about the y-y axis.6. Vax is the allowable shear force parallel to the x-x axis. Vay is the allowable shear force parallel to

the y-y axis.


• ASTM A653/A653M

• 33EQS




• 43EQS




• 54 mil




• 68 mil




• 97 mil




• 127 mil




Y

Y

XX

Y

Y

XX

Y

Y

XX

Track strength not included in the section properties

For Priceless Header to Kwik-Jamb connection clip capacities, contact SCAFCO's engineering department at 509-343-9000 or [email protected].


Priceless HDR Header

Section Properties

Y

Y

XX

Y

Y

XX

Y

Y

XX

Part No.Design

Thickness (in)

Fy (ksi)

Gross Properties Effective Properties x-x Effective Properties y-y Distortional ShearArea (in2)

wt (lb/ft)

Ix (in4)

Rx (in)

Iy (in4)

Ry (in)

Ix (+) (in4)

Sx (+) (in3)

Max (+) (in-k)

Ix (-) (in4)

Sx (-) (in3)

Max (-) (in-k)

Iy (in4)

Sy (in3)

May (in-k)

May (in-k)

Vax (lb)

Vay (lb)

350HDR200-33EQS 0.0295 57 0.541 1.842 0.419 0.880 0.854 1.256 0.321 0.150 5.1 0.389 0.226 7.72 0.707 0.340 11.59 11.75 1195 4330350HDR350-54 0.0566 57 1.368 4.654 2.597 1.378 2.146 1.253 2.514 0.907 31.0 2.599 1.080 36.87 1.944 0.913 31.15 31.55 5519 15712350HDR350-68 0.0713 57 1.710 5.817 3.205 1.369 2.658 1.247 3.242 1.201 41.0 3.284 1.372 46.83 2.492 1.183 40.39 42.82 7097 21837350HDR350-97 0.1017 57 2.400 8.165 4.375 1.350 3.660 1.235 4.510 1.889 64.5 4.510 1.889 64.49 3.548 1.774 60.56 65.10 9614 30185



550HDR200-33EQS 0.0295 57 0.659 2.244 0.560 0.921 2.663 2.010 0.425 0.177 6.0 0.506 0.253 8.65 2.315 0.719 24.54 21.99 809 4637550HDR350-54 0.0566 57 1.594 5.424 3.328 1.445 6.692 2.049 3.203 1.032 35.2 3.179 1.165 39.76 6.247 1.882 64.25 58.03 5477 15540550HDR450-68 0.0713 57 2.280 7.758 7.220 1.779 9.692 2.062 7.236 2.055 70.1 7.061 2.199 75.04 8.842 2.498 85.24 83.46 9874 24432550HDR450-97 0.1017 57 3.213 10.934 9.976 1.762 13.456 2.046 10.199 3.202 109.3 10.199 3.202 109.29 12.800 3.780 129.02 132.53 18071 36991550HDR450-127 0.1337 57 4.170 14.191 12.675 1.743 17.185 2.030 13.040 4.130 141.0 13.040 4.130 140.97 16.831 5.189 177.10 184.98 22550 46189

600HDR200-33EQS 0.0295 57 0.689 2.344 0.588 0.924 3.313 2.193 0.445 0.181 6.2 0.528 0.258 8.80 2.896 0.828 28.27 24.54 748 4572600HDR350-54 0.0566 57 1.651 5.617 3.480 1.452 8.309 2.244 3.346 1.055 36.0 3.296 1.179 40.24 7.774 2.155 73.56 64.83 5073 15290600HDR450-68 0.0713 57 2.351 8.001 7.534 1.790 12.030 2.262 7.547 2.097 71.6 7.304 2.223 75.88 10.992 2.865 97.80 93.31 10071 24048600HDR450-97 0.1017 57 3.315 11.280 10.419 1.773 16.724 2.246 10.650 3.266 111.5 10.592 3.249 110.89 15.933 4.336 147.98 148.89 20283 36505600HDR450-127 0.1337 57 4.304 14.646 13.248 1.754 21.389 2.229 13.632 4.216 143.9 13.632 4.216 143.89 20.975 5.940 202.75 208.33 25468 45817

800HDR250-43EQS 0.04 57 1.173 3.990 1.418 1.100 10.158 2.943 1.205 0.415 14.2 1.274 0.512 17.46 9.322 1.984 67.71 55.02 1405 7554800HDR350-54 0.0566 57 1.877 6.387 3.996 1.459 16.912 3.002 3.831 1.124 38.3 3.689 1.220 41.66 15.905 3.355 114.52 92.48 3911 14578800HDR450-68 0.0713 57 2.637 8.971 8.624 1.809 24.410 3.043 8.621 2.229 76.1 8.131 2.295 78.33 22.386 4.487 153.15 133.38 7977 22907800HDR450-97 0.1017 57 3.722 12.664 11.950 1.792 34.065 3.025 12.209 3.468 118.4 11.877 3.373 115.14 32.582 6.781 231.44 216.29 21515 34910800HDR450-127 0.1337 57 4.839 16.466 15.228 1.774 43.750 3.007 15.676 4.482 153.0 15.676 4.482 152.98 43.028 9.231 315.07 305.28 36407 447631000HDR250-54 0.0566 57 1.877 6.387 2.165 1.074 24.835 3.637 2.052 0.674 23.0 2.017 0.767 26.18 24.228 4.482 152.99 114.68 3227 108381000HDR450-68 0.0713 57 2.922 9.942 9.502 1.803 42.063 3.794 9.485 2.322 79.3 8.782 2.342 79.92 38.673 6.333 216.15 174.07 6493 221591000HDR450-97 0.1017 57 4.129 14.048 13.181 1.787 58.850 3.775 13.463 3.608 123.2 12.871 3.450 117.74 56.424 9.554 326.09 285.79 19146 338141000HDR450-127 0.1337 57 5.374 18.286 16.816 1.769 75.789 3.755 17.317 4.667 159.3 17.085 4.605 157.17 74.641 12.941 441.70 406.41 37650 435151200HDR250-54 0.0566 57 2.103 7.157 2.321 1.051 39.181 4.316 2.194 0.693 23.7 2.142 0.780 26.64 38.367 5.565 189.96 139.23 2711 106351200HDR450-68 0.0713 57 3.207 10.912 10.225 1.786 65.559 4.521 10.196 2.391 81.6 9.313 2.374 81.04 60.471 8.398 286.64 214.95 5471 216341200HDR450-97 0.1017 57 4.535 15.433 14.193 1.769 91.891 4.501 14.494 3.712 126.7 13.669 3.501 119.50 88.271 12.634 431.22 356.18 16121 330231200HDR450-127 0.1337 57 5.909 20.105 18.120 1.751 118.575 4.480 18.663 4.804 164.0 18.199 4.684 159.88 116.884 17.045 581.79 510.06 36349 42568

Table Notes:1. Effective properties based on the "North American Specification for the Design of Cold-Formed

Structural Members", 2007 edition.2. Effective Ixx, Iyy is the Moment of Inertia for deflection based on NASPEC 'Procedure 1'.3. Allowable Moment (Max and May) of combined section are based on a non-composite relative

stiffness model.

4. Distortional buckling is based on Kf = 0.5. Max-x is for bending about the x-x axis. May-y is for bending about the y-y axis.6. Vax is the allowable shear force parallel to the x-x axis. Vay is the allowable shear force parallel to

the y-y axis.


• ASTM A653/A653M• 33EQS




• 43EQS




• 54 mil




• 68 mil




• 97 mil




• 127 mil




For Priceless Header to Kwik-Jamb connection clip capacities, contact SCAFCO's engineering department at 509-343-9000 or [email protected].


Y

Y

XX

Y

Y

XX

Y

Y

XX

Design Diagram Example


Priceless Kwik-Jamb


• ASTM A653/A653M

• 33EQS




• 43EQS




• 54 mil




• 68 mil




• 97 mil




• 127 mil




Opening widthSee note below

Tributary area

Stud spacing oc

Headerheight

Overall wallheight

600 338 68

6" Web Width

3 ⅜" Flange Depth

Lengthin ft

68 milKwik-Jamb

Stud

-KJS 10-

Note: Priceless Headers are to be ordered to rough opening width. SCAFCO's engineering department will adjust the member length to accommodate for clip thickness and screw build-up to provide a true fit.


Part No.Design

Thickness (in)

Fy (ksi)

Gross Properties Effective Properties Torsional Propertiesß Lu

(in)Area (in2)

Weight (lb/ft)

Ixx (in4)

Sxx (in3)

Rx (in)

Iyy (in4)

Ry (in)

Ixx (in4)

Sxx (in3)

MaFy (in-k)

Ma-Dist (in-k)

KΦC (in-lb/in)

Vag (lb)

VaNet (lb)

Jx1000 (in4)

Cw (in6)

Xo (in)

m (in)

Ro (in)

350KJS238-33EQS2 0.0295 57 0.272 0.93 0.580 0.331 1.460 0.225 0.909 0.527 0.175 4.99 6.09 0.00 696 390 0.079 0.692 -2.119 1.233 2.729 0.397 46.9350KJS238-43EQS 0.0400 57 0.367 1.25 0.778 0.444 1.455 0.300 0.905 0.744 0.307 10.47 10.77 0.00 1741 714 0.196 0.917 -2.107 1.226 2.716 0.398 46.8

350KJS238-54 0.0566 57 0.514 1.75 1.076 0.615 1.447 0.413 0.896 1.071 0.468 15.99 17.1 0.00 3600 1011 0.549 1.250 -2.087 1.215 2.693 0.400 46.8350KJS338-54 0.0566 57 0.670 2.28 1.449 0.828 1.471 1.123 1.295 1.354 0.598 20.43 22.06 0.00 3600 1011 0.715 4.742 -3.347 1.898 3.879 0.255 72.1350KJS338-68 0.0713 57 0.836 2.84 1.791 1.023 1.464 1.384 1.287 1.767 0.817 27.88 29.66 0.00 4791 1023 1.416 5.820 -3.329 1.889 3.858 0.255 72.3350KJS338-97 0.1017 57 1.169 3.98 2.452 1.401 1.448 1.885 1.270 2.452 1.215 41.45 45.76 0.00 6503 883 4.030 7.862 -3.291 1.868 3.814 0.255 72.9350KJS338-127 0.1337 57 1.505 5.12 3.084 1.762 1.431 2.355 1.251 3.084 1.690 57.68 60.14 0.00 8092 746 8.967 9.755 -3.252 1.847 3.767 0.255 73.9

362KJS238-33EQS2 0.0295 57 0.276 0.94 0.627 0.346 1.508 0.228 0.909 0.570 0.183 5.21 6.32 0.00 670 402 0.080 0.739 -2.099 1.224 2.740 0.413 46.8362KJS238-43EQS 0.0400 57 0.372 1.27 0.842 0.464 1.504 0.304 0.904 0.806 0.319 10.88 11.18 0.00 1677 736 0.198 0.979 -2.087 1.217 2.726 0.414 46.7


400KJS238-33EQS2 0.0295 57 0.287 0.98 0.783 0.392 1.652 0.236 0.907 0.710 0.207 5.91 7.03 0.00 604 433 0.083 0.892 -2.040 1.199 2.778 0.460 46.4400KJS238-43EQS 0.0400 57 0.387 1.32 1.051 0.526 1.648 0.315 0.902 1.010 0.355 12.13 12.42 0.00 1510 794 0.206 1.182 -2.028 1.192 2.765 0.462 46.4


550KJS238-33EQS2 0.0295 57 0.331 1.13 1.616 0.587 2.209 0.263 0.891 1.439 0.344 9.79 9.89 0.00 433 433 0.096 1.696 -1.840 1.111 3.010 0.626 45.8550KJS238-43EQS 0.0400 57 0.447 1.52 2.173 0.790 2.204 0.351 0.887 2.074 0.589 20.09 17.43 92.60 1080 943 0.238 2.254 -1.828 1.105 2.998 0.628 45.6


600KJS238-33EQS1, 2 0.0295 57 0.346 1.18 1.973 0.658 2.389 0.270 0.884 1.729 0.374 10.65 10.84 0.00 395 395 0.100 2.037 -1.783 1.085 3.109 0.671 45.6600KJS238-43EQS 0.0400 57 0.467 1.59 2.655 0.885 2.384 0.361 0.880 2.545 0.641 21.88 19.1 79.80 987 976 0.249 2.709 -1.771 1.079 3.098 0.673 45.4


800KJS238-43EQS 0.0400 57 0.547 1.86 5.193 1.298 3.081 0.394 0.849 5.047 0.852 29.08 25.71 52.50 733 733 0.292 5.059 -1.579 0.988 3.564 0.804 44.8800KJS238-54 0.0566 57 0.769 2.62 7.242 1.811 3.070 0.542 0.840 7.169 1.427 48.69 42.03 211.30 2091 2091 0.821 6.960 -1.561 0.978 3.544 0.806 44.5800KJS338-54 0.0566 57 0.924 3.14 9.460 2.365 3.199 1.511 1.278 8.959 1.756 59.94 53.52 137.60 2091 2091 0.987 21.059 -2.656 1.606 4.350 0.627 66.3800KJS338-68 0.0713 57 1.156 3.94 11.766 2.941 3.190 1.865 1.270 11.577 2.501 85.35 73.34 432.60 4221 3367 1.960 26.026 -2.637 1.597 4.329 0.629 66.2800KJS338-97 0.1017 57 1.627 5.53 16.341 4.085 3.170 2.551 1.252 16.341 3.633 124.01 117.52 439.40 11622 6340 5.608 35.674 -2.600 1.577 4.286 0.632 65.9800KJS338-127 0.1337 57 2.107 7.17 20.876 5.219 3.148 3.203 1.233 20.876 5.028 171.62 166.38 663.00 20087 8112 12.552 44.960 -2.560 1.557 4.241 0.636 65.81000KJS338-54 0.0566 57 1.037 3.53 15.870 3.174 3.911 1.622 1.250 15.211 2.191 74.77 67.7 92.80 1661 1661 1.108 33.638 -2.441 1.506 4.777 0.739 65.51000KJS338-68 0.0713 57 1.299 4.42 19.765 3.953 3.901 2.003 1.242 19.557 3.194 109.03 93.26 350.20 3345 3345 2.201 41.626 -2.423 1.497 4.757 0.740 65.31000KJS338-97 0.1017 57 1.830 6.23 27.525 5.505 3.878 2.740 1.224 27.525 4.928 168.20 150.98 771.90 9864 7177 6.309 57.212 -2.387 1.478 4.715 0.744 65.01000KJS338-127 0.1337 57 2.374 8.08 35.268 7.054 3.854 3.442 1.204 35.268 6.800 232.09 216.01 1319.30 20087 10894 14.146 72.308 -2.348 1.458 4.671 0.747 64.61200KJS338-541 0.0566 57 1.151 3.92 24.356 4.059 4.601 1.711 1.219 23.101 2.626 89.64 81.5 72.90 1377 1377 1.229 49.918 -2.262 1.419 5.270 0.816 64.81200KJS338-68 0.0713 57 1.442 4.91 30.362 5.060 4.589 2.113 1.211 30.232 3.804 129.85 112.8 251.00 2771 2771 2.443 61.824 -2.245 1.410 5.250 0.817 64.51200KJS338-97 0.1017 57 2.033 6.92 42.368 7.061 4.565 2.891 1.192 42.368 6.362 217.13 184.33 1071.50 8147 7411 7.010 85.124 -2.210 1.392 5.210 0.820 64.11200KJS338-127 0.1337 57 2.641 8.99 54.408 9.068 4.539 3.632 1.173 54.408 8.752 298.72 266.19 1907.90 18773 12782 15.739 107.790 -2.173 1.372 5.167 0.823 63.7

Section Properties

Priceless Kwik-Jamb

1 Where noted, web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads.2 33EQS effective properties calculated using DSM. For Priceless Header to Kwik-Jamb connection clip capacities, contact SCAFCO's engineering department at 509-343-9000 or [email protected].


Perfect Curve™ Products

Product Application

• High-quality and time saving

• Guaranteed accuracy through CAD software; designed and manufactured directly from project plans

• Assembled with steel rivets or welding; reducing built-in stresses

• Eliminates field modified standard framing members; no more flat spots or weak sections from field cutting and crimping

• Delivered ready to install

Features and Benefits• Curved products are fabricated from mill certified prime

steel and conform to all applicable ASTM specifications using precise, computer-controlled processes.

• Curved products are available in a variety of thicknesses, from 30mil to 97 mil.

• SCAFCO promises a perfect curved wall with structural strength and no flat spots.

• SCAFCO offers quick installation which will decrease layout time, considerably reducing your project schedule.

◦ Once Perfect Curve Products are delivered, simply set them in place and anchor them down.

◦ Perfect Curve eliminates labor-intensive crimping or cutting of the track at job sites.

◦ Match your curve's top and bottom track within 1/32 inch in 12 feet.

• Optional end tabs are available for splicing pieces together.

• When used in a structural application, the Perfect Curve products shall be reviewed and approved by the Architect or Engineer of record.

Using Perfect-Curve Wall Products assures the architect's vision is delivered while saving the contractor an immense amount of time over traditional methods.

Priceless Perfect Curve Products

Material Composition• Mill certified steel• ASTM A653/A653M

• 30 mil ◦ 33 ksi yield strength ◦ 45 ksi tensile strength ◦ G40 galvanized coating ◦ Steel rivet assembly only

• 33 mil ◦ 33 ksi yield strength ◦ 45 ksi tensile strength ◦ G60 galvanized coating ◦ Steel rivet assembly only

• 43 mil ◦ 33 ksi yield strength ◦ 45 ksi tensile strength ◦ G60 galvanized coating ◦ Steel rivet or welded

assembly

• 54 mil ◦ 57 ksi yield strength ◦ 65 ksi tensile strength ◦ G60 galvanized coating ◦ Steel rivet or welded

assembly• 68 mil

◦ 57 ksi yield strength ◦ 65 ksi tensile strength ◦ G90 galvanized coating ◦ Steel rivet or welded

assembly• 97 mil

◦ 57 ksi yield strength ◦ 65 ksi tensile strength ◦ G90 galvanized coating ◦ Welded assembly only


Perfect Curve™ Products

Perfect Curve order forms are found on pages 66 through 71 of this catalog.

Endless Possibilities with Perfect Curve™ Products!

Choose your solution for curved walls, circles, soffits, domes, and arched ceilings.

Perfect Curve™ Wall Track

Where curved walls and suspended walls are required, Perfect Curve is the best solution available today. Turning curved track on its side allows uses in domes and barreled ceilings,

offering durability and ease of installation.

Perfect Curve™ Z-Track

Designed for use in multi-level drop ceilings and complex radii. Available in curved leg or curved web applications.

Shown as Arched Z-Track

Perfect Curve™ Angle

Intended for construction of smooth, curved soffit edges and dropped circular ceilings.

Shown as Curved Angle Leg-In

Perfect Curve™ Arch Track

Designed for constructing arched openings, vaulted ceilings and one-piece soffit faces in ceilings and extruded illuminated ceiling

panes.

Shown as Arched Track Leg-Out

Perfect Curve™ Slotted Track

Built to accommodate vertical deflection in curved walls. Available in multiple radii with the option

of larger slots for additional movement.


SLT - Slotted Leg Track

Features and Benefits• Fire-rated deflection system

• Allows up to 1 ½" of vertical movement

• UL Classified in over 80 approved fire rated systems

• Provides positive attachment for wall strength

• Absorbs head-of-wall and floor extension or compression movement

• Integrated with traditional wall systems

• Easy installation reducing labor costs

• Custom shapes and slot sizes available

• Available in custom widths and thicknesses

• Web depths between 2 ½" and 8"

Product ApplicationSLT slotted track is the industry preferred fire-rated system for achieving interior and exterior head-of-wall deflection. SCAFCO slotted track has met the movement and cycling requirements of ANSI/UL 2079, and is UL classified for 1, 2, 3, and 4 hour fire ratings in head-of-wall fire-rated joint systems.


• ASTM: A 653 / A 653M

• D20




• 30EQD




• 33EQS




• 33 mil




• 43EQS




• 43 mil




• 54 mil




• 68 mil




• 97 mi




Part No. Thickness Design Thickness (in)

Web WidthMil Gauge

250SLT250-D20 D20 20 0.0188 2 ½"250SLT250-30EQD 30EQD 20 0.0235 2 ½"250SLT250-33EQS 33EQS 20 (S) 0.0295 2 ½"

250SLT250-33 33 20 (S) 0.0346 2 ½"250SLT250-43EQS 43EQS 18 0.0400 2 ½"

250SLT250-43 43 18 0.0451 2 ½"250SLT250-54 54 16 0.0566 2 ½"250SLT250-68 68 14 0.0713 2 ½"250SLT250-97 97 12 0.1017 2 ½"

350SLT250-D20 D20 20 0.0188 3 ½"350SLT250-30EQD 30EQD 20 0.0235 3 ½"350SLT250-33EQS 33EQS 20 (S) 0.0400 3 ½"

350SLT250-33 33 20 (S) 0.0346 3 ½"350SLT250-43EQS 43EQS 18 0.0400 3 ½"

350SLT250-43 43 18 0.0451 3 ½"350SLT250-54 54 16 0.0566 3 ½"350SLT250-68 68 14 0.0713 3 ½"350SLT250-97 97 12 0.1017 3 ½"


Web WidthMil Gauge

362SLT250-D20 D20 20 0.0188 3 ⅝"362SLT250-30EQD 30EQD 20 0.0235 3 ⅝"362SLT250-33EQS 33EQS 20 (S) 0.0295 3 ⅝"

362SLT250-33 33 20 (S) 0.0346 3 ⅝"362SLT250-43EQS 43EQS 18 0.0400 3 ⅝"

362SLT250-43 43 18 0.0451 3 ⅝"362SLT250-54 54 16 0.0566 3 ⅝"362SLT250-68 68 14 0.0713 3 ⅝"362SLT250-97 97 12 0.1017 3 ⅝"

400SLT250-D20 D20 20 0.0188 4"400SLT250-30EQD 30EQD 20 0.0235 4"400SLT250-33EQS 33EQS 20 (S) 0.0295 4"

400SLT250-33 33 20 (S) 0.0346 4"400SLT250-43EQS 43EQS 18 0.0400 4"

400SLT250-43 43 18 0.0451 4"400SLT250-54 54 16 0.0566 4"400SLT250-68 68 14 0.0713 4"400SLT250-97 97 12 0.1017 4"


UL Classified for US and Canada UL File No. R25017

Slotted AngleSlotted Curved

Track

Slotted Rake Track

Pitched Slotted Track

Additional Slotted Track Styles

Slotted Track

For Slotted Track allowable lateral load values, contact SCAFCO's engineering department at 509-343-9000 or [email protected].


Web WidthMil Gauge

600SLT250-D20 D20 20 0.0188 6"600SLT250-30EQD 30EQD 20 0.0235 6"600SLT250-33EQS 33EQS 20 (S) 0.0400 6"

600SLT250-33 33 20 (S) 0.0346 6"600SLT250-43EQS 43EQS 18 0.0400 6"

600SLT250-43 43 18 0.0451 6"600SLT250-54 54 16 0.0566 6"600SLT250-68 68 14 0.0713 6"600SLT250-97 97 12 0.1017 6"800SLT250-33 33 20 (S) 0.0346 8"

800SLT250-43EQS 43EQS 18 0.0400 8"800SLT250-43 43 18 0.0451 8"800SLT250-54 54 16 0.0566 8"800SLT250-68 68 14 0.0713 8"800SLT250-97 97 12 0.1017 8”

IAPMOUNIFORM

ES

IAPMOUNIFORM

ES


SLT - Slotted Leg Track

Specified Technologies Inc. (STI)HW-D-0003 HW-D-0034 HW-D-0043 HW-D-0044 HW-D-0054 HW-D-0088HW-D-0099 HW-D-0102 HW-D-0136 HW-D-0137 HW-D-0152 HW-D-0194HW-D-0210 HW-D-0241 HW-D-0242 HW-D-0243 HW-D-0260 HW-D-0485HW-D-0486 HW-D-0548 HW-D-0549 HW-D-0642 HW-D-0644 HW-D-0645HW-D-0646

Tremco IncorporatedHW-D-0016 HW-D-0091

3M CompanyHW-D-0020 HW-D-0021 HW-D-0029 HW-D-0031 HW-D-0101 HW-D-0111HW-D-0134 HW-D-0170 HW-D-0173 HW-D-0205 HW-D-0265 HW-D-0517

Passive Fire Protection Partners (PFPP)HW-D-0024 HW-D-0025 HW-D-0036 HW-D-0062 HW-D-0063 HW-D-0071HW-D-0072 HW-D-0073 HW-D-0162 HW-D-0185 HW-D-0263 HW-D-0271HW-D-0272 HW-D-0278

HILTI Inc.CJ-D-0004 HW-D-0042 HW-D-0045 HW-D-0046 HW-D-0049 HW-D-0076HW-D-0077 HW-D-0082 HW-D-0083 HW-D-0084 HW-D-0085 HW-D-0087HW-D-0089 HW-D-0106 HW-D-0154 HW-D-0184 HW-D-0190 HW-D-0218HW-D-0259 HW-D-0313 HW-D-0322 HW-D-0541 HW-D-0542 HW-D-0564HW-D-0569 HW-D-0570 HW-D-0571 HW-D-0572 HW-D-0640 HW-D0687

John Manville International Inc.HW-D-0047 HW-D-0048 HW-D-0067 HW-D-0068 HW-D-0069 HW-D-0167HW-D-0186 HW-D-0193 HW-D-0195 HW-D-0246 HW-D-0275 HW-D-0277HW-D-0293

RectorsealHW-D-0107 HW-D-0108 HW-D-0144 HW-D-0146 HW-D-0217

United States Gypsum (USG)HW-D-0160

Henkel CorporationHW-D-0183 HW-D-0341

FirestikHW-D-0420 HW-D-0421 HW-D-0453 HW-D-0455 HW-D-0461 HW-D-0462HW-D-0463 HW-D-0475 HW-D-0476 HW-D-0477 HW-D-0480

A/D Fire Protection Systems IncHW-D-0467 HW-D-0468

Grabber Construction Products Inc. HW-D-0532

UL numbers do not apply to the non-standard shapes.Details and information of each individual system can be found in the XHBN section of Volume 2 of the UL Fire Resistance Directory, or can be downloaded from SCAFCO.COM

UL Joint Systems Numbers

2 ½"

½" ½"¼"

1 ½"

1" on center

Slotted Track

#8 Fasteners

Steel Stud12" oc

Single slots ¼" wide x 1 ½" - 2" long

Standard

2 ½"

12" oc

Single slots ¼" wide x 8" long

SLT/SS8

2 ½"

12" oc

Double slots ¼" wide x 8" long

SLT/DS8

12" oc

Offset slots ¼" wide x 6" long

SLT/OS6

12" oc


Standard

2 ½"

12" oc


SLDT/SS8

2 ½"

12" oc


SLDT/DS8

12" oc


SLDT/OS6

Section View Dimensions

Slot Configurations


SDLT - Slotted Deep Leg Track

Features and Benefits• Fire-rated deflection system

• Standard slotted track allows up to 2" of vertical movement

• Custom shapes and slot sizes available

• UL Classified in 14 approved fire-rated systems

• Provides positive attachment for wall strength



• Integrated with traditional wall systems

• Easy installation reduces labor costs

• Web depths between 2 ½" and 8"

Product ApplicationSDLT slotted deep leg track is a fire-rated system for achieving interior and exterior head-of-wall deflection. SCAFCO slotted deep leg track has met the movement and cycling requirements of ANSI/UL 2079, and is UL classified for 1-, 2-, 3-, and 4-hour fire ratings in head-of-wall fire-rated joint systems.


Web WidthMil Gauge

250SDLT325-33EQS 33EQS 20 0.0295 2 ½"250SDLT325-33 33 20 0.0346 2 ½"

250SDLT325-43EQS 43EQS 18 0.0400 2 ½"250SDLT325-43 43 18 0.0451 2 ½"250SDLT325-54 54 16 0.0566 2 ½"250SDLT325-68 68 14 0.0713 2 ½"250SDLT325-97 97 12 0.1017 2 ½"

350SDLT325-33EQS 33EQS 20 0.0295 3 ½"350SDLT325-33 33 20 0.0346 3 ½"

350SDLT325-43EQS 43EQS 18 0.0400 3 ½"350SDLT325-43 43 18 0.0451 3 ½"350SDLT325-54 54 16 0.0566 3 ½"350SDLT325-68 68 14 0.0713 3 ½"350SDLT325-97 97 12 0.1017 3 ½"


Web WidthMil Gauge

362SDLT325-33EQS 33EQS 20 0.0295 3 ⅝"362SDLT325-33 33 20 0.0346 3 ⅝"

362SDLT325-43EQS 43EQS 18 0.0400 3 ⅝"362SDLT325-43 43 18 0.0451 3 ⅝"362SDLT325-54 54 16 0.0566 3 ⅝"362SDLT325-68 68 14 0.0713 3 ⅝"362SDLT325-97 97 12 0.1017 3 ⅝"

400SDLT325-33EQS 33EQS 20 0.0295 4"400SDLT325-33 33 20 0.0346 4"

400SDLT325-43EQS 43EQS 18 0.0400 4"400SDLT325-43 43 18 0.0451 4"400SDLT325-54 54 16 0.0566 4"400SDLT325-68 68 14 0.0713 4"400SDLT325-97 97 12 0.1017 4"


• ASTM: A 653 / A 653M

• 33EQS




• 33 mil




• 43EQS




• 43 mil




• 54 mil




• 68 mil




• 97 mil





UL Classified for US and Canada UL File No. R25017

Slotted AngleSlotted Curved

Track

Slotted Rake Track

Pitched Slotted Track

Additional Slotted Track Styles

For Slotted Track allowable lateral load values, contact SCAFCO's engineering department at 509-343-9000 or [email protected].


Web WidthMil Gauge

600SDLT325-33EQS 33EQS 20 0.0295 6"600SDLT325-33 33 20 0.0346 6"

600SDLT325-43EQS 43EQS 18 0.0400 6"600SDLT325-43 43 18 0.0451 6"600SDLT325-54 54 16 0.0566 6"600SDLT325-68 68 14 0.0713 6"600SDLT325-97 97 12 0.1017 6"800SDLT325-33 33 20 0.0346 8"

800SDLT325-43EQS 43EQS 18 0.0400 8"800SDLT325-43 43 18 0.0451 8"800SDLT325-54 54 16 0.0566 8"800SDLT325-68 68 14 0.0713 8"800SDLT325-97 97 12 0.1017 8"

IAPMOUNIFORM

ES

IAPMOUNIFORM

ES


SDLT - Slotted Deep Leg Track

3 ¼"

½"¼" ¼"

2"

1" oc

Slotted Track

#8 Fasteners

Steel Stud

12" oc


Standard

2 ½"

12" oc


SLT/SS8

2 ½"

12" oc


SLT/DS8

12" oc


SLT/OS6

12" oc


Standard

2 ½"

12" oc


SLDT/SS8

2 ½"

12" oc


SLDT/DS8

12" oc


SLDT/OS6

12" oc


Standard

2 ½"

12" oc


SLT/SS8

2 ½"

12" oc


SLT/DS8

12" oc


SLT/OS6

12" oc


Standard

2 ½"

12" oc


SLDT/SS8

2 ½"

12" oc


SLDT/DS8

12" oc


SLDT/OS6

Section View

Dimensions

Slot Configurations

Specifications

HW-D-0218 HW-D-0259 HW-D-0264 HW-D-0388 HW-D-0538 HW-D-0539HW-D-0569 HW-D-0570 HW-D-0571 HW-D-0634 HW-D-0636 HW-D-0639HW-D-0640

UL Joint Systems Numbers

UL numbers do not apply to the non-standard shapes.Details and information of each individual system can be found in the XHBN section of Volume 2 of the UL Fire Resistance Directory, or can be downloaded from SCAFCO.COM.

¾" Min Gap 1 ¾" Max Gap

1" Stud Length Tolerance

#8 Wafer Head SMS Each Flange Each Stud in Slot (TYP)

Min StudGap

Max StudGap

3 ¼" Slotted Deep Leg Track (SDLT) W/ ¼" x 2" Slots

± 3/16"Screw

PositionTolerance

¾" CLR Req’d

¾" CLR Req’d

¼"

Wall Stud Per Plan

¼" MinEdge DistReq’d

3 ¼"

¾" CLRReq’d

- 3/16" ScrewPosition Tolerance


TTDS -Track-in-Track Deflection System

Features and Benefits• Standard track-in-track deflection system allows up to 1" of

vertical movement



Product ApplicationTTDS track-in-track deflection system is a two-piece assembly that accommodates deflection of exterior curtain walls and interior partition walls. The outer track is custom-made with a deeper leg and wider web width typically installed to the underside of the floor decking. A pre-constructed wall assembly slides into the deep leg track, and is designed to allow a gap at the top for deflection. The track-in-track assembly cannot be used in axial load-bearing conditions or above continuous window/header spandrels.

3 ½" Stud Width TTDS Part No. SSMA Reference Thickness Outer Track Size

(in)Weight (lbs/ft)Mil Gauge Inches

TTDS

350T250-33 / 362T200-33 33 20 0.0346" 2 ⅝" 1.70350T250-43 / 362T200-43 43 18 0.0451" 2 ⅝" 2.21350T250-54 / 362T200-54 54 16 0.0566" 2 ⅝" 2.78350T250-68 / 375T200-68 68 14 0.0713" 2 ¾" 3.53350T250-97 / 375T200-97 97 12 0.1017" 2 ¾" 5.03

2 ½" Stud Width TTDS Part No. SSMA Reference Thickness Outer Track Size (in) Weight (lbs/ft)Mil Gauge Inches

TTDS

250T250-33 / 262T200-33 33 20 0.0346" 2 ⅝" 1.47250T250-43 / 262T200-43 43 18 0.0451" 2 ⅝" 1.92250T250-54 / 262T200-54 54 16 0.0566" 2 ⅝" 2.41250T250-68 / 275T200-68 68 14 0.0713" 2 ¾" 3.06250T250-97 / 275T200-97 97 12 0.1017" 2 ¾" 4.37

Order Information

Track-in-Pitch Track Specify P° when orderingExample: 612T250-33-P

Standard Track-in-Track


• ASTM A653/A1003/C645

• 33 mil




• 43 mil




• 54 mil




• 68 mil




• 97 mil




2 ½" Leg Inner Track

2" Leg Outer Track

Px˚

Track-in-Track Types

Track-in-Track Deflection System


TTDS - Track-in-Track Deflection System

8" Stud Width TTDS Part No. SSMA Reference Thickness Size


TTDS

800T250-33 / 812T200-33 33 20 0.0346" 8 ⅛" 2.71800T250-43 / 812T200-43 43 18 0.0451" 8 ⅛" 3.53800T250-54 / 812T200-54 54 16 0.0566" 8 ⅛" 4.43800T250-68 / 825T200-68 68 14 0.0713" 8 ¼" 5.61800T250-97 / 825T200-97 97 12 0.1017" 8 ¼" 8.00



TTDS

600T250-33 / 612T200-33 33 20 0.0346" 6 ⅛" 2.26600T250-43 / 612T200-43 43 18 0.0451" 6 ⅛" 2.94600T250-54 / 612T200-54 54 16 0.0566" 6 ⅛" 3.69600T250-68 / 625T200-68 68 14 0.0713" 6 ¼" 4.68600T250-97 / 625T200-97 97 12 0.1017" 6 ¼" 6.68



TTDS

400T250-33 / 412T200-33 33 20 0.0346" 4 ⅛" 1.81400T250-43 / 412T200-43 43 18 0.0451" 4 ⅛" 2.36400T250-54 / 412T200-54 54 16 0.0566" 4 ⅛" 2.96400T250-68 / 425T200-68 68 14 0.0713" 4 ¼" 3.76400T250-97 / 425T200-97 97 12 0.1017" 4 ¼" 5.36

3 ⅝" Stud Width TTDSPart No. SSMA Reference Thickness Size


TTDS

362T250-33 / 375T200-33 33 20 0.0346" 3 ¾" 1.72362T250-43 / 375T200-43 43 18 0.0451" 3 ¾" 2.25362T250-54 / 375T200-54 54 16 0.0566" 3 ¾" 2.82362T250-68 / 387T200-68 68 14 0.0713" 3 ⅞" 3.58362T250-97 / 387T200-97 97 12 0.1017" 3 ⅞" 5.11

5 ½" Stud Width TTDSPart No. SSMA Reference Thickness Size


TTDS

550T250-33 / 562T200-33 33 20 0.0346" 5 ⅝" 2.15550T250-43 / 562T200-43 43 18 0.0451" 5 ⅝" 2.80550T250-54 / 562T200-54 54 16 0.0566" 5 ⅝" 3.51550T250-68 / 575T200-68 68 14 0.0713" 5 ¾" 4.45550T250-97 / 575T200-97 97 12 0.1017" 5 ¾" 6.35


Ponywall Support

Product ApplicationSCAFCO's Ponywall supports are manufactured from prime domestic steel and assembled with certified welds, providing superior strength and durability. Its unique rigid design and ease of installation makes it the preferred choice over conventional Ponywall construction methods. Ponywall supports are stocked in 34", 48", and 60" heights but can be special ordered to meet required design specifications.


• ASTM A653/A653M

The upright support stud is made from a 362S250-97

stud centered and welded to the base plate

3 ⅜"⅝"

14"


• Standard heights are 34", 48", and 60"

• Custom heights available

• Welded construction

• Support Stud

◦ 97 mil




• Base Plate

◦ 168 mil




Ponywall Support


DT - Drain Track

Product Application DT drain track is designed to allow water to drain from the bottom track of a wall that is exposed to rain or snow while under construction. Small punchouts have been staggered at the outer bottom edge of the track at 20" oc on both sides. No special layout or design is required when using drain track.

Features and Benefits• Available in all standard track sizes

• Allows for drainage of water in the track

• Eliminates concerns of mildew or mold

• Labor free

• Fastener locations not are affected

• Rigid and won't collapse while handling


600 DT 150 43 10

6" Web Width

1 ½" Leg Depth

Length in ft

43 milDrain Track

- -

20" oc20" oc

10" stagger

⅝"

¾"

Drain track complies with standard SSMA nomenclature using the letters DT as the product identification. Follow the example above when ordering drain track.

Drain Punchout Dimensions

Drain Track


Z-Furring

Pitch Track

Custom Brake Shapes

Product Application SCAFCO offers a broad selection of custom brake shapes for a wide range of construction applications. Each shape is custom-made to match precise dimensions needed by using advanced forming equipment.

When ordering custom brake shapes, identify inside and outside measurements, as well as any angles or punchouts required.

Features and Benefits• Corrosion-resistant galvanized-coated steel

• Manufactured exclusively to drawings and specifications

• Flat stock sheets available

Any Angle at Any Degree

Deep Leg Track

Hat Channel

Various Custom Shapes

Large Variety of Clips and Stiffening Plates


• ASTM: A653/A653M

• 30EQD




• 30 mil




• 33EQS




• 33 mil




• 43EQD




• 43 mil




• 54 mil




• 68 mil




• 97 mil




• 127 mil




• Additional mil thickness: 145, 168, 200, and 220

Custom Brake Shapes


Header and Kwik-JambOrder Form

Customer InfoSold To Job Name

Contact Name and Number

Customer PO Order Number

Header and Kwik-Jamb

Inte

rior

Fr

amin

g

- Interior Pressure 5 psf 7.5 psf 10 psf OtherDeflection Guide (Check One)

L/120

L/240

L/360

- Wall Stud Spacing 12" oc 16" oc 24" oc

- Stud Size (WEB) 3 ⅝" 4" 6" 8" Other

Exte

rior

Fr

amin

g

- Wind Load psf Deflection Criteria

Finish Material

Unknown (Technical services will contact you for more info.)

- Wall Stud Spacing 12" oc 16" oc 24" oc

- Stud Size (WEB) 3 ⅝" 4" 6" 8" Other

Parapet Height

Opening Width

*Sill Height

Opening Height

Wall Height

*Make doorsill height 0'.

L/180

L/240

L/360

L/600

E.I.F.S.

Stucco

Metal

Brick

Notes / Special Instructions (To assure accuracy, PLEASE provide plan details. For extended service contact [email protected])

Fax/email this form to your SCAFCO branch or District Sales Manager

Customer Signature


Perfect Curve™ Order Form




Item No.

Splice Tabs Welded No. of

PiecesThickness

(Mil)Length

(L)Web Depth

(W)Leg Height

(H)Inside Radius

(IR)Outside Radius

(OR)Part No.

(Office Use)

1.

2.

3.

4.

5.

6.


Customer Signature Fax/email this form to your SCAFCO branch or District Sales Manager

W

H

L

IROR

Connection Rivets

Optional Splicing Tab

Standard Components *1½" Leg Height (H) *Steel Rivets 4" oc *10' Lengths (12' Max) *1⅝" Web Min. (W)

Curved Track






Item No.

Leg Splice Tabs Welded No. of

PiecesThickness

(Mil)Length

(L)Web Depth

(W)Leg Height

(H)Inside Radius

(IR)Outside Radius

(OR)Part No.

(Office Use) In Out1.

2.

3.

4.

5.

6.



OptionalSplicing Tab

ConnectionRivets

IR OR

L

IR OR

Leg In Leg Out

H

W

H

W

Standard Components *1½" Leg Height (H) *Steel Rivets 4" oc *10' Lengths (12' Max)

L

Arched Track



Item No.

Type Welded No. of Circles

Thickness (Mil)

Web Depth (W)

Leg Height (H)

Inside Radius (IR)

Outside Radius (OR)

Part No. (Office Use)CT LI LO

1.

2.

3.

4.

5.

6.


Office Use Only

Approximate Length Each Piece:

Number of Pieces Per Circle:

Total Length:


Splicing Tab

IROR

Curve TrackCT

Arched Leg InLI

Arched Leg OutLO




Circle Track



Item No.

Leg Welded No. of Pieces

Thickness (Mil)

Length (L)

Leg Height (H1)

Leg Height (H2)

Inside Radius (IR)

Outside Radius (OR)

Part No. (Office Use)In Out

1.

2.

3.

4.

5.

6.



Leg Out

ConnectionRivets

IR OR

L

Leg InH2

H1

H2

H1

ORIR

L





Curved Angle



Customer Info

Item No. Finish Side Welded No. of Pieces

Thickness (Mil)

Length (L)

Width (W)

Leg Height (H1)

Leg Height (H2)

Inside Radius (IR)

Outside Radius (OR)

Part No. (Office Use)Up Down

1.

2.

3.

4.

5.

6.



IR

OR

LStandard Components *1½" Leg Height (H) *Steel Rivets 4" oc *10' Lengths (12' Max) *1⅝" Web Min. (W)

FinishedSide Up

WH2

H1

FinishedSide Down

W

H2

H1

Sold To Job Name



Curved Z Track

O.R.I.R.

FINISH SIDE UPFINISH SIDE DOWN

O.R.

I.R.

IR

OR

LStandard Components *1½" Leg Height (H) *Steel Rivets 4" oc *10' Lengths (12' Max) *1⅝" Web Min. (W)

FinishedSide Up

WH2

H1

FinishedSide Down

W

H2

H1



Customer Info

Item No. Finish Side Welded No. of Pieces

Thickness (Mil)

Length (L)

Width (W)

Leg Height (H1)

Leg Height (H2)

Inside Radius (IR)

Outside Radius (OR)

Part No. (Office Use)Inside Outside

1.

2.

3.

4.

5.

6.



IR

OR

L


Finished InsideW

H2

H1

Finished Outside

H2

H1

W

Sold To Job Name



Arched Z TrackFINISH OUT

HEIGHT

LEG 1

LEG 2

FINISH IN

HEIGHT

LEG 1

LEG 2

FINISH IN OUT

HEIGHT

LEG 2

LEG 1

I.R.

L

O.R.

FINISH IN OUT

HEIGHT

LEG 1

LEG 2

I.R.

O.R.

IR

OR

L


Finished InsideW

H2

H1

Finished Outside

H2

H1

W

Catalog No. 200A

Steel Framing CatalogClips, Connectors, and Specialty Products

Connection Clips Curved Products Priceless Header andKwik-Jamb System

Priceless Headers

Attach Saddle Clip1 Fasten Header

Assembly2Attach Header

Assembly3

Easy as:

Priceless HeadersThe Priceless Header and Kwik-Jamb system is making a huge impact on jobsites with its fast installation and flush finish. All headers are uniform making it easy for the inspection process.

The system consists of a single or double piece horizontal member and connection clip, both manufactured from prime steel that is 57 ksi yield strength and mill certified. The connection clip simply attaches to the jamb stud and allows for the Header to slide in creating a flush finish; something you do not get with a traditional header.

Look for more information on Priceless Headers on pages 44 - 49.

SCAFCO.COMSS1008E0416

Fasten Header 2 Assembly 1Saddle Clip 3 Assembly · SCAFCO products offer a series of high quality...

Documents

Transcript of Fasten Header 2 Assembly 1Saddle Clip 3 Assembly · SCAFCO products offer a series of high quality...