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Report (68) , . c s. --- ENGINEERING M41 k;fle., as-vio.e 7 SURVEYING .PLANNING 8000 SW Pfaffle St,Portland, OR 97223 Mitif‘ii Sa//ii*A Tel: (503) 598-1866, Fax: (503) 598-1868 itz.,4 ir ir N 3. , , a-z7,0?%.,1" welkinpcflkomcast.net WWw.welkinpc.com . ! : ! ; . . , 1 ; 1 • i ; i ! 1 : , • , i : , , 14— 1( ie.e!/#1 '404/ dolf-itriti it-r, d 14etee (14( f.,,rXee r ' :' il " 1 : 1 ; r1 : 1 ' ' ' ' ' Ir e ; ,.;iii)eri 81/1044-lv, Age.907:4,.;; /t?,e°0 .41" . . 1 Alp i ,60#4e-$: . ; : i(;, „ i/e/4i; •• ,, 4 . 1: ',/: Iv, i . 1 : 1 , • 100., ,... : - YertIlie..4 ; otte,/ill, . 'ear ; ' . ., 1 ,, : , . , , • , ; ; I : , i 1 i ; , - , „i , . ! ; 1, / owl; ,iiviittfoifg,tes4e.,. . i twr qief//4,(e.44e --; ' ; cot : 7. „,/,/ , 111 . , : , . ; . , • . , : , ; ; , , , , ,, , 1 , , ,, w. r1ee, c / , , : : ; s ,,r :41,0 : ,, ; ... . . , , : " .... 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' ' 't4 p 0 1 , 1 , ' . • . . , 1 ' , • ......0.0"*" , , ': 1 1, : , , . , I , , , . , 1 : 1 , , ,, ,e- 44//,:.:, ',.•.'• , th4 ,41.$ Ali .,o • • 9#fa'/I* ; • ; i ; 1 , .; : , . , . : • FSS REPORT' SUPPLEMENT 1 ER-4943P Reissued September 1, 2001 ICBO Evaluation Service,Inc. • 5360 Workman Mill Road, Whittier, California 90601 www.icboes.org Filing Category: DESIGN—Steel BEARING AND NONBEARING STEEL STUDS, JOISTS 3.0 EVIDENCE SUBMITTED AND TRACKS No change. STEEL STUD MANUFACTURERS ASSOCIATION 4.0 FINDINGS 8 SOUTH MICHIGAN AVENUE,SUITE 1000 That the changes noted herein comply with the 1997 CHICAGO,ILLINOIS 60803 Uniform Building Code ", the 2000 International 1.0 SUBJECT Building Code°,and the 2000 International Residential • Code•,subject to the following conditions: Bearing and Nonbearing Steel Studs, Joists and Tracks. 4.1 through 4.3: No change. (Issued October 1, 2002.) Add the following two additional listees: 4.5 Revise as follows:The studs are manufactured at Custom Stud, Inc. the facilities noted in Table 2. 21778 Highview Avenue 4.8 No change. Lakeville, Minnesota 55044 Unless specifically noted In this evaluation report supplement, the master report remains valid and Steeler, Inc. unchanged. 10023 Martin Luther King Way South This report expires concurrently with the master Seattle,Washington 98178 report dated September 1,2001. 2.0 DESCRIPTION No change. Add the following manufacturing facilities to Table 2: Custom Stud Manufacturing, Inc. 21778 HighviewAve., Lakeville, Minnesota Steeler, Inc. 6851 Smith Ave., Newark, California Steeler, Inc. 10023 Martin Luther King Way South, Seattle,Washington 011 R6PQRT9"are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as ���� an endorsement of the subject of the report or a recommendation fits Its use.There Is no warranty by ICBG Evaluation Service.Inc.,express or Implied, as to any finding or other matter in this report.or as to any product covered by the report, Copyright 0 2002 Page 1 of 1 Page 4 of 4 ER-4943P TABLE 3—ITEMS FROM THE CATALOG DATED 7/01 THAT ARE PART OF THIS EVALUATION REPORT ITEM PAGES General Product Information 1-5 Physical Structural Properties Tables 8-11 Interior Composite Wall Height Tables 12-13 Allowable Nonbearing Wall Heights Tables 14-19 Combined Lateral and Axial Load Tables 20-30 Joist Span Tables 31-38 Header Load Tables 37-38 Web Crippling Tables and Details 39-41 Ceiling Span Table and Detail 42-43 U-Channel and Furring Channel Section Properties and Spans 45-47 Typical Details 44,49 and 50 e REPORT' ER-4943P Reissued September 1, 2001 ICBO Evaluation Service,Inc. • 5360 Workman Mill Road, Whittier,California 90601 • www.icboes.org Filing Category: DESIGN—Steel BEARING AND NONBEARING STEEL STUDS UNIMAST INCORPORATED 4825 NORTH SCOTT STREET STEEL STUD MANUFACTURERS ASSOCIATION SCHILLER PARK,ILLINOIS 60176 8 SOUTH MICHIGAN AVENUE,SUITE 1000 CHICAGO,ILLINOIS 80603 UNITED METAL PRODUCTS,INC. , 234 NORTH SHERMAN AVENUE ALLIED STUDCO CORONA,CALIFORNIA 92882 2525 NORTH 27TH AVENUE PHOENIX,ARIZONA 85009 WESTERN METAL LATH AND STEEL FRAMING SYSTEMS CEMCO 8510 GENERAL DRIVE 263 SOUTH COVINA LANE RIVERSIDE,CALIFORNIA 92509 CITY OF INDUSTRY,CALIFORNIA 91744 1.0 SUBJECT: CONSOLIDATED FABRICATORS CORP. Bearing and Nonbearing Steel Studs,Joists and Tracks. 7816 EAST SOMERSET 2.0 DESCRIPTION PARAMOUNT,CALIFORNIA 90723 The design of the steel studs,joists and tracks described CONSOLIDATED SYSTEMS,INC. in this report complies with Section 2217 of the 1997 650 ROSEWOOD DRIVE Uniform Building Code"(UBC),Section 2205 of the 2000 COLUMBIA,SOUTH CAROLINA 29201 International Building Code•(IBC), Section 2206.1 of the SOCA National Building Code/1999 and Section 2204.1 of DESIGN SHAPES IN STEEL the 1999 Standard Building Code. 10316 EAST RUSH 2.1 General: SOUTH EL MONTE,CALIFORNIA 91733 Punched steel studs and unpunched joists and tracks are roll-formed in various depths with the metal thicknesses DIETRICH INDUSTRIES,INC. indicated in Table 1. 600 GRANT STREET,SUITE 2226 Section designations, section properties, steel yield PITTSBURGH,PENNSYLVANIA 15219 strength, etc., are set forth on pages 6 through 11 and pages 2 through 5 of the accompanying Steel Stud INNOVATIVE STEEL SYSTEMS Manufacturers Association catalogs, "Product Technical 15700 SOUTH McKINLEY Information," dated 7/01, and "Supplemental Product LATHROP,CALIFORNIA 95330 Technical Information," dated May 2001. Web crippling details and maximum web crippling loads are noted on KNORR STEEL FRAMING SYSTEMS pages 39 through 41, and pages 6 and 7, of the 6073 SALEM–DALLAS HIGHWAY accompanying catalogs. SALEM,OREGON 97304 2.2 Nonbearing Wall Heights: Allowable nonbearing wall heights for interior composite QUAIL RUN BUILDING MATERIALS,INC. wall design are noted on pages 12 and 13 of the 2102 WEST LONE CACTUS DRIVE accompanying catalog dated 7/01. Allowable interior PHOENIX,ARIZONA 86027 nonstructural wall heights,using only section properties of the steel,are noted on pages 14 and 15. Allowable limiting SCAFCO CORPORATION wall heights for curtain walls are noted on pages 16 6212 EAST MAIN AVENUE through 19 of the accompanying catalog. POST OFFICE BOX 11216 2.3 Load-bearing Wall Studs: SPOKANE,WASHINGTON 99211-1215 Allowable axial loads combined with lateral loads for various heights and stud spacings based on mechanical STEEL DEVELOPERS, LLC bracing at maximum 48 inches(1219 mm)on center and 7448 WEST SAHARA sheathing on both sides for lateral stability,with the design LAS VEGAS,NEVADA 89117 `' REPORTS"are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as • an endorsement of the subject of the report or a recommendation for lb use.There is no warranty by ICBO Evaluation Service,Inc.,express or Implied, ANSI ( SI as to any finding or other matter In this report,or as to any product covered by the report. Copyright C 2001 Page 1 of 4 • t Page 3 of 4 ER-4943P TABLE 1—METAL THICKNESS MINIMUM DESIGN REFERENCE THICKNESS' THICKNESS(Inch) GAGE (mils) 18 0.0188 25 27 0.0283 22 30 0.0312 20 drywall 33 0.0348 20 structural 43 0.0451 18 54 0.0566 16 88 0.0713 14 97 0.1017 12 118 0.1242 10 For SI:1 inch=25.4 mm. 'Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness of base metal delivered to the jobsite. TABLE 2—MANUFACTURING FACILITIES COMPANY MANUFACTURING FACILITY Allied Studco 2525 N.27th Ave.,Phoenix,Arizona CEMCO 283 S.Covina Lane,City of Industry,California CEMCO 1001-A Pittsburgh Antioch,Pittsburgh,California Consolidated Fabricators Corp. 7815 E.Somerset,Paramount,California Consolidated Systems,Inc. 4900 Hungerford Road,Memphis,Tennessee Design Shapes in Steel 10315 E.Rush,South El Monte,California Dietrich Industries 420 South 53rd Ave,Phoenix,Arizona Dietrich Industries 2525 South Airport Way,Stockton,California Dietrich Industries 91-300 Hanua Street,Kapolei,Hawaii Dietrich Industries 2001 Cooley Drive,Colton,California Dietrich Industries 3351 East Valley Road,Renton,Washington Innovative Steel Systems 15700 S.McKinley,Lathrop,California Knorr Steel Framing Systems 5073 Salem-Dallas Hwy.,Salem,Oregon Quail Run Building Materials,Inc. 2102 West Lone Cactus Dr.,Phoenix,Arizona SCAFCO Corporation 6212 E.Main Ave.,Spokane,Washington Steel Developers,LLC 7448 W.Sahara,Las Vegas,Nevada Unimast Incorporated 3901 Olympic Blvd.,Joliet,Illinois United Metal Products,Inc. 234 N.Sherman Ave.,Corona,California Western Metal Lath and Steel Framing Systems 8510 General Dr.,Riverside,California Western Metal Lath and Steel Framing Systems 1851 Alexander Ave.,Tacoma,Washington � i Page 2 of 4 ER-4943P ' complying with Section C5 in the "Specification for the • Allowable end reaction based on table heights must be Design of Cold-formed Steel Structural Members," 1996 checked for web crippling allowable concentrated loads. edition, are noted on pages 20 through 30 of the End reaction = [load (psf)] [spacing (in.)] [height from accompanying catalog dated 7/01. table(ft.)]/24. 2.4 Joist: • Heights are based on web punchouts at a minimum Allowable joist span for various loads,joist spacings and distance of(1.5h)from the edge of bearing(h is the stud span conditions are noted on pages 31 through 36 of the web depth). accompanying catalog dated 7/01. Pages 47 and 48 of the catalog dated 7/01 are not 2.5 Header Load Table: recognized as part of this report Allowable loads for header construction are noted on 2.9 Identification: pages 37 and 38 of the accompanying catalog dated 7/01. Each stud is identified with the manufacturer's name,yield 2.6 Ceiling Span: strength[if over 33 ksi(228 MPa)], minimum base-metal Allowable ceiling span for 4 psf, 6 psf and 13 psf (192 thickness, and the ICBG ES report number embossed or N/m2, 287 N/m2 and 633 N/m2) total loading, L/240 and stamped on the web of each section at a maximum of 48 L/360 deflections, various spacings and span conditions inches(1219 mm)on center. are noted on pages 42 and 43 of the accompanying 3.0 EVIDENCE SUBMITTED catalog dated 7/01. Descriptive details, load test reports, engineering 2.7 Materials: calculations,report of composite construction load test and 2.7,1 Steel Members: Studs, joists and tracks are proposed product technical information,in accordance with the ICBG ES Acceptance Criteria for Steel Studs, Joists formed from steel having a minimum 33,000 psi (228 MPa) yield point (ASTM A653 SS Grade 33 or ASTM and Tracks(AC46),dated January 2001. A1011 SS Grade 33) for thicknesses of 0.0179 inch (18 4.0 FINDINGS mils)(0.454 mm)through 0.1180 inch(118 mils)(3 mm), That the Steel Stud Manufacturers Association Bearing and a minimum 50,000 psi(345 MPa)yield point(ASTM and Nonbearing Steel Studs, Joists and Tracks A 653 SS Grade 50, Class 1 or 3, or ASTM A 1011 SS described to this report comply with the 1997 Uniform Grade 50)for thicknesses of 0.0538 inch (54 mils)(1.366 Building Code*'",the 2000 International BuildingCodes, mm)through 0.1180 inch(118 mils)(3 mm). the BOCA National Building Code/1999 and the 1999 2.7.2 Gypsum Board: Gypsum board conforms to Standard Building Code, subject to the following ASTM C 36,with thicknesses of inch(12.7 mm)and 8/8 conditions: inch(15.9 mm). 4.1 Studs, joists and tracks are installed In 2.7.3 Steel Screws: No.6,Type S, 11/8-inch-long(28.6 accordance with this report and the mm)steel screws conform to ASTM C 1002. manufacturer's instructions. 2.8 Tables and Details: 4.2 Allowable heights and loadings comply with the The catalogs entitled "Product Technical Information," accompanying tables. dated 7/01, and "Supplemental Product Technical 4.3 Uncoated minimum steel thickness of cold- Information," dated May 2001, which are a part of this formed members as delivered to the Jobsite shall report, are available on the ICBG ES web site and on the be at least 95 percent of the thickness used in ICBG ES evaluation report CD-ROM, under ER-4943. design. Only the items indicated in Table 3, for the catalog dated 4.4 Complete plans and calculations verifying 7/01, are part of this report(the entire catalog dated May compliance with this report must be submitted to 2001 is part of this report). Structural properties for the effective moments of inertia on the building official for each project. pages 6 through 11 of the catalog dated 7/01, and pages 4.5 The studs are manufactured at the facilities noted 2 through 5 of the catalog dated May 2001, are based on in Table 1. Procedure I for deflection determination at the allowable 4.6 Stud member end reactions, resulting from moment Ma. allowable heights and loads, as noted in the Allowable wall height tables on pages 14 through 19 of the accompanying tables,must be checked with the catalog dated 7/01 are based on the following web crippling tables noted In the accompanying considerations: catalog. • The tabulated partition heights are based on flexure, This report is subject to re-examination In two years. deflection and shear,whichever governs. e REPORT' ER-4943P Reissued September 1, 2001 ICBG Evaluation Service,Inc. • 5360 Workman Mill Road, Whittier,California 90601 • www.icboes.org Filing Category: DESIGN—Steel BEARING AND NONBEARING STEEL STUDS UNIMAST INCORPORATED 4825 NORTH SCOTT STREET STEEL STUD MANUFACTURERS ASSOCIATION SCHILLER PARK,ILLINOIS 60176 8 SOUTH MICHIGAN AVENUE,SUITE 1000 CHICAGO,ILLINOIS 60603 UNITED METAL PRODUCTS, INC. 234 NORTH SHERMAN AVENUE ALLIED STUDCO CORONA,CALIFORNIA 92882 2526 NORTH 27TH AVENUE PHOENIX,ARIZONA 85009 WESTERN METAL LATH AND STEEL FRAMING SYSTEMS CEMCO 6510 GENERAL DRIVE 263 SOUTH COVINA LANE RIVERSIDE,CALIFORNIA 92509 CITY OF INDUSTRY,CALIFORNIA 91744 1.0 SUBJECT: CONSOLIDATED FABRICATORS CORP. Bearing and Nonbearing Steel Studs, Joists and Tracks. 7815 EAST SOMERSET 2.0 DESCRIPTION PARAMOUNT,CALIFORNIA 90723 The design of the steel studs,joists and tracks described CONSOLIDATED SYSTEMS,INC. in this report complies with Section 2217 of the 1997 ROSEWOOD DRIVE Uniform Building CodeTM(UBC),Section 2205 of the 2000 COLUMBIA,650 SOUTH CAROLINA 29201 International Building Code (IBC), Section 2206.1 of the BOCA National Building Code/1999 and Section 2204.1 of DESIGN SHAPES IN STEEL the 1999 Standard Building Code. 10316 EAST RUSH 2.1 General: SOUTH EL MONTE,CALIFORNIA 91733 Punched steel studs and unpunched joists and tracks are roll-formed in various depths with the metal thicknesses DIETRICH INDUSTRIES,INC. indicated in Table 1. 600 GRANT STREET,SUITE 2226 Section designations, section properties, steel yield PITTSBURGH,PENNSYLVANIA 15219 strength, etc., are set forth on pages 6 through 11 and pages 2 through 5 of the accompanying Steel Stud INNOVATIVE STEEL SYSTEMS Manufacturers Association catalogs, "Product Technical 15700 SOUTH McKINLEY Information," dated 7/01, and "Supplemental Product LATHROP,CALIFORNIA 96330 Technical Information," dated May 2001. Web crippling details and maximum web crippling loads are noted on KNORR STEEL FRAMING SYSTEMS pages 39 through 41, and pages 6 and 7, of the 6073 SALEM–DALLAS HIGHWAY accompanying catalogs. SALEM,OREGON 97304 2.2 Nonbearing Wall Heights: Allowable nonbearing wall heights for interior composite QUAIL RUN BUILDING MATERIALS,INC. wall design are noted on pages 12 and 13 of the 2102 WEST LONE CACTUS DRIVE accompanying catalog dated 7/01. Allowable interior PHOENIX,ARIZONA 86027 nonstructural wall heights,using only section properties of the steel,are noted on pages 14 and 15. Allowable limiting SCAFCO CORPORATION wall heights for curtain walls are noted on pages 16 8212 EAST MAIN AVENUE through 19 of the accompanying catalog. POST OFFICE BOX 11216 2.3 Load-bearing Wall Studs: SPOKANE,WASHINGTON 99211-1215 Allowable axial loads combined with lateral loads for various heights and stud spacings based on mechanical STEEL DEVELOPERS,LLC bracing at maximum 48 inches(1219 mm)on center and 7448 WEST SAHARA sheathing on both sides for lateral stability,with the design LAS VEGAS,NEVADA 89117 REPORTS"are not to be construed as representing aesthetics or any other attributes not.specifically addressed,nor are they to be construed as ANSI an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICBG Evaluation Service,Inc.,express or implied, A r as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2001 Page 1 of 4 ISIk1s6 ST EL s144) s ,.. . z 1 .0. 4. % ,.. ,,.. -'47,-, ,-;-, uRE R S SSMA Steel Stud Manufacturers Association WWW.SSMA.COM Cold-Formed Steel Details r Contents Cover Page 1 Contents 2 Disclaimer 4 Window Details: Load Bearing, Back to Back Header, Single Jamb ... 5 Load Bearing, Back to Back Header, Boxed Jamb 6 Load Bearing, Back to Back Header, Back to Back Jamb ...... 7 Load Bearing, Boxed Header, Single Jamb 8 Load Bearing, Boxed Header, Boxed Jamb 9 Load Bearing, Boxed Header, Back to Back Jamb 10 Load Bearing, Single Header with Strongback, Single Jamb 11 Load Bearing, Single Header with Strongback, Boxed Jamb 12 Load Bearing, Single Header with Strongback, Back to Back Jamb ... ...... 13 Non-Load Bearing, Single Track Header, Single Jamb 14 Non-Load Bearing, Single Track Header, Boxed Jamb 15 Non-Load Bearing, Single Track Header, Back to Back Jamb. 16 Door Details: Load Bearing, Back to Back Header, Single Jamb 17 Load Bearing, Back to Back Header, Boxed Jamb 18 Load Bearing, Back to Back Header, Back to Back Jamb 19 Load Bearing, Boxed Header, Single Jamb... 20 Load Bearing, Boxed Header, Boxed Jamb 21 Load Bearing, Boxed Header, Back to Back Jamb ... 22 Load Bearing, Single Header with Strongback, Single Jamb 23 Load Bearing, Single Header with Strongback, Boxed Jamb ... 24 Load Bearing, Single Header with Strongback, Back to Back Jamb... 25 Non-Load Bearing, Single Track Header, Single Jamb ... 26 , Non-Load Bearing, Single Track Header, Boxed Jamb 27 Non-Load Bearing, Single Track Header, Back to Back Jamb 28 Deflection Track Assembly: Single Track with Cold-rolled Channel ... 29 Double Deflection Track 30 Bridging Single Flat Strap with Blocking 31 Double Flat Strap with Blocking 32 Cold-rolled Channel with Angle Clip 33 Full-height Curtain Wall Deflection Clip 34 Spandrel Curtain Wall Sticker to Beam 35 Diagonal Brace 36 Sticker with Vertical Drop and Diagonal Brace 37 Spandrel Framing at Pony Wall at Steel Post with Embed 38 Bottom Track Anchorage Low Velocity Fastener 39 Wedge Anchor 40 Backing Flat Strap— Lightly Loaded 41 Clipped Track— Heavily Loaded 42 Wall Framing at Corner—Track Lap Connection 43 Non-Load Bearing Interior Wall Framed Above Ceiling with Diagonal Kicker 44 Framed to Ceiling with Diagonal Kicker 45 Shearwall X-Bracing 46 Typical Floor Framing 47 r - DISCLAIMER The details contained in this document are intended as a general guide for using Steel Stud Manufacturers Association (SSMA) member products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. The SSMA and its members assume no liability for failure resulting from the use or misapplication of the detail drawings contained herein. This document may not be reproduced or distributed in any form, electronic or otherwise, without the express written consent of SSMA. In no event will SSMA be liable for any damages, including loss of data or information of any kind, lost profits, cost of cover or any other special, incidental, consequential or indirect damages arising out of this agreement or the use or inability to use the details, however caused, and on any theory of liability. Warning: This electronic file is furnished without guarantee of compatibility with recipient's hardware or software and may contain undetected viruses or other harmful material. It is recommended that the recipient check the electronic file prior to use. SSMA assumes no responsibility for damage to user's property as a result of receiving and/or using the electronic file. I Window - Load Bearing 141 ,, Back to Back Header Single Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: 1 . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. 2.Back to back header reduces web-crippling pp 9 HEADER TRACKS reinforcement requirements. '�� 3.Using a wider flange and thicker jamb stud material �ly��, f reduces cost of installation compared to built-up jamb HEADER <a studs. MEMBERS „ 4.Using a wider flange reduces possibility of installing a �� wall stud as a jamb stud. ii,, �� ©�� JAMB DISADVANTAGES: ci 4 /. Requires the clip angle below the head track to be 41 ANGLE sized to transfer the vertical load from the head into the jamb. CRIPPLE STUD 2.Back to back headers will not provide backing for SILL attaching window covering support. .3.1119h-end reactions for single web jamb studs may 1 0 0/-All / require reinforcement to reduce web-crippling failure. INFILL STUD TYPICAL BASE j # ANCHORAGE ADDITIONAL OpiANCHORAGE @ JAMB BASE TRACK Window - Load Bearing 4Back to Back Header Boxed Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: 1 . Use of cripple stud to receive head/sill tracks at the / jamb studs helps maintain alignment of finishes. 2.Back to back header reduces web-crippling HEADER TRACKS 401110;11 reinforcement requirements. 3.Boxed jamb studs welded together reduces material yil, }+ build-up and finish problems. HEADER �� �� �� MEMBERS / 1 Alk,k,r' JAMB DISADVANTAGES: til /. Requires the clip angle below the head track to be ANGLE sized to transfer the vertical load from the head into the jamb. lPoofriCRIPPLE STUD 2.Back to back headers will not provide backing for SILL attaching window covering.support. 0 3./ugh-end reactions for single web Jamb studs may require reinforcement to reduce web-crippling failure.4.Requires 43 mil and thicker jamb stud material so weld can be made easily. INFILL STUDTYPICAL BASE ANCHORAGEADDITIONAL ANCHORAGE JAMB BASE TRACK Window - Load Bearing 1111)1 Back to Back Header Back to Back Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. 11. 1°°:1 Back to back header reduces web-cri hn2. pp 9 HEADER TRACKS reinforcement requirements. HEADER �� 3.Usmg a back to backjamb with a track cap piece at the '� �� opening eliminates welding so that thinner material can MEMBERS �, � TRACK PIECE be used depending on the load requirements. @ OPEN SIDE 4.Reduces the need to reinforce the web at the end reactions of the jamb studs. 1 ' '' . _,,,,, , 0 JAMB //i�l DISADVANTAGE.S: 1111 ANGLE /. Requires the chp angle below the head track to be sized to transfer the vertical load from the head CRIPPLE STUD into the jamb. SILL 2.Back to back headers will not provide backing for attaching window covering support. 40Al 3.Material build-up at the Jamb studs can cause finish and window frame problems. INFILL STUD -� illra 4; / TYPICAL BASE ADDITIONAL ANCHORAGE '40010j 1 ANCHORAGE @ JAMB BASE TRACK r Window - Load Bearing ik 141 Boxed Header Single Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. B xed header membersprovide backingfor attachment 2- o HEADER TRACKS of window covering support. �, 1041 3.Using a wider flange and thicker jamb stud material HEADER ��� 01,4 reduces cost of installation compared to built-up jamb MEMBERS �&Pjj .� studs. �� // 4.Using a wider flange reduces possibility of installing a // wall stud as a jamb stud. 0°0 / // NOV: // 4411tko." JAMB D/5ADVANTAGE5: 41 /. Requires the chp angle below the head track to be 41 ANGLE sized to transfer the vertical load from the head into the jamb. CRIPPLE STUD 2.Boxed header increases web-crippling reinforcement SILL being required at each end of the header vs. back 4011111 to back headers. 3.1-ligh-end reactions for single web jamb studs may require reinforcement to reduce web-cnpphng failure. INFILL STUD TYPICAL BASE ANCHORAGE4400. ADDITIONAL ANCHORAGE @ JAMB BASE TRACK _ Window - Load Bearing Boxed Header Boxed Jamb INFILL STUDCRIPPLE STUD ADVANTAGES: Use of cripple stud to receive head/sill tracks at the iamb studs helps maintain alignment of finishes. 2.Boxed iamb studs welded together reduces material HEADER TRACKS build-up and finish problems. i)I 3.8oxed header members provide backing for attachment HEADER ♦ HI of window covering support. MEMBERS DI5ADVANTAGES: .4V / 1. Re uires the clan le below the head track to be 44 / // JAMB sized to transfer the vertical load from the head into the jamb. AI 44* 2.Boxed header increases web-cripp/Ing reinforcement ANGLE being required at each end of the header vs, back to back headers. CRIPPLE STUD 3.High-end reactions for single web jamb studs may SILLIIIIII require reinforcement to reduce web-crippling failure. 4-Requires 43 rail and thicker jamb stud material so weld can be made easily. INFILL STUD 41,-_,,, _____.„. ,,, TYPICAL BASE ANCHORAGEADDITIONAL { ANCHORAGE @ JAMB BASE TRACK Window - Load Bearing o'' Boxed Header r Back to Back Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the t' I Ill iamb studs helps maintain alignment of finishes. 2.Boxed jamb studs welded together reduces material HEADER TRACKS build-up and finish problems. �, 3.Using a back to back jamb with a track cap piece at the HEADER 0 opening eliminates welding so that thinner material can MEMBERS �� IV' .' TRACK PIECE be used depending on the load requirements. �� OPEN SIDE 4.Reduces the need to reinforce the web at the end „ @4 . reactions of the jamb studs. WP / /110 JAMB �// 4., DISADVANTAGES: ANGLE /. Requires the clip angle below the head track to be sized to transfer the vertical load from the head CRIPPLE STUD into the jamb. SILL 2.Doxed header increases web-crippling reinforcement ,I being required at each end of the header vs. back to back headers. 3.Material build-up at the jamb studs can cause finish and window frame problems. INFILL STUD TYPICAL BASE 4, ANCHORAGE livew ADDITIONAL ANCHORAGE @ JAMB BASE TRACK - I Window - Load Bearing �� Single Header with Strong back j Single Jamb INFILL STUD - 1 oo /I' f ADVANTAGES: il ,, I . Use of cripple stud to receive head/sill tracks at the jamb STRONGBACK1Y11studs helps maintain alignment of finishes. 2.Strongback header minimizes number of members to be installed vs. back to back or boxed header. i 1011141 CRIPPLE STUD 3.Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up jamb iti,41studs. 4.Using a wider flange reduces possibility of installing a wall stud as a jamb stud. ,14E , ' 5.Provides good vertical load transfer at each strongback INP' - (000 ) eader into jamb stud. 001' 6.Reduces web-crippling reinforcement being required at '�� 0 JAMB end of strongback header. HEADER TRACK SILL CRIPPLE STUD DISADVANTAGE5: I. Requires a cethng being instal/ed to hide vertical S R�0 R2114110 strongback. .strongback would interfere with installing interior wall covering at the strongback. INFILL STUD 11101"11410","113.Back to back headers will not provide backing for attaching window covering support. TYPICAL BASE j � 4.May require a thicker or wider flange head track ANCHORAGE ADDITIONAL member with only one member being installed to ANCHORAGE resist the horizontal load from the opening. JAMB BASE TRACK Window - Load Bearing .l Single Header with Strongback Boxed Jamb INFILL STUD } t ADVANTAGES: (/ f { - I .Use of cripple stud to receive head/sill tracks at the jamb STRONGBACK • 0/.410 studs helps maintain alignment of finishes. 2.Strongback header minimizes number of members to be { installed v5. back to back or boxed header. CRIPPLE STUD 3Boxed jamb studs welded together reduces material build-up and finish problems. 4.Provides good vertical load transfer at each strongback header into iamb stud. , l '1.'l 5 Reduces web-crippling reinforcement being required at G�I�E end of strongback header. (Op? it JAMB DISADVANTAGES: HEADER TRACK /.Requires a ceiling being installed to hide vertical SILL CRIPPLE STUD strongback. t 2.Strongback would interfere with rnstalhng interior wall S � , covering at the strongback. ISE OR 3.High-end reactions for single web jamb studs may I. require reinforcement to reduce web-crippling failure. 4.May require a thicker or wider flange head track INFILL STUD / member with on/y one member being rnsta/led to ��s resist the horizontal load from the opening. TYPICAL BASE 'c- 101) 5.Requires 43 mil and thickerjamb stud material so ANCHORAGEiolOADDITIONAL weld can be made easily. ANCHORAGE @ JAMB BASE TRACK _ Window - Load Bearing Oriiiii Single Header with Strongback INFILL STUD Back to Back Jamb � f ADVANTAGES: 1111) y�i t I .Use of cripple stud to receive head/sill tracks at the jamb STRONGBACK 011 - studs helps maintain alignment of finishes. i 2.5trongback header minimizes number of members to be f installed vs. back to back or boxed header. CRIPPLE STUD 3.Using a back to back jamb with a track cap piece at the Qopening eliminates welding so that thinner material can be �� used depending on the load requirements. 4.Reduces the need to reinforce the web at the end ' TRACK PIECE reactions of the jamb studs. �I(JE @ OPEN SIDE 5.Prov+des good vertical load transfer at each strongback I�I�G, 414Plifril header into iamb stud. GE i► 6.Reduces web-crippling reinforcement being required at , JAMB end of strongback header. HEADER TRACK SILL kill CRIPPLE STUD INTI i:111111 DI5ADVANTAGE5: S�pFRIQRI. Requires a ceiling being installed to hide vertical b. strongback. 2.5trongback would interfere with installing interior wall INFILL STUD covering at the strongback. j e.°.--- _� 3.11/lateral build-up at the jamb studs can cause finish TYPICAL BASE and window frame problems. ANCHORAGE ADDITIONAL 4.May require a thicker or wider flange head track ANCHORAGE member with only one member being installed to @ JAMB resist the horizontal load from the opening. BASE TRACK Window - Non-Load Bearing Single Track Header Single Jamb 4 411 ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. CRIPPLE STUD 2.Usrng a wider flange and thicker jamb stud material INFILL STUD reduces cost of installation compared to built-up jamb studs. 3_Usmg a wider flange reduces possibility of installing a HEADER TRACKS wall stud as a jamb stud. 4.11111hill DISADVANTAGES: .‘11 I. fligh-end reactions for single webjamb studs may j ,I JAMB require reinforcement to reduce web-crippling failure. CRIPPLE STUD ,41100, SILL INFILL STUD 00....70401/ "all" 4- ..e. ADDITIONAL ANCHORAGE JAMB BASE TRACK _ Window - Non-Load Bearing Single Track Header �l� Boxed Jamb 1. ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. INFILL STUD CRIPPLE STUD 2.goxed iamb studs welded together reduces material build-up and finish problems. dlillill HEADER TRACKS DISADVANTAGES_ 14104.1/ 1. High-end reactions for single web jamb studs may require reinforcement to reduce web-cnpphng failure. 2.Requires 43 and and thicker jamb stud material so 10 weld can be made easily. JAMB Or CRIPPLE STUD SILL 4,Ilik INFILL STUD !I ,fr#` ' 01 ADDITIONAL ANCHORAGE @ JAMB BASE TRACK Window - Non-Load Bearing Single Track Header 111;1111111 , Back to Back Jamb ADVANTAGES: I .Use of cripple stud to receive headisill tracks at the CRIPPLE STUD jamb studs helps maintain alignment of finishes. INFILL STUD 2.Using a back to back jamb with a track cap piece at the 11\ I� opening eliminates welding so that thinner material can 4401 .„, oti 411101,1%), be used depending on the load requirements. 3.Reduces the need to reinforce the web at the end HEADER TRACKS TRACK PIECE reactions of the jamb studs. DI5ADVANTAGES: 1. Material build-up at the jamb studs can cause finish �l JAMB and window frame problems. 4 . TRACK PIECE SILL o. Ii CRIPPLE STUD ��i INFILL STUD 111 4004 •00,000#(#" ADDITIONAL ANCHORAGE @ JAMB BASE TRACK . 1 Door - Load Bearing 4 Back to Back Header Single Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. 2.Back to back header reduces web-cri hn pp 9 HEADER TRACKS reinforcement requirements. N � 3.Using a wider flange and thicker jamb stud material � �� f reduces cost of installation compared to built-up jamb HEADER �� � <a studs. MEMBERS �'` /� 4.Using a wider flange reduces possibility of installing a �� wall stud as a�amb stud. �" JAMB DISADVANTAGES: `4 4 I. Requires the clip angle below the head track to be 111 ANGLE sized to transfer the vertical load from the head into the jamb. 2.Back to back headers will not provide backing for attaching window covering support. 3.high-end reactions for single web jamb studs may 0 require reinforcement to reduce web-crippling failure. 4.Base track may require reinforcement with chp angle and direct attachment to transfer end reaction from jamb stud. ADDITIONAL ANCHORAGE @ JAMB Door - Load Bearing �l Back to Back Header �' m Boxed Jamb ADVANTAGES: INFILL STUDill CRIPPLE STUD I . Use of cripple stud to receive head/sill tracks at jamb studs helps maintain alignment of finishes. 2.Back to back header reduces web-crippling reinforcement requirements. 11 HEADER TRACKS 3.Boxed jamb studs welded together reduces material .41111* build-up and finish problems. Pi 4.Provides better load transfer from jamb stud to base HEADERr. �a track vs. single jamb stud. MEMBERS �� ' 4 r DISADVANTAGES: IS:10" JAMB /. Requires the clip angle below the head track to A 4I,406. be sized to transfer the vertical load from the ANGLE head into the jamb. 2.Back to back headers will not provide backing for IIII attaching window covering support. 3.High-end reactions for single web jamb studs may require reinforcement to reduce web-crippling . failure. 4.Requires 43 md and thicker jamb stud material so weld can be made easily. ANCHORAGE Door - Load Bearing offi 1 Back to Back Header Back to Back Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the iamb studs helps maintain alignment of finishes. 2.Back to back header reduces web-crippling HEADER TRACKS reinforcement requirements. 3.Using a back to back jamb with a track cap piece at the 411r.IJI Yipl f opening eliminates welding so that thinner material can HEADER � a TRACK PIECE be used depending on the load requirements. MEMBERS 4.Reduces the need to reinforce the web at the end // reactions of the jamb studs. �� „' 5.Provides better load transfer from jamb stud to base iffp5 ";. . Q Ir track vs. single jamb stud. ' /' �l JAMB ANGLE , DISADVANTAGES: I. Requires the clip angle below the head track to be sized to transfer the vertical load from the head into the jamb. 2.Back to back headers will not provide backing for attaching window covering support. IL 3.Matenal buil/--up at the jamb studs can cause finish BASE TRACK and window frame problems. ADDITIONAL ANCHORAGE @ JAMB T Door - Load Bearing ,i Boxed Header ill Single Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at , the iamb studs helps maintain alignment of finishes. 2.Boxed header members provide backing for HEADER TRACKS attachment of window covering support. N. 3.Using a wider flange and thicker jamb stud material reduces cost of installation compared to built-up HEADER ZIWP 1xii f1 jamb studs. MEMBERS ,r1011110:� „<� 4.Usmg a wider flange reduces possibility of installing a wall stud as a jamb stud. 141.146.// JAMB DI5ADVANTAGE5: 4 /.Requires the clip angle below the head track to 11 ANGLE be sized to transfer the vertical load from the head into the jamb. 2.Boxed header increases web-crippling reinforcement being required at each end of the header vs. back to back headers. 0 3.11igh-end reactions for single web,jamb studs may require reinforcement to reduce web-crippling failure. 4.5ase track may require reinforcement with clip angle and direct attachment to transfer end ADDITIONAL reaction from jamb stud. ANCHORAGE @ JAMB Door - Load Bearing Boxed Header If Boxed Jamb ADVANTAGES: INFILL STUD CRIPPLE STUD I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. © 2.Boxed jamb studs welded together reduces material build-up and finish problems. HEADER TRACKS 11 3.Boxed header members provide backing for � tilattachment of window covering support. ' ` ►� it-Provides better load transfer from jamb stud to HEADER te . OW `3 base track V5. single jamb stud. MEMBERS i // 440444„, JAMB DISADVANTAGES: /. Requires the clip angle below the head track to 44 111 be sized tee the vertices/load from the ANGLE head into thejamb. 2.Boxed header increases web-cnpp/hng reinforcement being required at each end of the header vs. back to back headers. 3.tfigh-end reactions for single web jamb studs may require reinforcement to reduce web-crippling failure. be 43 mil and thicker jamb.stud material so weld can be made easily. ANCHORAGE Door - Load Bearing Boxed Header Back to Back Jamb INFILL STUD CRIPPLE STUD ADVANTAGES: I .Use of cripple stud to receive head/sill tracks at the © jamb studs helps maintain alignment of finishes. 2.Boxed jamb studs welded together reduces material HEADER TRACKS f build-up and finish problems. 3.Using a back to back jamb with a track cap piece at the ��� y,P►� opening eliminates welding so that thinner material can HEADER -..,444119' 9l `� TRACK PIECE be used depending on the load requirements. MEMBERS // 4.Reduces the need to reinforce the web at the end � reactions of the jamb studs. 0r/ /' „' 5.Provides better load transfer from jamb stud to base Irtrack vs. single jamb stud. �/1 41/4JAMB ANGLE DISADVANTAGE.5: /. Requires the clip angle below the head track to be sized to transfer the vertical load from the head into the jamb. 2.Boxed header increases web crippling reinforcement 011111'. being required at each end of the header vs. back 11to back headers. Il �i 3.Materal build-up at the jamb studs can cause BASE TRACK finish and window frame problems. ADDITIONAL ANCHORAGE Door - Load Bearing Ai Single Header with Strongback INFILL STUD Single Jamb 110 . ; , _ ADVANTAGES: STRONGBACK 0/111 - I .Use of cripple stud to receive head/sill tracks at jamb studs helps maintain alignment of finishes. 2Strongback header minimizes number of members to be f 1 CRIPPLE STUD installed vs. back to back or boxed header. 3.Using a wider flange and thicker jamb stud material 41 reduces cost of installation compared to built-upjamb '41, I studs. - - 4.Using a wider flange reduces possibility of installing a - �I�E,. wall stud as a jamb stud. I�G / 5.Provides good vertical load transfer at each strongback GEI� header into jamb stud. 11 JAMB G.Reduces web-crippling reinforcement being required at 11 end of strongback header. HEADER TRACK I SI RI DISADVANTAGES: I.Requires a ceiling being installed to hide vertical strongback. 2.Strongback would interfere with installing interior wall covering at the strongback. 3.May require a thicker or wider flange head track member with only one member being installed to ADDITIONAL resist the horizontal load from the opening. ANCHORAGE 4,Base track may require reinforcement with clip @ JAMB angle and direct attachment to transfer end reaction from jamb stud Door - Load Bearing Ali. Single Header with Strongback • Boxed Jamb INFILL STUD 1110 .': ADVANTAGES: I .Use of cripple stud to receive head/sill tracks at jamb STRONGBACK �1`/,p'1 } f - studs helps maintain alignment of finishes. ' 2.Strongback header minimizes number of members to be installed vs. back to back or boxed header. CRIPPLE STUD 3.Boxed jamb studs welded together reduces material build-up and finish problems. !j 4.Provides good vertical load transfer at each strongback (® header into jamb stud. 5.Reduces web-crippling reinforcement being required at G(,I��' J end of strongback header. It, - ., - / G.Provides better load transfer from jamb stud to base GE ' track vs. single jamb stud. •111 JAMB HEADER TRACK DISADVANTAGES: S RIS I. Requires a ceiling being installed to hide vertical IAF R strongback. 2.5trongback would interfere with installing interior wall covering at the strongback. 3.High-end reactions for single web jamb studs may require reinforcement to reduce web-crippling failure. 4.May require a thicker or wader flange head track member with only one member being installed to ANCHORAGE resist the horizontal load from the opening. 5.Requires 43 and and thickerjamb.stud material so weld can be made easily. Door - Load Bearing Single Header with Strongback Iii INFILL STUD Back to Back Jamb f f I' f ADVANTAGES: OP f ,- -41 I .Use of cripple stud to receive head/sill tracks at jamb STRONGBACK � 1 studs helps maintain alignment of finishes. 2.5trongback header minimizes number of members to be f CRIPPLE STUD installed vs. back to back or boxed header. 3.Using a back to back jamb with a track cap piece at the opening eliminates welding so that thinner material can be / I used depending on the load requirements. ' TRACK PIECE 4.Reduces the need to reinforce the web at the end G`I(�E - reactions of the,Jamb studs. I�I� , -(410A1 5.Provides good vertical load transfer at each strongback GE �� header into jamb stud. �1 G.Reduces web-crippling reinforcement being required at JAMB end of strongback header. HEADER TRACK 7.Provides better load transfer from jamb stud to base track vs. single jamb stud. i �RIo tR D15ADVANTAGE5: I. Requires a ceiling being installed to hide vertical , strongback. `111, BASE TRACK 2.5trongback would interfere with installing interior wall covering at the strongback. ADDITIONAL 3.Matenal build-up at the jamb studs can cause finish ANCHORAGE and window frame problems. 4.11/lay require a thicker or wider flange head track member with only one member being instal/ed to resist the horizontal load from the opening. Door - Non-Load Bearing Single Track Header Jamb Single J a ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. CRIPPLE STUD 2.Using a wider flange and thicker jamb stud material INFILL STUD reduces cost of installation compared to built-up jamb studs. ��$0 3.Using a wider flange reduces possibility of installing HEADER TRACKS a wall stud as a jamb stud. DI5ADVANTAGES: I. Nigh-end reactions for single web jamb.studs ,) JAMB may require reinforcement to reduce • web-crippling failure. 2.Base track may require reinforcement with clip angle and direct attachment to transfer end reaction to jamb stud. ADDITIONAL ANCHORAGE @ JAMB Door - Non-Load Bearing Single Track Header Boxed Jamb 114 ADVANTAGES: . Use of cripple stud to receive head/sill tracks at the jamb studs helps maintain alignment of finishes. CRIPPLE STUD 2.13oxed jamb studs welded together reduces INFILL STUD material build-up and finish problems. 3.Provides better load transfer from jamb stud to /�� f base track vs. single jamb stud. ll HEADER TRACKS ��� DISADVANTAGES: ii I. thgh-end reactions for single web jamb studs may require reinforcement to reduce rweb-crippling failure. JAMB 2.Requires 43 mil and thickerjamb stud 11 material.so weld can be made easily. lio ANCHORAGE Door - Non-Load Bearing Single Track Header ., Back to Back Jamb • ADVANTAGES: I . Use of cripple stud to receive head/sill tracks at the CRIPPLE STUD jamb studs helps maintain alignment of finishes. INFILL STUD 2.Using a back to back jamb with a track cap piece at the 1 opening eliminates welding so that thinner material can H011 be used depending on the load requirements. HEADER TRACKS 3.Reduces the need to reinforce the web at the end TRACK PIECE reactions of the jamb studs. 0 4.Provides better load transfer from jamb stud to base track vs. single jamb stud. gi JAMB 411 DISADVANTAGES: I. Material build-up at the jamb studs can cause finish and window frame problems. 2.Nigh-end reactions for single web jamb studs may require reinforcement to reduce web-crippling failure. IU %i("/ BASE TRACK ADDITIONAL ANCHORAGE Deflection Track Assembly Single Track with Cold-rolled Channel ��Q ADVANTAGES: Vr' I . Allows both vertical and horizontal movement of E�� the structure above which supports the deflection 4, track. -r D/5ADVANTAGE5: /. Difficult to hold stud in place until cladding is to installed. COLD-ROLLED 2.Doesn't provide lateral support of the studs parallel CHANNEL(CONT.) to the wall other than the use of the cladding material. CLIP ANGLE [DEPTH =80% OF 4:01 STUD DEPTH (d)] SCREW ATTACHMENT Deflection Track Assembly w _ — Double Deflection Track ADVANTAGES: w1 . Provides lateral connection of the studs together SCREW ATTACHMENT Vi i without relying on cladding for lateral support O parallel to the wall. a 2.Allows both vertical and horizontal movement of the 0 0 structure above which supports the deflection SECTION A-A track. DISADVANTAGES: I. Difficult to build- usually requires temporary support of nested track to deflection track - Temporary.support must be removed prior to installation of cladding. DEF'L TRACK , _ . 41TOP TRACK STUD Bridging Single Flat Strap With Blocking ADVANTAGES: I . Good torsional resistance for studs of all depths. TRACK BLOCK PIECE TO MATCH WALL STUD DISADVANTAGES: CLIP FLANGE AND BEND A I. Requires the pre-tensioning of the flat strap to INSTALL O.C. ‘1provide torsional restrain. 2.Difficult to install unless access to the flat strap FRAMED WALL A / side of the wall/5 available. FINISH 0 -- A - AI SURFACE / , 41 - SCREW ATTACHMENT TAUT FLAT STRAP Bridging Double Flat Strap With Blocking ADVANTAGES: 1 . Provides good torsional restraint for axially-loaded studs for all stud sizes. TRACK BLOCK PIECE 2.5trap layout is independent of punchout TO MATCH WALL STUDi location. CLIP FLANGE AND BEND INSTALL O.C. DISADVANTAGES: I. Requires access to both sides of wall for FRAMED WALL ii installation. ---- 41 r ./ ii/ SCREW ATTACHMENT i i TAUT FLAT STRAPS Bridging Cold-rolled Channel With Clip Angle ADVANTAGES: I . Ease of installation of cold-rolled channel through pre-aligned stud punchouts. /43 mil MIN. 0/5ADVANTAGE5 THICKNESS 1. Requires stud puchouts to align. 2.Centerline bridging not very effective for torsion/resistance for studs greater than • i 6 inches in depth. 40' i SCREW ATTACHMENT CLIP ANGLE 1 `'� [LENGTH =80% OF STUD DEPTH d COLD-ROLLED CHANNEL Full-height Curtain Wall Deflection Clip ADVANTAGES: I . Allows floor/roof to move vertically without imparting any axial load to wall framing. 2.Provides support for out-of-plane wind and seismic. loads and for in-plane seismic loads. 3.Accommodates variation of slab edge to maintain wall SLIDE CLIP alignment. DISADVANTAGES: STUD /. Does not accommodate for lateral displacement STEEL WASHERS parallel to wall or horizontal drift between On floors/roof. 11111 SCREW SLOT Spandrel Curtain Wall Sticker to Beam ADVANTAGES: I I I . Ease of Installation. I I DISADVANTAGES: ANGLE CLIPI. Lateral load 15 transferred into bottom of beam and may require additional bracing to Support bottom of SCREW tr. X j beam. ATTACHMENT , I T I I STUD— STRUT I I SCREW ATTACHMENT I , I I Spandrel Curtain Wall Diagonal Brace i ADVANTAGES: I . Ease of installation. 2.Increases spacing between support points which reduces lateral support reactions and decreases ANGLE CLIP 16 deflections. W.P. SCREW X x O/5ADVANT AGE5: ATTACHMENT Y � 1. Requires edge clip support to take vertical load from brace in addition to lateral and dead loads. STUD ; ANCHORAGE CLIP ANGLE ICKER SCREW ATTACHMENT Spandrel Curtain Wall Sticker with Vertical Drop And Diagonal Brace I I ADVANTAGES: ' I . Increases spacing between support points which reduces support reactions and decreases deflections. —�-� �— 2.Transfers vertical load from the brace into bottom of ANGLE CLIP RI beam rather than the wall. W.P. 3.AIIows support at floor/roof to be sized to take lateral SCREW rx X and dead loads from wall only, rather than the brace. ATTACHMENT OPIMPReirr I I- PZ0: rr i,STUD ' ,j r Spandrel Framing At Pony Wall Steel Post with Embed ADVANTAGES: L.V.F. Ili 1 . Provides lateral support for pony wall with spandrel glass. STUD TS SUPPORT 2.Elrmrnates costly retrofitting. POST DISADVANTAGES: "•••• ,,ri ,, "go . I. Requires coordination with building structural engineer and installation of embed prior to slab placement. IE EMBED FLUSH WITH CONCRETE FLOOR BASE TRACK II 4 a d A d 4 4 d a a A d Bottom Track Anchorage Low Velocity Fastener ADVANTAGES: I . Economical to install vs. wedge anchor. STUD DISADVANTAGES: /. Requires adequate edge clearance to develop anchorage. ° ° BASE TRACK ,-,..111 ° LOW VELOCITY FASTENER c,Fo F Bottom Track Anchorage Wedge Anchor ADVANTAGES: I . Edge clearance requirement is minimized. 2.Good holding capacity allows fewer anchors to be installed. STUD 1°1* DISADVANTAGES: /. More costly to install vs. low velocity fastener. 1 '7411#;"BASE TRACK 4111,1 *4411t WEDGE ANCHOR -tip F , Backing , Flat Strap - Lightly Loaded (Paper towel dispensers, towel bars, toilet paper holders) ADVANTAGES: I . Ease of installation. Di5ADVANTAGE5: ,I' /. Not to be used for heavily loaded bracket support. FRAMED WALL, SEEr,.,%' PLAN FOR SIZE & Al SPACING i- FINISH 11141 SURFACE / / i ---- - '--4 SCREW ATTACHMENT _____,--'''' >--- 'I/4 TAUT FLAT STRAP Backingoftrakateah Clipped Track - Heavily Loaded (Grab bars, handrails, wall hung cabinets) ADVANTAGES: I . Good load carrying capacity. 6 DISADVANTAGES: l I. Requires notching ccstud. 1 f I 1 , STUD � { I , 1 41I 1 1 I CONTINUOUS TRACK CLIP FLANGES AT EA. STUD SCREW ATTACHMENT Wall Framing at Corner Track Lap Connection ADVANTAGES: SCREW I . Provides good load transfer. ATTACHMENT CLIP TRACK FLANGE 2.Ties interior walls together. AT LAP JOINT DISADVANTAGES: r /. Requires flange of one track to be clipped. TRACK STUD it FINISH Non-Load Bearing Interior Wall Framed Above Ceiling with Diagonal Kicker ADVANTAGES: I . Provides good load transfer from wall to kicker. ANCHORAGE 2.Kicker does not place twisting load on wall top track. KICKER CLIP ANGLE O/SADVANTAGES: PIPIPIPMP 1, Requires the wall to be framed approximately 6-8 inches above the ceiling. 11 2.Requires the kicker to be sized to take both `` compression and tension loads unless alternately kickers are used. IP SCREW MAX' 450 Fl ATTACHMENT CEILING LINE _ _ SCREW ATTACHMENT STUD Non-Load Bearing Interior Wall Framed to Ceiling with U Diagonal Kicker SECTION A A ADVANTAGES: 1 . Eliminates extending wall above top of ceiling. DISADVANTAGES: ANCHORAGE 1. Kicker places a twisting load on wall to track. DEEP LEG TRACK 2.Requrres the kicker to be sized to take both compression and tension loads unless alternately 11111111111111151/11111 kickers are used. CLIP FLANGE -v / TO FORM SHOE SCREW CEILING LINE _ _ _ea' MAX. 45" ATTACHMENT TOP TRACK STUD Shearwall X-Bracing '. PER-TENSIONED STRAPS ADVANTAGES: , TOP TRACK I . Wide flat straps eliminate doubling the number of screws if corner gussets are used. ` � 2.A th►n flat strap reduces the material build-up that can ss �', create finish problems. 111r*I14111144 D/SAOI/AIVTAGES: 1* , /. X-braces thinner than stud or track material at the ` 40011 end connection increases number of screws required. 12.Requires x-brace to be pre-tensioned so lateral load is immediately transferred to the x-brace without movement in the wall before load is transferred. 141 L ANCHORAGE e 1 . 1 (SIZED AND SPACED HOEDOWN TO TAKE THE SHEAR LOAD FROM BRACE) ' BASE TRACK h; SCREW ATTACHMENT L ANCHOR BOLT . T Typical Floor Framing ADVANTAGES: I . Locating web stiffener on back side of web is easier to install than fitting the stiffener between joist flanges. TRACK OR 2.Using screws to connect the web stiffeners is more JOIST STUD WEB economical than using a series of weld segments. STIFFENER SCREW ��, SCREW ATTACHMENT --AA* ATTACHMENT 00, ,,,.- - , ",„,,,,- 41/ ,_ ___,- ,,, - ,,,------ II „.,-- , ,. ,10 11 . ,."- IJOIST TRACK STUD (ALIGNED WITH JOIST ABOVE)