Table of Contents. General Information (Pages 4-7) Secure Clips, Struts, & Plates (Pages 17-33) Certifications (Pages 8-9)

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2 Table of Contents General Information (Pages 4-7) Industry Benefits Page 4 Credentials Page 4 Load Paths Page 4 General Product Information Page 5 Patented Products Page 5 Return Policy Page 5 Limited Warranty Page 5 Material Thickness Page 6 Screw Load Tables Page 6 Weld Load Tables Page 6 Submittal Builder Page 7 Secure Clips, Struts, & Plates (Pages 17-33) Bypass Secure Clip AC Page 17, 18 Load Bearing Strut AS Page 19 Certifications (Pages 8-9) Certification of Material Page 8 LEED Certification Page 9 Deflection Clips (Pages 10-16) Wall Tie Secure Clip WT Page 20 Floor Anchor Clip FA Page 21 Bypass Slide Clip PLC1 Page 10, 11 Bypass Slide Clip PLC2 Page 12, 13 Multi-Use Clip MA, MB, MC Page Bridge Clip BC Page 28 Bypass Slide Strut PLS1 Page 14 Bypass Slide Strut PLS2 Page 15 Trust Tie TT Page 29, 30 Header Gusset Plate HG Page 31 Head-of-Wall Slide Clip ISC Page 16 Secure Strap SS Page 32 Web Stiffener Track WST Page 33 2 Additional Information

3 Table of Contents Backing & Blocking (Page 34) Shaftwall (Pages 46-47) Kwik-Back KB Page 34 Pre-Formed Header (Pages 35-41) Shaft Wall Page 46, 47 Deflection Track Systems (Pages 48-51) Pre-Formed Header HDR Pages Slotted Track Page 48, 49 Track-in-Track TTDS Page 50, 51 Curved Products (Pages 42-43) Misc. Specialty Products (Pages 52-54) Perfect-Curve Wall Products Page 42, 43 Jamb Stud (Pages 44-45) Drain Track DT Page 52 Custom Brake Shapes & Punches Page 53 Jamb Stud Page 44, 45 Kwik-Bridge Punch K Page 54 Product Ordering Information (Pages 55-63) Packaging and Order Information Page Perfect-Curve Track Order Form Page 58 Perfect-Arched Track Order Form Page 59 Perfect-Curved Angle Order Form Page 60 Perfect-Circle Order Form Page 61 Priceless Header Order Form Page 62 SCAFCO Locations Map Page 63 Additional Information 3

4 General Information Company & Product Information I n d u s t r y Be n e f i t s SCAFCO s product line of connectors and specialty products are all designed and manufactured to resist many types of load challenges. Priceless is also capable of designing and manufacturing non-standard specialty products for any application. TM SCAFCO delivers absolute satisfaction and improvement to the steel framing industry by: Delivering Top Quality Products Drastically reducing labor and installation costs Manufacturing products that are independently tested and in accordance with ICBO AC 13. Reducing waste with precise product lengths Guaranteeing extensive durability and quality C r e d e n t i a l s 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 most installations of floors, load bearing walls, curtain walls and roof trusses. SCAFCO products are engineered to ensure and provide the most efficient load transfer paths. These provisions unite designer requirements while maintaining profitable benefits for the contractor. The Light Steel Framing Industry demands improved solutions for connection configurations. 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 designer and installer needs. SCAFCO products are independently tested and are in accordance with ICBO AC 13 and may be obtained by contacting SCAFCO s engineering department at (888) L o a d Pa t h s All product load capacities are calculated per North American Specification for the Design of Cold Formed Steel Structural Members edition with 2004 supplement (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. F 1 F1 = Out-Of-Plane Lateral Load F2 = In-Plane Lateral Load F3 = Direct Vertical & Uplift Load F 2 F 3 4 Additional Information

5 Terms, Conditions and Limited Warranty G e n e r a l Pr o d u c t In f o r m a t i o n Products identified in this catalog ( Product(s) ) 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. TM General Information 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. P a t e n t e d Pr o d u c t s a n d Te c h n o l o g y SCAFCO Products and technology are protected by United States and international patent laws, including U.S. patent and patents pending. R e t u r n Po l i c y 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 F.O.B. destination, freight prepaid by customer; and (v) payment of a 25% 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 Jamb Stud products. L i m i t e d Wa r r a n t y 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. Additional Information 5

6 General Information General Product Information T h i c k n e s s - St e e l Co m p o n e n t s Minimum Thickness 1 (mils) Design Thickness (in) Inside Corner Radii (in) Reference Only No Drywall Structural TM 1 Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site based on Section A3.4 of the 1996 AISI Specification. S c r e w Ta b l e No t e s 1. Screw spacing and edge distance shall not be less than 3 x D. (D = Nominal screw diameter) 2. The allowable screw values are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 4. The nominal strength of the screw must be at least 3.75 times the allowable loads. 5. Values include a 3.0 factor of safety. 6. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with screw manufacturer s recommendations. Steel Design Thickness (in) Steel Properties Allowable Loads for Connections (lbs/screw) No. 12 No. 10 No. 8 No. 6 Dia. = (in) Dia. = 0.190(in) Dia. = (in) Dia. = (in) Fy Fu Shear Pullout Shear Pullout Shear Pullout Shear Pullout We l d Ta b l e No t e s Weld Capacity NASPEC with 2004 Supplement Steel Weld Type Nominal Thickness Fy Fu Weld Fillet Flare Groove Size Fxx Limit mil Design Longitudinal 1 Transverse (E60xx) 3 Longitudinal 2 Transverse Fxx Limit (E60xx) / NA NA / NA NA / NA NA / * * / * * / NA NA / NA NA /8 1269* 1269* * 1402* /8 1550* 1550* * 1712* Weld capacities based on AISI, section E2. 2. When connecting materials of different metal thickness or tensile strength (Fu), the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. 5. Allowable loads based on E60xx electrodes. 6. When connecting materials of different steel thickness or tensile strength (Fu), the lowest applicable values should be used. 7. * Where shown indicates that weld capacity is controlled by electrode tensile strength, Fxx = 60 ksi. Only applies to welds of materials > 0.10 thick. 6 Additional Information

7 SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. SCAFCO reserves the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this submittal. Please contact SCAFCO to verify product availability. SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. SCAFCO reserves the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this submittal. Please contact SCAFCO to verify product availability. SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. SCAFCO reserves the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this submittal. Please contact SCAFCO to verify product availability. SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. SCAFCO reserves the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this submittal. Please contact SCAFCO to verify product availability. SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. SCAFCO reserves the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this submittal. Please contact SCAFCO to verify product availability. Submittal Builder Cut Sheet Available at Product Specification Sheet ICC ER-4943P Project Information: Contractor Information: ABC BUILDING Project Name: Company Name: ABYZ Product Specification Sheet RENOVATION CONSTRUCTION Contact Name: JOHN DOE ICC ER-4943P Project Number: FA Address: 00 S FIRST STREET Address: 0000 N MAIN STREET City, State Zip: TACOMA, WA City: SEATTLE Phone: Project Information: Contractor Information: State: WA Fax: ABC BUILDING Product Specification Sheet Project Name: Company Name: ABYZ CONSTRUCTION RENOVATION Contact Name: JOHN DOE SCAFCO Designation ICC ER-4924 Project Number: FA Address: 00 S FIRST STREET Address: 0000 N MAIN STREET City, State Zip TACOMA, WA F Project Information: Contractor Information: City: SEATTLE Phone: Properties ABC BUILDING SSMA Product Code 150F Design Thickness Project Name: inrenovation Company Name: ABYZ State: WA Fax: CONSTRUCTION Web 1.25 in 33 KSI Contact Name: JOHN DOE Flange in 33 mils SCAFCO Designation Project Number: FA Address: 00 S FIRST STREET Address: 20 gauge 0000 N MAIN STREET City, State Zip: TACOMA, WA Section Properties City: SEATTLE Phone: T Gross Section Properties State: WA Fax: Cross Sectional Area A 0.17 in^2 SCAFCO Designation Properties Effective Properties SSMA Product Code 362T Steel Thickness in Moment of Inertia about the X-X Axis Ixx in^4 250IS Web in Stren th 50 KSI Allowable Bending Moment Ma ft-lb Properties Flange 1.5 in 54 mils 1. Minimum bare metal thickness is 95% of design thickness. Weight 1.27 lb/ft Gau e 16 gauge 2. Moment of inertia given is for deflection calculations. SSMA Product Code 250IS Stren 33 KSI 3. Effective properties are given as the minimum value for either positive or negative bending. Web 2.50 in 18 mils Section Properties 4. Effective properties based on Fy = 33 ksi. 25 gauge Hat Furring (F) Channel Allowable Ceiling Spans L/240 Product Specification Sheet Gross Section Properties Allowable Wall Heights for Shaftwall 1 Cross Sectional Area A in^2 Applied Load Type of Fire- Design Load ICC ER-4943P Moment of Inertia about the X-X axis Ixx in^4 4 psf 6 psf 13 psf Spans Resistive Radius of Inertia about the X-X axis Rx in Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Member Assembly Deflection 5psf 7.5psf 10psf 15psf Moment of Inertia about the Y-Y axis Iyy 0.08 in^4 L/120 13' - 10" 9' - 1" 7' - 10" 6' - 4" Single 9'-8" 8'-9" 7'-8" 8'-5" 7'-8" 6'-8" 6'-6" 5'-11" 5'-2" Pro ject Information: Contractor Information: Radius of Gyration about the Y-Y axis Ry in 250IS hour L/240 11' - 2" 9' - 1" 7' - 10" 6' - 4" Multiple 11'-11" 10'-10" 9'-5" 10'-5" 9'-5" 8'-3" 8'-0" 7'-3" 5'-11" L/360 10' - 0" 8' - 9" 7' - 10" 6' - 4" ABC BUILDING Torsional Section Properties Project Name: Company Name: ABYZ CONSTRUCTION L/120 14' - 4" 11' - 8" 10' - 2" 8' - 7" RENOVATION Distance from Shear Center to Neutral Axis Xo in (Hat) Furring (F) Channel Allowable Ceiling Spans L/ IS hour L/240 12' - 5" 10' - 10" 9' - 10" 8' - 7" Contact Name: JOHN DOE St. Venant Torsion Constan J x in^4 Applied Load L/360 10' - 10" 9' - 6" 8' - 8" 7' - 6" Pro ject Number: FA Address: 00 S FIRST STREET Warping Constan Cw in^6 4 psf 6 psf 13 psf Address: 0000 N MAIN STREET City, State Zi p: TACOMA, WA Radii of Gyration Ro in Spans 1. Allowable heights are based on transverse load tests complying with ICBO AC86, with studs spaced a maximum of 24 inches on center. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. 2. Limiting height is based on the lesser height of deflection or strenth. City: SEATTLE Phone: Torsional Flexural Constan ß Limiting heights with deflection greater than 14 feet are based on strength results of 14-foot assemblies. State: WA Fax: Effective Section Properties Single 8'-5" 7'-8" 6'-8" 7'-4" 6'-8" 5'-10" 5'-8" 5'-2" 4'-6" Moment of Inertia about the X-X Axis Ixx in^4 Multiple 10'-5" 9'-5" 8'-3" 9'-1" 8'-3" 7'-2" 7'-0" 6'-4" 5'-7" Allowable ceiling spans based on effective properties. Maximum Horizontal Spans Using I-Stud Effective Section Modulus about the X-X Axis Sx in^3 1,3 SCAFCO Designation Mulitple span indicates two or more equal spans with channel continuous over center support. Allowable Bending Momen Ma 9.74 in- Horizontal Membrane Bearing length = 0.75". Member Corridor Ceiling and Sair Soffit 2 and Duct Protection 3,4 One-Hour-Rated 5 Two-Hour-Rated 6 Two-Hour-Rated 7 600S IS ' - 10" 8' - 8" 7' - 6" Properties 1. Systems are designed to support their own dead weight only, and should not be used where there is access to an attic or loft space above, or anywhere else where there is any storage SCAFCO Steel Stud Manufacturing Company SCAFCO Steel Stud Manufacturing probability Company of storage above. SSMA Product Code 600S Design Thickness in 6200 East Main Avenue 6200 East Main Avenue 2. Load of 10 lb per square foot and deflection limitaion of L/360. Web 6 in 33 KSI Spokane, WA Load of 15 lb per square foot and deflection limitation of L/360. Spokane, WA Ducts must be designed as a separate system and are not part of a floor/ceiling or roof/ceiling assembly. Flan ge in 43 mils (509) (509) See ICC ER Figure 4 for detail. Minimm 5/8-inch-thick HARDIROCK Fire-X gypsum panel. Weight 1.52 lb/ft Gau ge 18 gauge (509) (509) See ICC ER Figure 2 for detail. Minimum 1/2 inch-thick HARDIROCK Max "C" gypsum panel. 7. See ICC ER Figure 7 for detail. Section Properties Gross Section Properties Cross Sectional Area A in^2 Moment of Inertia about the X-X axis Ixx in^4 Radius of Inertia about the X-X axis Rx in SCAFCO Steel Stud Manufacturing Company Moment of Inertia about the Y-Y axis Iyy in^ East Main Avenue Radius of Gyration about the Y-Y axis Ry in Spokane, WA Torsional Section Pro perties Ph: (509) Fax: (509) Distance from Shear Center to Neutral Axis Xo in St. Venant Torsion Constant J x in^4 Warping Constant Cw in^6 Radii of Gyration Ro in Torsional Flexural Constant ß Effective Section Properties Moment of Inertia about the X-X Axis Ixx in^4 Effective Section Modulus about the X-X Axis Sx in^3 Allowable Bending Moment Ma in-k Limiting Wall Heights - Curtain Wall Spacing 5 psf 15 psf 20 psf 25 psf (in) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/ ' 3" 31' 2" 27' 3" 21' 7" 18' 10" 15' 11" 19' 7" 17' 2" 14' 5" 18' 2" 15' 11" 13' 5" 16 35' 8" 28' 4" 24' 9" 19' 7" 17' 2" 14' 5" 17' 10" 15' 7" 13' 1" 16' 6" 14' 5" 12' 2" 24 31' 2" 24' 9" 21' 7" 17' 2" 14' 11" 12' 7" 15' 7" 13' 7" 11' 5" 14' 5" 12' 7" 10' 8" "f" denotes stress controlled section, all other sections are deflection controlled Fe a t u r e s & Be n e f i t s Includes Section Project Properties and Contractor information presenting a Gross Section Properties complete Cross valid Sectional submittal Area sheet A in^2 Moment of Inertia about the X-X axis Ixx in^4 Provides Radius specific of Inertia about specifications the X-X axis for exact Rx members 0.71 in in use Moment of Inertia about the Y-Y axis Iyy in^4 Radius of Gyration about the Y-Y axis Ry in Clean legible submittal sheets Effective Properties Moment of Inertia about the X-X Axis Ixx in^4 In accordance with SSMA specifications 2. Moment of inertia is for deflection calculations. A b o u t 4. Su Effective b properties m i based t on t Fy a = 33 l ksi. Bu i l d e r SCAFCO Steel Stud Manufacturing has developed a quick and easy process for gathering specific submittal data sheets without depending on others to either mail, fax U-Channel or . Allowable Online Ceiling at Spans L/360 you'll find "Submittal Builder". Submittal Builder doesn't require any downloading nor does it save Allowable ceiling spans based on effective properties. personal Multiple information. span indicates two more Currently, equal spans with channel Submittal continuous over center support Builder Bearing length = 0.75". Table values based the compression flange laterally unsupported. will produce specification for Track, Studs, Furring Channel, U-Channel, and I-Studs. The first step in submittal. Please contact SCAFCO to verify product availability. building your submittal is to enter project information you may want to show on the submittal, Spokane, WA and East Main Avenue 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. Product Specification Sheet ICC ER-4943P Spacing 30 psf 35 psf 40 psf 50 psf (in) o.c. L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/ ' 2" 14' 11" 12' 7" 16' 3" 14' 2" 12' 0" 15' 7" 13' 7" 11' 5" 14' 5" 12' 7" 10' 8" 16 15' 7" 13' 7" 11' 5" 14' 9" 12' 11" 10' 11" 14' 2" 12' 4" 10' 5" 13' 1" 11' 5" 9' 8" 24 13' 7" 11' 10" 10' 0" 12' 11" 11' 3" 9' 6" 12' 4" 10' 9" 9' 1" 11' 5" 10' 0" 8' 5" NOTES: 1. Lateral loads multiplied by 0.75 for strength determination per AISI A Check end reactions for web crippling. 3. Limiting heights based on continuous support of each flange over the full length of the stud. 4. Heights based on steel properties only. 5. Values based on Fy = 33 ksi. Project Information: Contractor Information: Project Name: ABC BUILDING RENOVATION Company Name: ABYZ CONSTRUCTION Contact Name: JOHN DOE Project Number: FA Address: 00 S FIRST STREET Address: 0000 N MAIN STREET City, State Zip TACOMA, WA City: SEATTLE Phone: State: WA Fax: SCAFCO Designation 200U50-54 Properties SSMA Product Code 200U50-54 Design Thickness in Web in 33 KSI Flange 0.5 in 54 mils 16 gauge Effective Section Modulus about the X-X Axis Sx in^3 Allowable Bending Moment Ma ft-lb Notes: 1. Minimum bare metal thickness is 95% of design thickness. 3. Effective properties are given as the minimum value for either positive or negative bending. U-Channel Allowable Ceiling Spans L/240 4 psf 6 psf 13 psf 15 psf Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c Single Span 5'-9" 5'-1" 4'-7" 4'-3" 4'-0" 5'-1" 4'-5" 4'-0" 3'-9" 3'-6" 3'-11" 3'-5" 3'-2" 2'-11" 3'-9" 3'-4" 3'-0" 2'-10" Multiple Span 7'-9" 6'-9" 6'-2" 5'-8" 5'-4" 6'-9" 5'-11" 5'-4" 5'-0" 4'-8" 5'-3" 4'-7" 4'-2" 3'-10" 5'-0" 4'-4" 4'-0" 3'-8" 4 psf 6 psf 13 psf 15 psf Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c Single Span 5'-9" 5'-1" 4'-7" 4'-3" 4'-0" 5'-1" 4'-5" 4'-0" 3'-9" 3'-6" 3'-11" 3'-5" 3'-2" 2'-11" 3'-9" 3'-4" 3'-0" 2'-10" Multiple Span 7'-9" 6'-9" 6'-2" 5'-8" 5'-4" 6'-9" 5'-11" 5'-4" 5'-0" 4'-8" 5'-3" 4'-7" 4'-2" 3'-10" 5'-0" 4'-4" 4'-0" 3'-8" Additional Information Product Specification Sheet ICC ER-4943P Project Information: Contractor Information: ABC BUILDING Company Name: ABYZ Project Name: RENOVATION CONSTRUCTION Contact Name: JOHN DOE Project Number: FA Address: 00 S FIRST STREET Address: 0000 N MAIN STREET City, State TACOMA, WA Zip City: SEATTLE Phone: State: WA Fax: SCAFCO Designation 200U50-54 Properties SSMA Product Code 200U50-54 Design Thickness in Web in 33 KSI Flange 0.5 in 54 mils 16 gauge Section Properties Gross Section Properties Cross Sectional Area A in^2 Moment of Inertia about the X-X axis Ixx in^4 Radius of Inertia about the X-X axis Rx 0.71 in Moment of Inertia about the Y-Y axis Iyy in^4 Radius of Gyration about the Y-Y axis Ry in Effective Properties Moment of Inertia about the X-X Axis Ixx in^4 Effective Section Modulus about the X-X Axis Sx in^3 Allowable Bending Moment Ma ft-lb U-Channel Allowable Ceiling Spans L/240 Single Span 5'-9" 5'-1" 4'-7" 4'-3" 4'-0" 5'-1" 4'-5" 4'-0" 3'-9" 3'-6" 3'-11" 3'-5" 3'-2" 2'-11" 3'-9" 3'-4" 3'-0" 2'-10" Multiple Span 7'-9" 6'-9" 6'-2" 5'-8" 5'-4" 6'-9" 5'-11" 5'-4" 5'-0" 4'-8" 5'-3" 4'-7" 4'-2" 3'-10" 5'-0" 4'-4" 4'-0" 3'-8" Product Specification Sheet ICC ER-4943P 4 psf 6 psf 13 psf 15 psf Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c '-11" 5'-4" 5'-0" 4'-8" 5'-3" 4'-7" 4'-2" 3'-10" 5'-0" 4'-4" 4'-0" 3'-8" U-Channel Allowable Ceiling Spans L/360 4'-5" 4'-0" 3'-9" 3'-6" 3'-11" 3'-5" 3'-2" 2'-11" 3'-9" 3'-4" 3'-0" 2'-10" Project Information: Single Span 5'-9" 5'-1" 4'-7" 4'-3" 4'-0" 5'-1" Multiple Span 7'-9" 6'-9" 6'-2" 5'-8" 5'-4" 6'-9" Contractor Allowable ceiling spans based Information: on effective properties. Project Name: Multiple span indicates two or more equal spans with channel continuous over center support Bearing length = 0.75". ABC BUILDING Table values based on the compression flange laterally unsupported. RENOVATION Company Name: ABYZ CONSTRUCTION Contact Name: JOHN DOE Project Number: FA Address: SCAFCO Steel Stud Manufacturing Company 00 S FIRST 6200 STREET East Main Avenue Address: 0000 N MAIN STREET City, State Zip Spokane, WA TACOMA, Ph: WA (509) Fax: (509) City: SEATTLE Phone: State: WA Fax: SCAFCO Designation 200U50-54 Properties SSMA Product Code 200U50-54 Design Thickness in Web in 33 KSI Flange 0.5 in 54 mils 16 gauge Section Properties Gross Section Properties Cross Sectional Area A in^2 Moment of Inertia about the X-X axis Ixx in^4 Radius of Inertia about the X-X axis Rx 0.71 in Moment of Inertia about the Y-Y axis Iyy in^4 Radius of Gyration about the Y-Y axis Ry in Effective Properties Moment of Inertia about the X-X Axis Ixx in^4 Effective Section Modulus about the X-X Axis Sx in^3 Allowable Bending Moment Ma ft-lb Notes: Minimum 1. bare metal thickness is 95% of design thickness. 2. Moment of inertia is for deflection calculations. 3. Effective properties are given as the minimum value for either positive or negative bending. SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should 4. not Effective be used properties in design based or construction Fy = 33 ksi. without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. U-Channel SCAFCO reserves the Allowable right to make modifications Ceiling Spans L/240 and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this 4 psf 6 psf 13 psf 15 psf Channel Spacing (in) o.c. Channel Spacing Spacing Spacing (in) o.c. Channel (in) o.c. Channel (in) o.c. SCAFCO Steel Stud Manufacturing Company Single Span 5'-9" 5'-1" 4'-7" 4'-3" 4'-0" 5'-1" 4'-5" 4'-0" 3'-9" 3'-6" 3'-11" 3'-5" 3'-2" 2'-11" 3'-9" 3'-4" 3'-0" 2'-10" Multiple Span 7'-9" 6'-9" 6'-2" 5'-8" 5'-4" 6'-9" 5'-11" 5'-4" 5'-0" 4'-8" 5'-3" 4'-7" 4'-2" 3'-10" 5'-0" 4'-4" 4'-0" 3'-8" Ph: (509) Fax: (509) U-Channel Allowable Ceiling Spans L/360 4 psf 6 psf 13 psf 15 psf Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c. Channel Spacing (in) o.c Single Span 5'-9" 5'-1" 4'-7" 4'-3" 4'-0" 5'-1" 4'-5" 4'-0" 3'-9" 3'-6" 3'-11" 3'-5" 3'-2" 2'-11" 3'-9" 3'-4" 3'-0" 2'-10" Multiple Span 7'-9" 6'-9" 6'-2" 5'-8" 5'-4" 6'-9" 5'-11" 5'-4" 5'-0" 4'-8" 5'-3" 4'-7" 4'-2" 3'-10" 5'-0" 4'-4" 4'-0" 3'-8" Allowable ceiling spans based on effective properties. Multiple span indicates two or more equal spans with channel continuous over center support Bearing length = 0.75". Table values based on the compression flange laterally unsupported. SCAFCO Disclaimer: All data, specifications and detail contained in this publication are intended as a general guide for using SCAFCO s products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. SCAFCO assumes no liability for failure resulting from the use or misapplication of computation, detail drawings and specifications contained herein. This publication contains the latest information available at the time of printing. SCAFCO reserves the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding products contact SCAFCO. SCAFCO may not produce all of the products contained in this submittal. Please contact SCAFCO to verify product availability. SCAFCO Steel Stud Manufacturing Company TM General Information 7

8 General Information Certification of Material SCAFCO hereby certifies that all Light Steel Framing products manufactured by SCAFCO are compliant with, and will meet or exceed all applicable standards and codes as listed below: CODE APPROVALS ICBO Evaluation Report 4943P City of Los Angeles Research Report RR25529 DESIGN SPECIFICATIONS / MANUALS North American Specification for the Design of Cold-Formed Steel Structural Members, 2001 Edition w/ 2004 Supplement Gypsum Association Fire Resistance Design Manual, 18th Edition MATERIAL / PRODUCT SPECIFICATION Non-Structural (Drywall) Products: mil, 33 ksi...astm A1003, C645 Structural Framing Products: mil, 33ksi; mil, 50ksi..ASTM A1003, C955 COATING SPECIFICATION Relevant ASTM Specifications A653 Standard Specification for Steel Sheet, Zinc- Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by Hot-Dip Process A879 Standard Specification for Steel Sheet, Zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface. A1003 Standard Specification for Steel Sheet, Carbon, Metallic and Nonmetallic-Coated for Cold Formed Framing Members B69 Standard Specification for Rolled Zinc C645 Standard Specification for Nonstructural Steel Framing Members TM Non-Structural (Drywall) Products: mil, G40...ASTM A653, C645 Structural Framing Products: mil, G60; SCAFCO mil, G90..ASTM A653, C955 RECYCLED CONTENT LEED SCAFCO materials have a high inherent recycled content of steel, and can be used in achieving Leadership in Energy & Environmental Design (LEED) Certification Version 2.2. For more information see or contact us at (800) S T E E L S T U D C841 Standard Specification for Installation of Interior Lathing and Furring 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. C1063 Standard Specifications for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster. For referenced ASTM standards, visit the ASTM web site, or contact ASTM Customer Service at service@astm.org. I O N M A N U F A C T U R E R S I A T A S S O C SSMA 8 Additional Information

9 LEED Certification Information SCAFCO Corporation certifies and provides the following information for use in achieving Leadership in Energy & Environmental Design (LEED) Certification 2.2. LEED Materials & Resources Credit 4: Recycled Content: SCAFCO products contribute to: Credit 4.1 (1 point) Use materials with recycled content such that the sum of post-consumer recycled content plus one-half of the pre-consumer content constitutes at least 10% (based on cost) of the total value of the materials in the project. Credit 4.2 (1 point) Use materials with recycled content such that the sum of post-consumer recycled content plus one-half of the pre-consumer content constitutes at least 20% of the total value of the materials in the project. Primary Location of Manufacture: Products are manufactured in Spokane, Washington; Puyallup, Washington; Tacoma, Washington; Boise, Idaho; and Sacramento, California. Recycling Content: SCAFCO steel suppliers have indicated that their finished products contain approximately 33% recycled steel. A typical breakdown content of our Steel Studs and Track is: Post Consumer: 20% & Pre-Consumer (Post Industrial): 13%. For more information see or contact us at (800) S T E E L S T U D I O N SSMA 9 9 Additional Information M A N U F A C T U R E R S I A T A S S O C

10 Bypass Slab Slide Clip PLC1 Deflection Clips P r o d u c t Ap p l i c a t i o n SCAFCO has developed a patented Slide Clip that combines cost savings, strength and convenience. The Slide Clip "PLC1" attaches the by-pass curtain wall stud to the building structure, allowing for 1 ½" total vertical deflection while maintaining lateral rigidity. The insert is pre-taped to the clip making installation quick, easy and efficient. Clips are packaged in rugged buckets for easy handling on the jobsite. Patent No Patent No ½ Total Deflection Fe a t u r e s & Be n e f i t s Unique insert allows for 1 ½" total vertical deflection while maintaining lateral rigidity Large insert piece for ease of handling and installation easy visual alignment for maximum vertical movement Meets or exceeds building code criteria Produced from Mill-Certified 50 ksi steel Material Thickness 68 mil (14 ) M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Slide Clip Material Thickness = 68 mil (14 gauge, " design thickness) Insert Material Thickness = 86 mil (13 gauge, 0.088" design thickness) 1 ½ W 6 Material Thickness 86 mil (13 ) Q u a n t i t y / Or d e r In f o r m a t i o n Width, W Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid PLC ½ PLC ½ PLC ½ PLC ½ Note: All PLC1 Clips include insert. Additional lengths available upon request. Pre-Punched Holes for Framing 10 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

11 Bypass Slab Slide Clip PLC1 A l l o w a b l e Lo a d s PLC1-350 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ Deflection Clips PLC1-550 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ F 1 PLC1-750 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ PLC1-950 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer's recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m 11

12 Bypass Slab Slide Clip PLC2 Deflection Clips P r o d u c t Ap p l i c a t i o n Priceless Steel Products has developed a Slide Clip that combines cost savings, strength and convenience. The Slide Clip PLC2 attaches the by-pass curtain wall stud to the building structure, allowing for 1 ½ total vertical deflection while maintaining lateral rigidity. The insert is pre-taped to the clip making installation quick, easy and efficient. Clips are packaged in rugged buckets for easy handling on the job site. PLC2-550 Patent Pending 1 ½" Total Deflection Fe a t u r e s & Be n e f i t s Long return leg for permanent toe and heel welding to the support structure Thicker steel for improved lateral resistance for in-plane seismic forces and strengthened weld ability to the structure Unique insert allows for 1 ½" total vertical deflection while maintaining lateral rigidity Large insert piece for easy handling, installation and clear visual alignment for maximum vertical movement Pre-Punched Guide Holes (2) Pre-Punched Holes for Temporary PAF Attachment (3) Pre-Punched Holes for Fastener Attachment M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Slide Clip Material Thickness = 114 mil (11 gauge, 0.116" design thickness) Insert Material Thickness = 118 mil (10 gauge, " design thickness) Material Thickness 114 mil (11 ) 2 Pre-Punched Holes for Framing W 5½ Q u a n t i t y / Or d e r In f o r m a t i o n Width Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid PLC ½" PLC ½" PLC ½" PLC ½" Note: All Priceless 2 Clips include insert. Additional lengths available upon request. Material Thickness 118 mil (10 ) 12 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

13 Bypass Slab Slide Clip PLC2 A l l o w a b l e Lo a d s PLC2-550 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ Deflection Clips PLC2-750 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ F 1 PLC2-950 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ PLC Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m 13

14 Bypass Slab Slide Strut PLS1 Deflection Clips P r o d u c t Ap p l i c a t i o n Priceless Steel Products has developed a patented Slide Strut that combines cost savings, strength and convenience. The Slide Strut "PLS1" attaches the by-pass curtain wall stud to the building structure, allowing for 1 ½" total vertical deflection while maintaining lateral rigidity and providing a non-frictional connection, preventing vertical load transfers into the curtain wall. The insert is pre-taped to the clip making installation quick, easy and efficient. Struts are packaged in rugged buckets for easy handling on the job site. Patent No M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Slide Clip Material Thickness = 68 mil (14 gauge, design thickness) Insert Material Thickness = 86 mil (13 gauge, design thickness) Q u a n t i t y / Or d e r In f o r m a t i o n Left/Right Handed Width Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid PLS1-900 (L) or (R) PLS (L) or (R) PLS (L) or (R) PLS (L) or (R) PLS (L) or (R) Note: All Priceless 1 Struts include insert. Additional lengths available upon request. Fe a t u r e s & Be n e f i t s Unique insert allows for 1 ½ total vertical deflection while maintaining lateral rigidity Large insert piece for ease of handling and installation and easy visual alignment for maximum vertical movement Meets or exceeds building code criteria 1 ½ W F A l l o w a b l e Lo a d s Model No. PLS1 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ Material Thickness 68 mil (14 ) Material Thickness: 86 mil (13 ) Pre-Punched Holes for Framing Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

15 Bypass Slab Slide Strut PLS2 P r o d u c t Ap p l i c a t i o n Priceless Steel Products has developed a Slide Strut that combines cost savings, strength and convenience. The Slide Strut "PLS2" attaches the by-pass curtain wall stud to the building structure, allowing for 1 ½ total vertical deflection while maintaining lateral rigidity and providing a non-frictional connection, preventing vertical load transfers into the curtain wall. The insert is pre-taped to the clip making installation quick, easy and efficient. Struts are packaged in rugged buckets for easier handling on the job site. Patent Pending Fe a t u r e s & Be n e f i t s Unique insert allows for 1 ½ total vertical deflection while maintaining lateral rigidity Large insert piece for ease of handling and installation and easy visual alignment for maximum vertical movement Meets or exceeds building code criteria Produced from Mill-Certified 50 ksi steel M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Slide Clip Material Thickness = 114 mil (11 gauge, design thickness) Insert Material Thickness = 118 mil (10 gauge, design thickness) Q u a n t i t y / Or d e r In f o r m a t i o n 5½ Material Thickness 114 mil (11 ) Material Thickness 118 mil (10 ) Pre-Punched Holes for Framing Left/Right Handed Width, W Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid PLS2-900 (L) or (R) PLS (L) or (R) PLS (L) or (R) PLS (L) or (R) PLS (L) or (R) Note: All Priceless 2 Struts include insert. Additional lengths available upon request. W Patent Pending 1 ½ Total Deflection Deflection Clips A l l o w a b l e Lo a d s Model No. PLS2 Stud Thickness Allowable Loads (lbs.) F1 w/2 F1 w/ F 1 Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m 15

16 Interior Head of Wall Deflection Slide Clip ISC Deflection Clips P r o d u c t Ap p l i c a t i o n Priceless Steel Products Slide Clip "ISC" attaches the interior drywall stud to the top track (Head of Wall) which is fastened to building structure, allowing for 1 ½ total vertical deflection, while maintaining lateral rigidity and providing a low friction connection, preventing vertical load transfers into the curtain wall. The insert is pre-taped to the clip making installation quick, easy and efficient. Clips are packaged in rugged buckets for easy handling on the jobsite. W 3 ⅝ 1½ Material Thickness 43 mil (18 gauge) Material Thickness: 68 mil (14 gauge) Pre-Punched Holes for Framing M a t e r i a l Co m p o s i t i o n 16 Q u a n t i t y / Or d e r In f o r m a t i o n Width Qty. /Bucket Fe a t u r e s & Be n e f i t s Unique insert allows for 1 ½ total vertical deflection while maintaining lateral rigidity Large insert piece for ease of handling and installation and easy visual alignment for maximum vertical movement Meets or exceeds building code criteria A l l o w a b l e Lo a d s Lbs. /Bucket Buckets /Skid Lbs. /Skid ISC337 3 ⅜ ISC550 5 ½ ISC750 7 ½ ISC950 9 ½ Note: All Priceless Slide Clips include insert. Additional lengths available upon request. ISC Stud Thickness Allowable Loads (lbs.) F1 with (2) ISC750, ISC950 F1 with (3) Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m ASTM A653/A653M 43 Mil: : 33 ksi 68 Mil: : 50 ksi 43 Mil: G-60 hot dipped galvanized coating 68 Mil: G-90 hot dipped galvanized coating Slide Clip Material Thickness = 43 mil (18 gauge, design thickness) Insert Material Thickness = 68 mil (14 gauge, design thickness) F 1 1 ½ Total Deflection Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip.

17 P r o d u c t Ap p l i c a t i o n The Secure Clip AC connects an exterior wall stud that by-passes the building structure through the use of a 90 angle. Secure Clip AC is designed to resist horizontal and vertical loads. Pre-punched guide holes are provided in each leg allowing for superior installation efficiency. The Secure Clip AC may be attached to the structure with either an approved fastener or a weld, depending on the material properties of the structure and the proposed design. Bypass Slab Secure Clip AC 5 ½ Fe a t u r e s & Be n e f i t s Provides pre-punched guide holes for quick attachment to structure and stud A variety of different lengths allowing for all requirements and construction tolerances Replaces the expensive traditional method of bracing Thicker steel for improving welded attachments Secure Clip 1 ½ Q u a n t i t y / Or d e r In f o r m a t i o n Width W Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid AC350 3 ½ AC550 5 ½ AC750 7 ½ AC950 9 ½ AC ½ M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Material Thickness = 68 mil (14 gauge, design thickness) A l l o w a b l e Lo a d s 2 Sc r e w s 3 Sc r e w s 4 Sc r e w s F 1 F 3 AC350 AC550 Stud thickness F1 w/2 # F1 w/3 Allowable Loads (lbs) F1 w/4 # Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m F3 W/2 F3 w/3 F3 w/

18 Bypass Slab Secure Clip AC 4 Sc r e w s 6 Sc r e w s 8 Sc r e w s Secure Clip AC750 Stud thickness F1 w/4 F1 w/6 Allowable Loads (lbs) F1 w/8 F3 w/4 F3 w/6 F3 w/ ¾ 3 ¾ 1 2 ¾ 1 ¼ 2 ½ 1 2 ¾ 1 ¼ 2 ½ 1 4 Sc r e w s 4 6 Sc r e w s 4 8 Sc r e w s 2 2 AC750 (with 2" offset) Stud thickness F1 w/4 F1 w/6 Allowable Loads (lbs) F1 w/8 F3 w/4 F3 w/6 F3 w/ ¾ 3 ¾ 1 4 ¾ 1½ 2 ¼ 1 4 ¾ 1½ 2 ¼ 1 4 Sc r e w s 6 Sc r e w s 8 Sc r e w s AC950 (with 2 offset) Stud thickness F1 w/4 F1 w/6 Allowable Loads (lbs) F1 w/8 F3 w/4 F3 w/6 F3 w/ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. 18 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

19 Load-Bearing Secure Strut AS P r o d u c t Ap p l i c a t i o n The Secure Strut AS is used in various applications, but most commonly to connect an exterior wall stud that by-passes the building structure through the use of a 90 angle. Secure Strut AS is designed to resist compression loads and axial tension. The Secure Strut AS may be attached to the structure with either an approved fastener or a weld, depending on the material properties of the structure and the proposed design. Spandrel Wall Bypass Strut Fe a t u r e s & Be n e f i t s A variety of different lengths allowing for all requirements and construction tolerances Replaces the expensive traditional method of bracing Thicker steel for improving welded attachments Used in a variety of different applications Produced from Mill-Certified 50 ksi steel M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Material Thickness = 68 mil (14 gauge, " design thickness) Secure Clip Roof Ridge Connection Q u a n t i t y / Or d e r In f o r m a t i o n Width Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid AS AS AS AS AS AS A l l o w a b l e Lo a d s Model No. Stud Thickness F1 w/2 Allowable Loads (lbs.) F1 w/4 F1 w/6 F1 w/ AS Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. 3 ⅛ Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m W F 1 1 ½ 19

20 Wall Tie Secure Clip WT P r o d u c t Ap p l i c a t i o n The Wall Tie Secure Clip WT connects a curtain wall stud to the exterior concrete/masonry wall structure through the use of a 90 angle. Secure Clip WT is designed to resist horizontal and vertical loads. Pre-punched guide holes are provided in each leg allowing for superior installation efficiency. The Secure Clip WT may be attached to the structure with an approved ⅝ anchor bolt or as specified by the design professional. F 3 F 1 Secure Clip Fe a t u r e s & Be n e f i t s Provides pre-punched guide holes for quick attachment to structure and stud A variety of different lengths allowing for all requirements and construction tolerances Replaces the expensive traditional method of bracing Thicker steel for improving welded attachments M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Clip Material Thickness = 114 mil (11 gauge, 0.116" design thickness) Washer Material Thickness = 186 mil (7 gauge, 0.186" design thickness) 2 W Q u a n t i t y / Or d e r In f o r m a t i o n Width (W) Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid 4 ½ WT WT WT A l l o w a b l e Lo a d s Stud Thickness F1 w/4 F1 w/6 Allowable Loads (lbs.) F1 w/8 F3 w/4 F3 w/6 F3 w/ WT Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. It is the responsibility of the designer to check the bending in the short leg of this clip. 20 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

21 Secure Floor Anchor Clip FA P r o d u c t Ap p l i c a t i o n The Secure Clip FA connects a wall stud to the floor, providing a secure connection through the use of a 90 angle. Secure Clip FA is designed to resist torsional, horizontal and vertical loads, and is provided in two thicknesses (68 mil & 118 mil) to meet any design criteria. Pre-punched guide holes are provided in each leg, allowing for superior installation efficiency. The Secure Clip FA may be attached to the structure with either an approved fastener or a weld, depending on the material properties of the structure and the proposed design. Fe a t u r e s & Be n e f i t s Available in two thicknesses (68 mil & 118 mil) Provided pre-punched guide holes for quick attachment to stud and structure. A variety of different lengths allowing for all requirements and construction tolerances. Thicker steel for improving welded attachments Produced from Mill-Certified 50 ksi steel Secure Clip M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Material Thickness = 68 mil (14 gauge, " design thickness) Material Thickness = 118 mil (10 gauge, " design thickness) Main flange and outer guide holes are " diameter ( fasteners) Inner guide holes are 0.30" diameter (¼" screw anchor) Center guide hole is " diameter (½" anchor) Q u a n t i t y / Or d e r In f o r m a t i o n Material Thickness Width Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid FA ⅜ FA ½ FA ½ FA ½ FA ½ FA ⅜ FA ½ FA ½ FA ½ FA ½ ¼ 1 ½ W A l l o w a b l e Lo a d s For load table information, please contact Priceless Steel Products at (888) Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m 21

22 Multi-Use Secure Clip MA P r o d u c t Ap p l i c a t i o n The Multi-Use Secure Clip MA is used in a variety of different applications including head of wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, bridging, etc. Multi-Use Secure Clip MA is constructed of Mill-Certified 50 ksi steel designed to resists vertical and lateral loads. Pre-punched guide holes are provided in each leg allowing for superior installation efficiency. Secure Clip L 1 ½ 1 ½ Fe a t u r e s & Be n e f i t s A variety of different lengths allowing for all requirements and construction tolerances No labor used cutting scrap angles Guide Holes Arranged for Bridging M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi 54 mil: G-60 Hot Dipped Galvanized 68, 97 mil: G-90 Hot Dipped Galvanized Material Thickness: 54 mil (16 gauge, design thickness) Material Thickness: 68 mil (14 gauge, design thickness) Material Thickness: 97 mil (12 gauge, design thickness) Q u a n t i t y / Or d e r In f o r m a t i o n Material Thickness Length Qty. /Bucket Lbs. /Bucket Buckets /Skid MA MA MA MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ MA ½ Lbs. /Skid 22 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

23 Multi-Use Secure Clip MA A l l o w a b l e Lo a d s Model No. MA200 Model No. MA350 Stud Thickness GA Allowable Loads (lbs.) F1 w/2 F2 w/2 F3 w/ Stud Thickness GA F1 w/2 F1 w/3 Allowable Loads (lbs.) F2 w/2 F2 w/3 F3 w/2 F3 w/ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. F 3 F 1 F 2 Secure Clip Model No. MA550 Model No. MA750 Model No. MA950 Stud Thickness GA F1 w/2 F1 w/4 F1 w/5 F2 w/2 Allowable Loads (lbs.) F2 w/4 F2 w/5 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m F3 w/2 F3 w/ F3 w/ Stud Thickness GA F1 w/3 F1 w/5 F1 w/7 F2 w/3 Allowable Loads (lbs.) F2 w/5 F2 w/7 F3 w/3 F3 w/5 F3 w/ Stud Thickness GA F1 w/3 F1 w/6 F1 w/9 F2 w/3 Allowable Loads (lbs.) F2 w/6 F2 w/9 F3 w/3 F3 w/6 F3 w/

24 Multi-Use Secure Clip MB P r o d u c t Ap p l i c a t i o n The Multi-Use Secure Clip MB is used in a variety of different applications including head of wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, bridging, etc. Multi-Use Secure Clip MB is constructed with Mill-Certified 50 ksi steel designed to resist vertical and lateral loads. Pre-punched guide holes are provided in each leg allowing for superior installation efficiency. Secure Clip L 3 1 ½ Guide Holes Arranged for Bridging M a t e r i a l Co m p o s i t i o n Joist Connection ASTM A653/A653M : 50 ksi 54 mil: G-60 Hot Dipped Galvanized 68, 97 mil: G-90 Hot Dipped Galvanized Material Thickness: 54 mil (16 gauge, design thickness) Material Thickness: 68 mil (14 gauge, design thickness) Material Thickness: 97 mil (12 gauge, design thickness) Fe a t u r e s & Be n e f i t s A variety of different lengths allowing for all requirements and construction tolerances No labor used cutting scrap angles Load Bearing Head of Wall Q u a n t i t y / Or d e r In f o r m a t i o n 24 Material Thickness Length Qty. /Bucket Lbs. /Bucket Buckets /Skid MB MB MB MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ MB ½ Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m Lbs. /Skid

25 Multi-Use Secure Clip MB A l l o w a b l e Lo a d s Model No. MB200 Model No. MB350 Stud Thickness GA Allowable Loads (lbs.) F1 w/2 F2 w/2 F3 w/ Stud Thickness GA F1 w/2 F1 w/3 Allowable Loads (lbs.) F2 w/2 F2 w/3 F3 w/2 F3 w/ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. F 3 F 1 F 2 Secure Clip Model No. MB550 Stud Thickness GA F1 w/2 F1 w/4 F1 w/5 F2 w/2 Allowable Loads (lbs.) F2 w/4 F2 w/5 F3 w/2 F3 w/ F3 w/ Model No. MB750 Stud Thickness GA F1 w/3 F1 w/5 F1 w/7 F2 w/3 Allowable Loads (lbs.) F2 w/5 F2 w/7 F3 w/3 F3 w/5 F3 w/ Model No. MB950 Stud Thickness GA F1 w/3 F1 w/6 F1 w/9 F2 w/3 Allowable Loads (lbs.) F2 w/6 F2 w/9 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m F3 w/3 F3 w/6 F3 w/

26 Multi-Use Secure Clip MC P r o d u c t Ap p l i c a t i o n The Multi-Use Secure Clip MC is used in a variety of different applications including head of wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, etc. Multi-Use Secure Clip MC is constructed with Mill-Certified 50 ksi steel designed to resist vertical and lateral loads. Prepunched guide holes are provided in each leg allowing for superior installation efficiency. Truss to Truss Connection Secure Clip L 3 3 Fe a t u r e s & Be n e f i t s A variety of different lengths allowing for all requirements and construction tolerances No labor used cutting scrap angles Q u a n t i t y / Or d e r In f o r m a t i o n M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi 54 mil: G-60 Hot Dipped Galvanized 68, 97 mil: G-90 Hot Dipped Galvanized Material Thickness: 54 mil (16 gauge, " design thickness) Material Thickness: 68 mil (14 gauge, " design thickness) Material Thickness: 97 mil (12 gauge, design thickness) Material Thickness Length "Qty. /Bucket" "Lbs. /Bucket" "Buckets /Skid" "Lbs. /Skid" MC MC MC MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ MC ½ Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

27 Multi-Use Secure Clip MC A l l o w a b l e Lo a d s Model No. MC200 Model No. MC350 Stud Thickness GA Allowable Loads (lbs.) F1 w/2 F2 w/2 F3 w/ Stud Thickness GA F1 w/2 F1 w/3 Allowable Loads (lbs.) F2 w/2 F2 w/3 F3 w/2 F3 w/ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. F 3 F 1 F 2 Secure Clip Model No. MC550 Stud Thickness GA F1 w/2 F1 w/4 F1 w/5 F2 w/2 Allowable Loads (lbs.) F2 w/4 F2 w/5 F3 w/2 F3 w/ F3 w/ Model No. MC750 Stud Thickness GA F1 w/3 F1 w/5 F1 w/7 F2 w/3 Allowable Loads (lbs.) F2 w/5 F2 w/7 F3 w/3 F3 w/5 F3 w/ Model No. MC950 Stud Thickness GA F1 w/3 F1 w/6 F1 w/9 F2 w/3 Allowable Loads (lbs.) F2 w/6 F2 w/9 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m F3 w/3 F3 w/6 F3 w/

28 Secure Bridge Clip BC P r o d u c t Ap p l i c a t i o n Secure Clip The Secure Clip BC secures the CRC (Cold Rolled Channel) to the stud resisting lateral movement and twisting of studs in a wall assembly. Pre-punched guide holes are provided in a specific layout accommodating the CRC and stud attachments for superior strength and installation efficiency. Chamfered corners on one leg are cut for attachment needed for inside the stud cavity. The Secure Clip BC are packaged in rugged buckets for easy handling on the jobsite. Fe a t u r e s & Be n e f i t s Provides pre-punched guide holes for quick attachment to channel and stud No welding or cutting scrap material required Replaces the expensive traditional method of bracing L.75 M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-60 Hot Dipped Galvanized Material Thickness: 33 mil (20 gauge, design thickness) Material Thickness: 54 mil (16 gauge, design thickness).75 1 ½ 1 ½ Q u a n t i t y / Or d e r In f o r m a t i o n Material Thickness Length Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid BC ⅜ BC ⅜ BC ¾ BC ¾ Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. A l l o w a b l e Lo a d s Model No. F 2 M 1 Min. Stud Thickness (2) F1(lbs) M1(lbs-in) BC BC BC BC Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

29 Truss Tie Secure Clip TT P r o d u c t Ap p l i c a t i o n The Secure Clip TT prevents uplift of trusses and joists. The TT is thoroughly engineered to resist lateral, horizontal and uplift loads. Pre-punched guide holes are provided to increase installation efficiency. The Secure Clip TT are packaged in rugged buckets for easy handling on the job site. Fe a t u r e s & Be n e f i t s Provides pre-punched guide holes for quick attachment to stud Versatile - Used in multiple application Prevents uplift of trusses and joists 2 Secure Clip 2 TT TT600 M a t e r i a l Co m p o s i t i o n TT1000 ASTM A653/A653M 33 Mil: : 33 ksi 54 Mil: : 50 ksi G-60 Hot Dipped Galvanized Material Thickness: 33 mil (20 gauge, design thickness) Material Thickness: 54 mil (16 gauge, design thickness) TT600 Q u a n t i t y / Or d e r In f o r m a t i o n Material Thickness Qty. /Bucket Lbs. /Bucket Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m Buckets /Skid TT TT TT TT Lbs. /Skid 29

30 Truss Tie Secure Clip TT A l l o w a b l e Lo a d s TT600 TT1000 F 3 F 1 F 3 F 1 Secure Clip TT Stud Thickness F 2 With 2 (2 Top, 2 Bottom) With 4 (4 Top, 4 Bottom) F1 F2 F3 F1 F2 F F 2 TT Stud Thickness With 2 (2 Top, 2 Bottom) With 4 (4 Top, 4 Bottom) F1 F2 F3 F1 F2 F TT Stud Thickness With 2 (2 Top, 2 Bottom) With 4 (4 Top, 4 Bottom) F1 F2 F3 F1 F2 F TT Stud Thickness With 2 (2 Top, 2 Bottom) With 4 (4 Top, 4 Bottom) F1 F2 F3 F1 F2 F Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

31 P r o d u c t Ap p l i c a t i o n Secure Plate Header Gusset HG Priceless Secure Plate HG is designed to provide a stiffened attachment of two individual members. Its unique design transfers the vertical load through a rigid connection that is far superior than traditional methods of construction. The Header Gusset contributes to the headers web crippling and shear capacity, allowing the header to withstand larger loads and decrease the chance of possible failure from job site connections. W M a t e r i a l Co m p o s i t i o n ASTM A653/A653M 43 Mil: : 33 ksi 68 Mil: : 50 ksi 43 Mil: G-60 hot dipped galvanized coating 68 Mil: G-90 hot dipped galvanized coating Material Thickness = 43 mil (18 gauge, design thickness) Material Thickness = 68 mil (14 gauge, design thickness) Q u a n t i t y / Or d e r In f o r m a t i o n Left/Right Handed Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid HG-43 Universal HG-68 Universal Note: Secure Plate HG is designed to accommodate all stud widths and flange heights and can be used on either side of the assembly. 1 ½" Fe a t u r e s & Be n e f i t s Replaces traditional labor intensive installation methods Pre-punched guide holes for quick attachment Ledger Tabs to hold header during installation Designed for multiple stud sizes and jamb configurations F 3 6 Secure Clip A l l o w a b l e Lo a d s 8 Sc r e w 12 Sc r e w 16 Sc r e w Model No. HG-43 (43 Mil) Stud Thickness Loads Based on Single Clip Capacity = F3 Allowable Loads (lbs.) Using Sc r e w 24 Sc r e w All screw pattern configurations depicted with jamb stud located on left hand side of clip. Model No. HG-68 (68 Mil) Stud Thickness Loads Based on Single Clip Capacity = F3 Allowable Loads (lbs.) Using Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 6. Allowable loads do not include prying or plate bending. Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m 31

32 Secure Floor Strapping SS P r o d u c t Ap p l i c a t i o n The Secure Floor Strap SS prevents uplift of wall studs from floor track creating a secure composite assembly. It's provided in 18, 24, 30, & 36 lengths with a specific layout of pre-punched guide holes for ultimate reinforcing. Secure Clip 18, 24, 30, 36 Fe a t u r e s & Be n e f i t s Provides pre-punched guide holes for quick attachment to studs and structure. A variety of different lengths allowing for all standard stud and joist sizes. Prevents uplift of studs Mill certified steel Q u a n t i t y / Or d e r In f o r m a t i o n 2 ¾ 1 ¼ Material Thickness Dimensions W H = xx Galvanized Coating Qty / Package 125SSxx ¼ 18, 24, 30, G-60 Please Call 125SSxx ¼ 18, 24, 30, G-60 Please Call 125SSxx ¼ 18, 24, 30, G-60 Please Call 125SSxx ¼ 18, 24, 30, G-90 Please Call 125SSxx ¼ 18, 24, 30, G-90 Please Call 275SSxx ¾ 18, 24, 30, G-60 Please Call 275SSxx ¾ 18, 24, 30, G-60 Please Call 275SSxx ¾ 18, 24, 30, G-60 Please Call 275SSxx ¾ 18, 24, 30, G-90 Please Call 275SSxx ¾" 18, 24, 30, G-90 Please Call A l l o w a b l e Lo a d s 32 For load table information, please contact Priceless Steel Products at (888) Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

33 Web Stiffener Track WST P r o d u c t Ap p l i c a t i o n The Secure Clip WST prevents web crippling in critical load connections through to the joist or wall stud. The WST is thoroughly engineered including a strengthen rib and specific layout of pre-punched guide holes for ultimate reinforcing. The Secure Clip WST is packaged in rugged buckets for easy handling on the jobsite. Secure Clip M a t e r i a l Co m p o s i t i o n ASTM A653/A653M : 50 ksi G-90 hot dipped galvanized coating Material Thickness = 68 mil (14 gauge, design thickness) Fe a t u r e s & Be n e f i t s Provides pre-punched guide holes for quick attachment to structure and stud A variety of different lengths allowing a fit for all standard stud and joist sizes Prevents web crippling One-piece assembly Q u a n t i t y / Or d e r In f o r m a t i o n Dimensions W H Stud Width Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid 600WST350 3 ½ 5 ⅝ WST350 3 ½ 7 ⅝ WST350 3 ½ 9 ⅝ WST350 3 ½ 11 ⅝ WST350 3 ½ 13 ⅝ W 600WST ⅝ WST ⅝ WST ⅝ WST ⅝ WST ⅝ ½ H ⅝ A l l o w a b l e Lo a d s For load table information, please contact Priceless Steel Products at (888) Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m 33

34 Wall Support Backing Kwik-Back KB P r o d u c t Ap p l i c a t i o n Priceless Kwik-Back Products are the most cost effective, labor saving solution to creating superior backing support for wall shelving, cabinetry, heavy wall hangings, and other equipment. Secure Clip Installation is simplified by using 3 screws, attaching 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. Fe a t u r e s & Be n e f i t s Pre-punched guide holes Folded tabs for consistent wood positioning Q u a n t i t y / Or d e r In f o r m a t i o n Flange Width Qty. /Bucket Lbs. /Bucket Buckets /Skid Lbs. /Skid KB125 1 ¼ KB162 1 ⅝ KB200 2" Folded Tabs for Wood Support 5 M a t e r i a l Co m p o s i t i o n F 3 ASTM A653/A653M : 33 ksi G-60 Hot Dipped Galvanized Material Thickness: 33 mil (20 gauge, design thickness) Stud Flange Size A l l o w a b l e Lo a d s F 1 Stud Thickness Allowable Loads (lbs.) F1 (3) F3 (3) #8 # Screw Shear values are based on the SSMA Screw Table with the following notes: 1. The allowable loads are based on the steel properties of the members being connected, per NASPEC with 2004 Supplements. 2. The nominal strength of the screw must be at least 3.75 times the allowable loads. 3. Values include a 3.0 factor of safety. 4. Penetration of screws through joined materials should not be less than 3 exposed threads. should be installed and tightened in accordance with the screw manufacturer s recommendations. 5. Allowable loads indicated on the table(s) are for force in single direction only. If more than one force is applied to the connection, the designer shall provide the combined forces check as required by NASPEC with 2004 Supplements. 34 Ad d i t i o n a l In f o r m at i o n Ava i l a b l w w w.pr i c e l e s sst e e l.c o m

35 TM Priceless Header Information Priceless Steel Products has developed an engineered header cut to length ready to install that will save 70% to 80% in labor cost over traditional methods. P r o d u c t Ap p l i c a t i o n Revolutionary header system for door & window openings. Patent Pending S e l e c t i o n Me m b e r Si z e A n d Or d e r In f o r m a t i o n Selecting the correct header to meet required loads has been simplified in more ways than one. There's available software, load tables and order forms at You can also contact SCAFCO at (888) for assistance or just the detailed engineering information to and we'll select the header size that will meet the requirements. Once the header size has been established, there's a simple order form to be completed and faxed back to Priceless at (888) Preformed Header It provides a standard solution to the many problems associated with traditional headers that have troubled architects, engineers, contractors and inspectors for decades. Standardizing the system for exterior and interior openings and sill. Tel: Fax: Mail@SCAFCO.com Sold To Job Name Address, City, State, Zip Ship To Address Contact Name & Phone Fax Number Customer P.O. Date Ordered Date Required Delivery Will Call Order Number Job Number Additional Info. Standard Sections W H Mil 362 HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD HD * Manufacturer will subtract 1/2" due to build up 800 HD HD HD Item Pcs. * Header Length Stud Width Priceless Header Section Needed No. 1. Creates simplicity for the Architect, Engineer and Contractor. Additional Information Notes / Special Instructions: Header Order Form available online or on Page 62 of this catalog. 35

36 Priceless Header Information Fe a t u r e s & Be n e f i t s Design Load Tables for Lateral and Vertical Loads Allowable Interior Partition Header Spans Product Identification following SSMA Nomenclature Header Section Properties Charts Typical CAD Details for Windows and Doors Easy to use Header Selection Software Pre-cut Engineered Assembly reducing waste Saddle clip provides easy connection to jamb studs No cutting stud flanges or welding required Reduces Labor Cost 70% to 80% Meets or exceeds building code criteria M a t e r i a l Co m p o s i t i o n ASTM A653/A653M 33, 43 Mil: : 33 ksi 54, 68 Mil: : 50 ksi 33, 43, 54 Mil: G-60 hot dipped galvanized coating 68 Mil: G-90 hot dipped galvanized coating Material Thickness = 33 mil (20 gauge, design thickness) Material Thickness = 43 mil (18 gauge, design thickness) Material Thickness = 54 mil (16 gauge, design thickness) Material Thickness = 68 mil (14 gauge, design thickness) Pre-Formed Header Replaces Stud in Track Interior Headers Replaces Traditional Box Headers 36 Additional Information

37 TM Tel: w Fax: w Mail@SCAFCO.com w Priceless Header Properties & CAD Details Header Nomenclature Jamb Stud As Required Header Details 362HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR Thickness Header Width Weight Per Foot 3 ⅝ 3 ⅝ 3 ⅝ 3 ⅝ 3 ⅝ 3 ⅝ 3 ⅝ lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs. #8 12 O.C. Priceless Saddle clip Priceless Header Material Thickness: (Example: = 54 mils; 1 mil = 1/100 inches) Material Thickness is the minimum base metal thickness in mils, which represents 95% of the design thickness. Style: Header HDR 350 Member Depth: (Example: 6 = 600 x 1/100 inches) All member depths are in 1/ Preformed Header Priceless Header Flange Width: (Example: 3 ½ = 350 x 1/100 inches) All member depths are in 1/100 Standard Header Details Priceless Steel Products has developed several standard Header details that can be easily imported into most CAD programs. Take advantage of our engineered Priceless Header that can be used in multiple applications and wherever additional strength is required. STUDS PER PLAN ROOF TRUSS SCREWS AS REQ'D 0RICELESS (EADER AS MANUFACTURED BY 0RICELESS 3TEEL 0RODUCTS (888) )#%,%33 (%!$%2 AS MANUFACTURED BY 0RICELESS 3TEEL 0RODUCTS (888) SADDLE CLIP AS MANUFACTURED BY 0RICELESS 3TEEL 0RODUCTS (888) STUD PER PLAN CRIPPLE PER PLAN BEARING TOP PLATE DETAIL (TRUSS SUPPORT) XX 37 NTS XX WINDOW SILL DETAIL NTS LOAD BEARING TOP PLATE DETAIL (JOIST SUPPORT) XX NTS Additional Information 37

38 Priceless Header Spans & Section Properties I n t e r i o r He a d e r Sp a n s Pre-Formed Header Allowable Interior Partition Header Spans, W (ft) Header Sizes 6 psf Dead Load 12 psf Dead Load L/120 & L/240 Lateral Deflection L/120 & L/240 Lateral Deflection H (ft) HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR Interior Header Notes: 1. Effective Properties based on the North American Specification for the Design of Cold-Formed Steel Structural Members 2001 edition including the 2004 Supplement and 43-mil members based on Fy = 33 ksi. 54-mil and thicker based on Fy = 50 ksi 3. Effective Ixx is the Moment of Inertia for deflection based on NASPEC Procedure 1 4. Allowable Moment (Max and May) of combined section are based on a non-composite relative stiffness model. 38 S e c t i o n Pr o p e r t i e s Gross Effective Shear Section Area wt Ixx rx Iyy ry Ixx Max Iyy May Vax Vay (in 2 ) (lb/ft) (in 4 ) (in) (in 4 ) (in) (in 4 ) (in-kip) (in 4 ) (in-kip) (lb) (lb) 362HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR Additional Information Section Properties Notes: 1. Allowable spans are the minimum value based on combined flexural stress, deflection and shear 2. 6 psf dead load approximates a wall with 1-layer GWB ea side psf dead load approximates a wall with 2-layer GWB ea side. 4. Allowable spans apply to openings with or without sill members 5. Spans based on 5 psf lateral load in combination with the listed dead load. 6. checks do not include the 0.75 factor (1/3 stress increase) for wind/earthquake loading. 7. Loads have not been modified for deflection checks. 8. Vertical Deflection Limited to L/240 all cases.

39 Priceless Header Allowable Vertical Loads (lb/ft) 0 lb/ft Lateral Load Section HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR lb/ft Lateral Load Section 3' 4' 5' 6' 8' 10' 12' 362HDR e 5 c 362HDR d 5 c 362HDR d 9 c 362HDR e 58 3d 362HDR e 75 3d 362HDR d 362HDR d 400HDR d 400HDR d 8 7c 400HDR e 13 7d 400HDR d 400HDR d 400HDR e 400HDR HDR e 600HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR lb/ft Lateral Load Section HDR e 7 6d 362HDR d 362HDR d 362HDR HDR HDR HDR HDR d 400HDR e 400HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR Header Load Table Notes 1. Allowable Loads based on individual components combined flexural stress, deflection and shear. 2. Load values based on header strength only; connection to jamb may require extra design consideration. 3. checks do not include the 0.75 factor (1/3 stress increase) for wind / earthquake loading. Pre-formed Header Vertical Deflection Limit Notes 1 Deflection is between L/0 & L/119 2 Deflection is between L/120 & L/239 3 Deflection is between L/240 & L/359 6 Deflection is between L/360 & L/599 7 Deflection is between L/600 & L/720 - If not noted, deflection is less than L/720 Lateral Deflection Limit Notes a Deflection is between L/0 & L/119 b Deflection is between L/120 & L/239 c Deflection is between L/240 & L/359 d Deflection is between L/360 & L/599 e Deflection is between L/600 & L/720 - If not noted, deflection is less than L/720 Additional Information 39

40 Priceless Header Allowable Vertical Loads (lb/ft) Pre-Formed Header 75 lb/ft Lateral Load Section HDR d 362HDR d 6 c 362HDR e 12 c 362HDR d 41 6c 362HDR d 54 6c 362HDR d 72 3c 362HDR e 138 6d 400HDR d 400HDR d 400HDR d 2 c 400HDR d 50 3c 400HDR e 66 3d 400HDR e 82 3d 400HDR d 600HDR d 600HDR e 600HDR e 600HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR lb/ft Lateral Load Section HDR d 362HDR e 362HDR e 362HDR d 31 b 362HDR d 42 b 362HDR d 74 6c 17 b 362HDR e 145 6c 41 b 400HDR e 400HDR HDR HDR d 47 7c 5 b 400HDR d 63 7c 9 b 400HDR e 92 6d 34 7b 400HDR d 73 c 600HDR HDR b 600HDR b 600HDR d 600HDR d 600HDR d 600HDR e 800HDR e 800HDR e 800HDR HDR HDR HDR lb/ft Lateral Load Section HDR HDR d 362HDR d 362HDR e 65 6c 24 7b 362HDR e 85 6d 32 7b 362HDR d 54 6c 362HDR d 106 6c 400HDR d 400HDR d 2 c 400HDR e 7 c 400HDR d 35 6c 400HDR d 47 6c 400HDR d 66 3c 400HDR e 129 6c 600HDR d 600HDR d 600HDR d 600HDR e 600HDR HDR HDR HDR HDR HDR HDR HDR HDR lb/ft Lateral Load Section HDR e 362HDR d 362HDR d 362HDR c 362HDR d 362HDR d 37 b 362HDR d 80 c 400HDR d 400HDR HDR HDR d 18 b 400HDR d 25 b 400HDR d 60 7c 2 b 400HDR e 123 c 16 b 600HDR d 600HDR HDR d 600HDR d 35 6d 600HDR e 46 7d 600HDR d 600HDR d 800HDR d 800HDR d 800HDR e 800HDR HDR HDR Vertical Deflection Limit Notes 1 Deflection is between L/0 & L/119 2 Deflection is between L/120 & L/239 3 Deflection is between L/240 & L/359 6 Deflection is between L/360 & L/599 7 Deflection is between L/600 & L/720 - If not noted, deflection is less than L/720 Lateral Deflection Limit Notes a Deflection is between L/0 & L/119 b Deflection is between L/120 & L/239 c Deflection is between L/240 & L/359 d Deflection is between L/360 & L/599 e Deflection is between L/600 & L/720 - If not noted, deflection is less than / Additional Information

41 Priceless Header Allowable Vertical Loads (lb/ft) 300 lb/ft Lateral Load Section HDR HDR d 362HDR e 362HDR d 3 b 362HDR d 9 b 362HDR e 67 c 362HDR c 400HDR d 400HDR HDR d 400HDR e 35 c 400HDR e 49 c 400HDR d 400HDR d 10 b 600HDR HDR d 600HDR d 600HDR d 1 b 600HDR d 3 c 600HDR d 30 c 600HDR e 72 d 800HDR d 800HDR d 800HDR d 800HDR d 800HDR d 800HDR e 400 lb/ft Lateral Load Section HDR e 362HDR HDR HDR e 97 d 362HDR e 131 d 362HDR d 362HDR d 13 c 400HDR HDR d 400HDR e 400HDR d 400HDR d 400HDR e 38 c 400HDR c 600HDR HDR HDR HDR d 12 c 600HDR e 19 c 600HDR d 600HDR d 6 c 800HDR HDR HDR e 12 d 800HDR e 15 d 800HDR d 800HDR d Pre-formed Header Vertical Deflection Limit Notes 1 Deflection is between L/0 & L/119 2 Deflection is between L/120 & L/239 3 Deflection is between L/240 & L/359 6 Deflection is between L/360 & L/599 7 Deflection is between L/600 & L/720 - If not noted, deflection is less than L/720 Lateral Deflection Limit Notes a Deflection is between L/0 & L/119 b Deflection is between L/120 & L/239 c Deflection is between L/240 & L/359 d Deflection is between L/360 & L/599 e Deflection is between L/600 & L/720 - If not noted, deflection is less than L/720 Additional Information 41

42 Perfect-Curve Wall Products Endless Possibilities with Priceless Perfect-Curve Wall Products. Choose Your Solution for Curved Walls, Circles, Soffits, Domes and Arched Ceilings. Forget about the crimping and splicing. Stop worrying about flat spots and whether there's strength left in the mutilated track. Priceless has created a curved track that has high strength values and eye appealing finish. Enhance the designer s vision with perfect curves and arches while saving yourself time and money. P r o d u c t Ap p l i c a t i o n Fe a t u r e s & Be n e f i t s Curved Products Priceless Perfect-Curve wall track where curved walls and suspended walls are required is the best solution available today. This patented design offers superior strength values that allow for uses in load-bearing walls. Turning Curved Track on its side allows uses in domes and barreled ceilings, offering structural strength and saving the contractor from those painful headaches. Priceless Perfect-Arch track is the perfect solution for arched openings, vaulted ceilings, and arched window framing. It s also excellent for constructing one-piece soffit faces in ceilings and extruded illuminated ceiling panes. Stronger, Quality Product Priceless Perfect-Curve Wall Products are far stronger than walls made from field-cut track. The track is fabricated from certified galvanized steel conforming to all applicable ASTM specifications, using precision computer-controlled processes. Every member is assembled by structural riveting process with no built-in stresses. Saves labor Cost Stay away from the labor intensive crimping or cutting track at the job site. Put your labor elsewhere and let Priceless promise a perfect curved wall with structural strength and no flat spots. Quick installation, decrease layout time, and reduce project schedule considerably. As soon as it s delivered, set in place, anchor it down, done. Available in a variety of sizes with guaranteed accuracy Get matching curves top and bottom within 1/32 in 12 feet. Available in a variety of thicknesses, from 30 mil (20 gauge) to 118 mil (10 gauge) track. Priceless will guarantee a solid and unmatched product. Using Priceless Perfect-Curve Wall Products assures the architect s vision is delivered while saving the contractor an immense amount of time over traditional methods. 42 Priceless Perfect-Curved-Angle in most situations is intended for construction of a smooth curved soffit edge. Additional Information

43 Perfect-Curve Wall Products M a t e r i a l Co m p o s i t i o n ASTM A653/A653M 30, 33, 43 Mil: : 33 ksi 54, 68 Mil: : 50 ksi 30 Mil: G-40 hot dipped galvanized coating 33, 43, 54 Mil: G-60 hot dipped galvanized coating 68 Mil: G-90 hot dipped galvanized coating Material Thickness = 30 mil (20 gauge, design thickness) Material Thickness = 33 mil (20 gauge, design thickness) Material Thickness = 43 mil (18 gauge, design thickness) Material Thickness = 54 mil (16 gauge, design thickness) Material Thickness = 68 mil (14 gauge, design thickness) M a n u f a c t u r i n g Pr o c e s s The manufacturing process begins in our specialized engineering department where our highly-skilled engineers utilize the industry-leading AutoCAD software design suite to fulfill orders exactly to customer specifications. After the designs are finalized, the electronic drawings are sent to our state-of-the-art computer-controlled punch. Each finished piece is precisely machine-cut to an exacting tolerance of 1/32". Curved Products Priceless Perfect-Curve Wall Products are cut from sheets of galvanized steel. After cutting, the parts are assembled by using structural rivets attaching the leg to the web. When heavy loads become a factor, extra rivets are added for optimal strength. Priceless Perfect-Curve and Perfect-Arch Products come in any length up to 12 feet and in almost any radius. A variety of metal thicknesses are available from 30 mil (20 gauge) to 97 mil (12 gauge) track. Every piece is custom-labeled with its radius, length, and specifications. Additional labels can be added to show floor number and the location where it belongs. This will eliminate any questions or concerns of where a certain piece may fit because similar radii may be hard to distinguish from one another. Once the product arrives to the job site, it's ready for installation. Priceless Perfect-Curve and Perfect-Arch Products are constructed without any built-in stresses, making it consistent with top and bottom track. Walls, arches, curved soffits and domes made from manufactured curved track are much sturdier and more secure than walls made from spliced track on-site. Additional Information 43

44 Jamb Stud SCAFCO Jamb Studs are a highly innovative multi-purpose addition to the light gauge steel stud industry for Load Bearing Jambs, Posts, Headers and Trusses. P r o d u c t Ap p l i c a t i o n Post for Shear Walls Trusses Window and Door Jambs Load Bearing Studs Used in Heavy Load Applications Fe a t u r e s & Be n e f i t s Conveys greater axial strength Improved stiffness for deflection Excellent for load bearing applications Simplifies engineer design for jambs and header Excellent bending strength in both (x) & (y) directions Lighter weight results in shipping efficiencies and easier handling Reduces framing members saving over 50% in material & labor costs P r o d u c t In f o r m a t i o n SCAFCO Jamb Studs will efficiently reduce framing members, saving over 50% in material & labor costs. This means eliminating nesting track, boxed headers, multi-member truss webs and chords. SCAFCO s Jamb Stud designs convey greater axial strengths and stiffening, providing excellent load capacity. This high performance stud won t only give you superior strength; it also improves finish quality around windows and doors by reducing excess screw build-up and steel bowing from searing welds. Please contact SCAFCO Steel Stud MFG on any design questions or member sizing by visiting our web site at or by calling (888) Jamb Stud M a t e r i a l Co m p o s i t i o n ASTM A653/A653M 54, 68, 97, 118 Mil: : 50 ksi 54 Mil: G-60 hot dipped galvanized coating 68, 97, 118 Mil: G-90 hot dipped galvanized coating Material Thickness = 54 mil (16 gauge, design thickness) Material Thickness = 68 mil (14 gauge, " design thickness) Material Thickness = 97 mil (12 gauge, design thickness) Material Thickness = 118 mil (10 gauge, design thickness) Jamb Stud Member Jamb Stud Member 3 ⅝ Additional Information

45 S e c t i o n Pr o p e r t i e s Jamb Stud Design Gross Effective Properties 57 ksi Torsional Properties Member Thickness Area Weight Ix Sx Rx Iy Ry Ix Sx Ma Vag Vanet Jx1000 Cw Xo m Ro (in) (in 2 ) (lb/ft) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 3 ) (in-k) (lb) (lb) (in 4 ) (in 6 ) (in) (in) (in) Beta 362S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S Section Property Table Notes 1. Tabulated gross properties are based on the full, unreduced section away from punchouts 2. Effective properties of all sections based on punched sections. 3. For deflection determination, use the effective moment of inertia. Effective moment of inertia is based on Procedure 1 of the NASPEC 4. Fy = 57 ksi for all sections. Y x x Y Jamb Stud Additional Information 45

46 I-Stud, J-Track, & JL Track P r o d u c t Ap p l i c a t i o n Shaftwall studs are quickly becoming the preferred alternative to traditional masonry shafts. Shaftwall is less expensive and lighter than concrete shafts, and the product can easily be installed from the exterior of the shaft which eliminates the expense of using scaffolding. Shaft walls are used to enclose elevator shafts, duct shafts, stairways, and other non-protected floor openings in hotels, office buildings, hospitals and similar non-residential applications. M a t e r i a l Co m p o s i t i o n ASTM: A 653 / A 653M : 30, 33, 43 mil: 33 ksi Galvanized Coating: G-40, 33, 43 Fire Ratings, Installation Instructions, and CAD Detail Assemblies I Stud 2 ½, 4, 6 1 ¾ ¾ 2 J Track 2 ½, 4, 6 1 Shaftwall 1½ 1½ JL Track 2 ½, 4, 6 ICC-ES ER ½, 4, 6 46 Additional Information

47 I-Stud, J-Track, & JL Track Stud Depth Maximum Horizontal Spans Using SCAFCO I-Stud 1,3 Part Number Corridor Ceiling and Stair Soffit 2 One-Hour- Two-Hour- Rated 5 Rated 6 Horiz. Membrane & Duct Protection Two-Hour-Rated 3,4,7 2 ½ 250IS ½ 250IS IS-18 N/A IS-33 N/A IS-33 N/A J-Track For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 psf = 47.9 Pa N/A = Not Applicable 1. Systems are designed to support their own dead weight only, and should not be used where there is access to an attic or loft space above, or anywhere else where there is any probability of storage above. 2. Load of 10 pounds per square foot and deflection limitations of L/ Load of 15 pounds per square foot and deflection limitations of L/ Ducts must be designed as a separate system and are not part of a floor/ceiling or roof/ceiling assembly. 5. See ICC-ES ER-4924 Figure 4 for detail. Minimum 5/8 thick HARDIROCK Fire-X gypsum panel. 6. See ICC-ES ER-4924 Figure 2 for detail. Minimum 1/2 thick HARDIROCK Max C gypsum panel. 7. See ICC-ES ER-4924 Figure 7 for detail. I-Stud Stud Depth Type of Fire- Design Part Number Resistive Assem. Allowable Wall Heights for the I-Stud (Two-Hour Wall) 1 Thickness 2 ½ 1 Hour 250IS ½ 1 Hour 250IS ½ 2 Hour 250IS Hour 400IS ½ 2 Hour 250IS Hour 400IS Hour 600IS Deflection Design Loads 5 psf 7.5 psf 10 psf 15 psf L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ L/ Shaftwall For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 psf = 47.9 Pa 1 Allowable heights are based on transverse load test complying with ICBO ES AC86, with studs spaced a maximum of 24 inches on center. 2 Limiting height is based on the lesser height of deflection or strength 3 Limiting heights with deflection greater than 14 feet are based on strength results of 14-foot assemblies. Additional Information 47

48 Slotted Track Deflection Track 48 Fe a t u r e s & Be n e f i t s Fire-rated deflection system Standard Slotted Track allows up to 1" of vertical movement Custom shapes and slot sizes available 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 Available in custom widths and thicknesses Integrated with traditional wall systems Easy installation reducing labor costs P r o d u c t Ap p l i c a t i o n SCAFCO Slotted Track is the industry preferred system for achieving head of wall deflection and fire rating for interior and exterior walls. SCAFCO Slotted Track has met the movement and cycling requirements of ANSI/UL 2079, and is UL classified for 1, 2, 3 & 4 Hour fire ratings in head of wall fire-rated joint systems. Details & 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 M a t e r i a l Co m p o s i t i o n ASTM: A 653 / A 653M : 33, 43 mil: 33 ksi 54, 68, 97 mil: 50 ksi Galvanized Coating: 33,43,54 mil; G-60 68,97 mil; G-90 2 ½ Slotted Deep Leg Track Pitched Slotted Track 12 1 ½ Slotted Angle Additional Information ¼ 1 O.C. UL Classified for US and Canada UL File No. R25017 Standard Slotted Track Slotted Pitch Track 1 ½ Slotted Curved Track UL Head of Wall Joint Systems Numbers HW-D-0003 HW-D-0076 HW-D-0170 HW-D-0241 HW-D-0275 HW-D-0016 HW-D-0077 HW-D-0173 HW-D-0242 HW-D-0277 HW-D-0020 HW-D-0082 HW-D-0183 HW-D-0243 HW-D-0278 HW-D-0021 HW-D-0083 HW-D-0184 HW-D-0246 HW-D-0293 HW-D-0024 HW-D-0084 HW-D-0185 HW-D-0259 HW-D-0313 HW-D-0025 HW-D-0085 HW-D-0186 HW-D-0260 HW-D-0322 HW-D-0029 HW-D-0087 HW-D-0190 HW-D-0263 HW-D-0341 HW-D-0031 HW-D-0088 HW-D-0193 HW-D-0265 HW-D-0034 HW-D-0089 HW-D-0194 HW-D-0271 HW-D-0036 HW-D-0091 HW-D-0195 HW-D-0272 HW-D-0042 HW-D-0099 HW-D-0205 HW-D-0043 HW-D-0101 HW-D-0210 HW-D-0044 HW-D-0102 HW-D-0217 HW-D-0045 HW-D-0106 HW-D-0218 HW-D-0046 HW-D-0107 HW-D-0047 HW-D-0108 HW-D-0048 HW-D-0111 HW-D-0049 HW-D-0134 HW-D-0054 HW-D-0136 HW-D-0062 HW-D-0137 HW-D-0063 HW-D-0144 HW-D-0067 HW-D-0146 HW-D-0068 HW-D-0152 HW-D-0069 HW-D-0154 HW-D-0071 HW-D-0160 HW-D-0072 HW-D-0162 HW-D-0073 HW-D-0167

49 Slotted Track S e c t i o n Pr o p e r t i e s Member Fy Design Gross Designation Thickness (in) Area Weight Ix Rx Iy Ry (in 2 ) (lb/ft) (in 4 ) (in) (in 4 ) (in) 250SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT250-33¹ SLT SLT SLT SLT O r d e r In f o r m a t i o n Part Number Design Thickness Web Width 250SLT ½ 250SLT ½ 250SLT ½ 250SLT ½ 250SLT ½ 250SLT ½ 350SLT ½ 350SLT ½ 350SLT ½ 350SLT ½ 350SLT ½ 350SLT ½ 362SLT ⅝ 362SLT ⅝ 362SLT ⅝ 362SLT ⅝ 362SLT ⅝ 362SLT ⅝ Additional Information ½ Clearance Minimum Slotted Track #8 Fasteners Section View Steel Stud Notes 1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentrated loads. 2. Gross properties based on the full section, not reduced for flange slots. 3. Effective properties based on a compression flange of 1/2" (before local buckling reductions) and a tension flange of 1". 4. For deflection calculations, use effective Ixx. 5. All properties based on unpunched webs. 6. Web depth is equal to the nominal depth plus two times the design thickness, plus the inside bend radius. 7. X-X properties are 'strong-axis' properties, Y-Y properties are about the 'weak-axis'. 8. Effective properties based on the "North American Specification for the Design of Cold-Formed Steel Structural Members," edition with 2004 Supplement Part Number Design Thickness Web Width 400SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT SLT Deflection Track 49

50 Track-in-Track Deflection System TTDS P r o d u c t Ap p l i c a t i o n SCAFCO Track-in-Track Deflection System TTDS 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 preconstructed wall assembly slides into the deep leg track. The wall assembly 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. O r d e r In f o r m a t i o n Px Deflection Track Deflection Gap Top Track Track-in-Pitch Track Also Available: Please Specify P Example: 612T P Fe a t u r e s & Be n e f i t s Standard Track-in-Track Deflection System allows up to 1 of vertical movement. Absorbs head-of-wall and floor extension or compression movement. Available in custom widths and thicknesses M a t e r i a l Co m p o s i t i o n Product conforms to ASTM A653, A653M, A1003, and C645 standard specifications. : 33, 43 mil: 33 ksi 54, 68, 97 mil: 50 ksi Galvanized Coating: 33, 43, 54 mil; G-60 Hot Dipped Galvanized 68, 97 mil; G-90 Hot Dipped Galvanized Track-in-Track Deflection 50 Product Code TTDS Product Code TTDS SSMA Reference SSMA Reference 2 ½ Stud Width Track-in-Track Deflection System TTDS Thickness Inches 3 ½ Stud Width Track-in-Track Deflection System TTDS Thickness Inches Additional Information TTS Size (in) Size (in) Weight (Lbs/Ft) 262T / T / T / T / T / Weight (Lbs/Ft) 362T / T / T / T / T /4 5.03

51 O r d e r In f o r m a t i o n Co n t i n u e d Track-in-Track Deflection System TTDS Product Code TTDS SSMA Reference 3 ⅝ Stud Width Track-in-Track Deflection System TTDS Thickness Inches TTS Size (in) Weight (Lbs/Ft) 375T / T / T / T / T / Product Code TTDS SSMA Reference 4 Stud Width Track-in-Track Deflection System TTDS Thickness Inches Size (in) Weight (Lbs/Ft) 412T / T / T / T / T / Product Code TTDS Product Code TTDS Product Code TTDS SSMA Reference SSMA Reference SSMA Reference 5 ½ Stud Width Track-in-Track Deflection System TTDS Thickness Inches 6 Stud Width Track-in-Track Deflection System TTDS Thickness Inches 8 Stud Width Track-in-Track Deflection System TTDS Thickness Inches Additional Information Size (in) Weight (Lbs/Ft) 812T / T / T / T / T / Size (in) Weight (Lbs/Ft) 612T / T / T / T / T / Size (in) Weight (Lbs/Ft) 562T / T / T / T / T / Track-in-Track Deflection 51

52 Drain Track System DT P r o d u c t Ap p l i c a t i o n Drain Track DT is designed to allow water to drain from the bottom track of a wall exposed to rain or snow while under construction. Small punch-outs have been staggered at the outer bottom edge of the track at 20 centers on both sides. No special layout or design is required when using Drain Track System. Fe a t u r e s & Be n e f i t s Available in all standard track sizes Disposes of water build up in track Eliminates concerns of mildew or mold Labor free Fastener locations not affected Rigid and won't collapse while handling 20 O.C. M a t e r i a l Co m p o s i t i o n ASTM: A 653 / A 653M : 33 ksi for 33 & 43 mil 50 ksi for 54 & 68 mil Coating: Hot Dipped Galvanized G-60 coating Material Thickness: 33 mil (20 gauge) Design Thickness: inches Material Thickness: 43 mil (18 gauge) Design Thickness: inches Material Thickness: 54 mil (16 gauge) Design Thickness: inches Material Thickness: 68 mil (14 gauge) Design Thickness: inches 20 O.C. Drain Track 10 STAGGER ⅝ 6 Web Width 1½ Leg Width Length in ft 600 DT ¾ DT=Drain Track 43 mil 52 Drain Track System complies with standard SSMA nomenclature using the letters DT as the product identification. Follow example to the right when ordering Drain Track System. Additional Information

53 P r o d u c t Ap p l i c a t i o n Custom Brake Shapes SCAFCO Steel Stud Manufacturing Company offers a broad selection of custom brake shapes for a wide range of construction applications. Each shape is custom made to match the precise dimensions you need by using advanced forming equipment. Contact your local Sales Reps and be sure to identify inside and outside measurements along with angles and whether punch-outs are required. Fe a t u r e s & Be n e f i t s Corrosion resistant galvanized coated steel Manufactured exclusively to your drawing and specifications Available up to 14 gauge in 12' and 10 gauge in 10' Odd shape, wide or narrow angles Flat stock sheets also available Deflection Track Any Angle at Any Degree Z-Furring Pitch Track Deep Leg Track Hat Channel Various Custom Shapes Custom Punch-outs Large Variety of Clips and Stiffening Plates M a t e r i a l Co m p o s i t i o n ASTM: A 653 / A 653M : 33, 43 mil: 33 ksi 54, 68, 97 mil: 50 ksi Galvanized Coating: 33,43,54 mil; G60 Hot Dipped Galvanized 68,97 mil; G90 Hot Dipped Galvanized Material Thickness: 30 mil (20 gauge NS) Design Thickness: inches Material Thickness: 33 mil (20 gauge S) Design Thickness: inches Material Thickness: 43 mil (18 gauge) Design Thickness: inches Material Thickness: 54 mil (16 gauge) Design Thickness: inches Material Thickness: 68 mil (14 gauge) Design Thickness: inches Material Thickness: 97 mil (12 gauge) Design Thickness: inches Material Thickness: 118 mil (10 gauge) Design Thickness: inches Custom Shapes Additional Information 53

54 Kwik-Bridge Punch Systems K P r o d u c t Ap p l i c a t i o n Kwik-Bridge Punch System is a unique patented design that incorporates a tab into the punch-out 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 or with Kwik-Stik. The cold roll channel is installed through the stud punch-outs perpendicular to the framing, 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 Systems serves as an alternative method of achieving positive attachment of the cold rolled channel to the steel stud. U.S. Patent No Fe a t u r e s & Be n e f i t s 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 o and attach cold roll channel M a t e r i a l Co m p o s i t i o n ASTM A653/A653M 33, 43 Mil: : 33 ksi 54, 68 Mil: : 50 ksi 33, 43, 54 Mil: G-60 hot dipped galvanized coating 68 Mil: G-90 hot dipped galvanized coating Material Thickness = 33 mil (20 gauge, design thickness) Material Thickness = 43 mil (18 gauge, design thickness) Material Thickness = 54 mil (16 gauge, design thickness) Material Thickness = 68 mil (14 gauge, design thickness) Bridging System 6 Web Width 1⅝ Leg Width Length in ft 54 O r d e r In f o r m a t i o n Kwik-Bridge Punch System uses the standard SSMA nomenclature, but adds a letter K at the end of the product identification. Follow example to the right when ordering you studs with Kwik-Bridge Punch System. Additional Information S K S =Stud 43 mil K = Kwik-Bridge Punch System

55 S l i d e Cl i p s a n d St r u t s Product Information - Packaging and Shipping Catalog Page No. Qty./ Bucket Lbs./ Bucket Buckets/ Skid Lbs./ Skid PLC PLC PLC PLC PLC PLC PLC PLC PLS PLS PLS PLS PLS PLS PLS PLS PLS PLS ISC ISC ISC ISC Price/Ea. Qty. Total Slide Clip PLC1 Slide Clip PLC2 Slide Strut PLS1 Slide Strut PLS2 Slide Clip ISC S e c u r e Cl i p s a n d Pl a t e s Catalog Page No. Qty./ Bucket Lbs./ Bucket Buckets/ Skid Lbs./ Skid AC AC AC AC AC AS AS AS AS AS AS WT WT WT FA FA FA FA FA FA FA FA FA FA Price/Ea. Qty. Total Secure Clip AC Secure Strut AS Wall Tie Secure Clip WT Floor Anchor FA Order Information Additional Information 55

56 Product Information - Packaging and Shipping S e c u r e Cl i p s a n d Pl a t e s Order Information Secure Clip MA Secure Clip MB Secure Clip MC MA Catalog Page No Qty./ Bucket Lbs./ Bucket Buckets/ Skid MA MA MA MA MA MA MA MA MA MA MA MA MA MA MB MB MB MB MB MB MB MB MB MB MB MB MB MB MB MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC Lbs./ Skid Price/Ea. Qty. Total Additional Information

57 S e c u r e Cl i p s a n d Pl a t e s Product Information - Packaging and Shipping BC237 Catalog Page No. 28 Qty./ Bucket Lbs./ Bucket Buckets/ Skid Lbs./ Skid BC BC BC TT TT TT TT HG HG WST WST WST WST WST WST WST WST WST WST KB KB KB Price/Ea. Qty. Total Brace Clip BC Truss Tie TT Secure Plate HG Web Stiffener WST Kwik-Back KB Order Information Additional Information 57

58 Perfect-Curve - Curved Track Order Form Customer Info Sold To Address, City, State, Zip Job Name Ship To Address Phone Fax Contact Name & Number Customer P.O. Date Ordered Date Required Delivery Will Call Order Number Job Number Additional Info. Item No. Splice Tabs Pcs. Thk. (MIL) Length (L) Inside Dim. (ID) Leg Height (H) Inside Radius (IR) Outside Radius (OR) Part Number (Office Use) 1. Order Information Notes / Special Instructions: Additional Information

59 Perfect-Curve - Arched Track Order Form Customer Info Sold To Address, City, State, Zip Job Name Ship To Address Phone Fax Contact Name & Number Customer P.O. Date Ordered Date Required Delivery Will Call Order Number Job Number Additional Info. Item No. IN Leg OUT Splice Tabs Pcs. Thk. (MIL) Length (L) Inside Dim. (ID) Leg Height (H) Inside Radius (IR) Outside Radius (OR) Part Number (Office Use) Notes / Special Instructions: Order Information Additional Information 59

60 Perfect-Curve - Curved Angle Order Form Customer Info Sold To Address, City, State, Zip Job Name Ship To Address Phone Fax Contact Name & Number Customer P.O. Date Ordered Date Required Delivery Will Call Order Number Job Number Additional Info. Item No. IN Leg OUT Pcs. Thk. (MIL) Length (L) Leg Height (H 1 ) Leg Height (H 2 ) Inside Radius (IR) Outside Radius (OR) Part Number (Office Use) 1. Order Information Notes / Special Instructions: Additional Information

61 Perfect-Curve - Circle Track Order Form Customer Info Sold To Address, City, State, Zip Job Name Ship To Address Phone Fax Contact Name & Number Customer P.O. Date Ordered Date Required Delivery Will Call Order Number Job Number Additional Info. Curve Track CT Arched Leg In LI Arched Leg Out LO Item No. Type CT LI LO Qty of Circles Thk. (MIL) Length (L) Inside Dim. (ID) Leg Height (H) Inside Radius (IR) Outside Radius (OR) Part Number (Office Use) Notes / Special Instructions: Office Use Only Approximate Length Each Piece: Number of Pieces Per Circle: Order Information Total Length: Additional Information 61

62 Pre-Formed Header Assembly Order Form Customer Info Sold To Address, City, State, Zip Job Name Ship To Address Phone Fax Contact Name & Number Customer P.O. Date Ordered Date Required Delivery Will Call Order Number Job Number Additional Info. Standard Sections * Manufacturer will subtract 1/2" due to build up. W H Mil 362 HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR HDR Order Information Item No Pcs. * Header Length Stud Width Priceless Header Section Needed Notes / Special Instructions: 62 Additional Information

63 SCAFCO Sales Office Locations Direct Supplier of Light Steel Framing and Specialty Products. Covering the Pacific Northwest from Fifteen Locations and Multiple National Distribution Yards. Sales Office Locations Additional Information 63

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